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Contract Documents Specifications and Standard Drawings For Garvey Park Gym Cooling Addition Project No. 31019 CITY OF ROSEMEAD CALIFORNIA CONTRACT DOCUMENTS SPECIFICATIONS AND STANDARD DRAWINGS FOR GARVEY PARK GYM COOLING ADDITION PROJECT No. 31019 FISCAL YEAR 2019-2020 IN THE CITY OF ROSEMEAD r5 E M B O ;. 0 9 0 V civic„Ta \\........ PUBLIC WORKS DEPARTMENT,ENGINEERING DIVISION 8838 E.VALLEY BOULEVARD ROSEMEAD,CA 91770 TELEPHONE: (626)569-2150 FAX: (626)307-9218 BIDS DUE:WEDNESDAY,MARCH 18,2020 AT 10:30 AM �45)1,s pED Rsv,, (h ' .9745 °j ‘ r PLANS AND SPECIFICATIONS APPROVED ON DECEMBER 2019. •* Exp• -� City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 2 of 630 CITY OF ROSEMEAD GARVEY PARK GYM COOLING ADDITION PROJECT No. 31019 TABLE OF CONTENTS BIDDING DOCUMENTS 1. Notice Inviting Bids NIB-1 -NIB- 3 2. Instructions to Bidders ITB-1 -ITB-10 3. Contract Bid Forms CBF-1 - CBF-28 CONTRACT AGREEMENT 1. Contract Agreement and Insurance Requirements 2. Performance Bond 3. Payment Bond CONTRACT APPENDIX Part "A" General Provisions .GP-1 —GP-35 Part "B" Supplemental General Conditions GC-1 —GC-10 Part "C" Technical Provisions TP-1 —TP-342 Part "D" Appendix Appendix A—Applicable Wage Rates Appendix B -Plans I City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 3 of 630 CITY OF ROSEMEAD GARVEY PARK GYM COOLING ADDITION PROJECT No. 31019 NOTICE INVITING BIDS City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 4 of 630 CITY OF ROSEMEAD NOTICE INVITING BIDS NIB No. 2020-03 NOTICE IS HEREBY GIVEN that the CITY OF ROSEMEAD, California, will receive sealed bids up to 10:30 o'clock a.m. on Wednesday, the 18th day of March , and they will be publicly opened at 11:00 a.m. for GARVEY PARK GYM COOLING ADDITION PROJECT No.31019 The project consists of the installation of cooling addition of the existing Garvey Park Gym building located at 7933 Emerson Place, Rosemead, CA 91770 and consists of new cooling system, electrical, fixtures, framing, and landscaping as indicated in the appendix and other related work as described in the Plans, Specifications, and Contract Documents, by this reference,made a part hereof. The engineer's estimate for this project is $240,000. The successful bidder shall have SIXTY (60) working days to complete the work. Liquidated damages shall be $500.00 per working day. Plans, Specifications, and Contract Documents may be obtained at the office of the City Clerk of the CITY OF ROSEMEAD, 8838 E. Valley Boulevard, Rosemead, California 91770, (626) 569- 2177, for a non-refundable charge of$25.00 and $40.00 if mailing is requested. All prospective bidders must register with the office of the City Clerk's in order for your bid to be considered responsive. SB 854 Requirements: This project is subject to the requirements of SB 854. No prime contractor or subcontractor may be listed on a bid proposal for a public works project unless registered and qualified with the Department of Industrial Relations pursuant to Labor Code section 1725.5. No prime contractor or subcontractor may be awarded a contract for public work on a public works project unless registered and qualified with the Department of Industrial Relations pursuant to Labor Code section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. The bid proposal must include a print out from the DIR registration website showing that the prime contractor and each subcontractor is currently registered and qualified. No bid proposals will be accepted nor any contract entered into with a prime contractor without proof of registration as required above. [Unless within the limited exceptions from this requirement for bid proposals only under Labor Code Section 1771.1(a)] Each bid must be accompanied by a bidder's security in an amount not less than 10% of the amount of the bid, as a guarantee that the bidder will, if awarded the Contract, enter into a satisfactory agreement and provide a Performance Bond and a Payment Bond, each not less than 100% of the total amount of the bid price. NIB- 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 5 of 630 No bidder may withdraw his bid for a period of sixty-one (61) days after the above bid opening date. FEDERAL CONTRACT PROVISIONS FOR COMMUNITY DEVELOPMENT BLOCK GRANT Prevailing Wages Statement: "This project is funded in whole or in part with Community Development Block Grant (CDBG) funds provided by the U.S. Department of Housing and Urban Development (HUD). Federal Labor Standards Provisions, including prevailing wage requirements of the Davis-Bacon and Related Acts will be enforced." The current Federal Wage Decision" is the one in effect 10-days prior to the bid opening date and can be found on-line at http://www/dol.gov. In the event of a conflict between Federal and State wage rates,the higher of the two will prevail." Payrolls and basic records. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work preserved for a period of five (5) years thereafter for all laborers and mechanics working at the site of the work. The contractor or subcontractor shall make the records required under subparagraph A.3.(i) of HUD 4010 available for inspection, copying, or transcription by authorized representatives of HUD or its designee or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, HUD or its designee may, after written notice to the contractor, sponsor, applicant or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. Conflict of Interest Statement: No employee, officer or agent of the sub-recipient shall participate in selection, or in the award administration of a contract supported by Federal funds if a conflict of interest, real or apparent, would be involved. Refer to: 24 CFR 85.36 [Non-Profit Organizations — 24 CFR 84.4], OMB Circular A-110, and 24 CFR 570.611, respectively, shall apply. Section 3 Statement: This is a HUD Section 3 covered construction contract. A bid preference may be given to a bidder who provides a reasonable bid (within the Zone of Consideration) and is a qualified Section 3 Business Concern. NIB-2 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 6 of 630 Federal and State Contractor Eligibility Check: Prior to awarding a contract, contractor verification will be performed through the California Department of Industrial Relations at http://www.cslb.ca.gov, http://efiling.dir.ca.gov, and eligibility at http://www.dir.ca.gov/dsle/debar.html and excluded parties list at the federal System for Award Management (SAM)website http://www.sam.gov. The CITY OF ROSEMEAD will affirmatively ensure the disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, disability, sex or national origin in the consideration for an award. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Compliance with the prevailing rates of wage and apprenticeship employment standards established by the State Director of Industrial Relations will be required. Bidders shall be licensed in accordance with the provision of Chapter 9, Division 111 of the Business and Professions Code of the State of California. Bidder shall have a Class "B" license in good standing at the time Bids are received. Retention of Records Relevant to Audits and Reviews: The Contractor and subcontractors working in the City of Rosemead must retain records pertaining to said project for a minimum of five (5) years. Record to be retained include but not limited to documents regarding payroll, change orders, field directives, as-built plans, etc. The Council reserves the right to reject any and all bids and to waive any informality, technical defect, or minor irregularity in any bid submitted. An award of service shall not be final until the bids have been reviewed and a Contract Agreement with the City has been signed by the lowest responsible bidder and by the City. Award of Contract Agreement is proposed for April 28, 2020. Dated this 27th day of February ,2020. Ericka Hernandez City Clerk Publish: February 27th & March 5th, 2020. NIB-3 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 7 of 630 CITY OF ROSEMEAD GARVEY PARK GYM COOLING ADDITION PROJECT No. 31019 INSTRUCTION TO BIDDERS City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 8 of 630 INSTRUCTIONS TO BIDDERS All Bids must be made in accordance with these Instructions to Bidders("ITB"). Unless specifically noted, capitalized terms are used as defined in the General Conditions,found in Part"B"of the Contract Appendix. All terms defined in the General Conditions which occur in the Bid Documents and Contract shall have meanings as defined therein. 1. AVAILABILITY OF BID DOCUMENTS Bids must be submitted to the Owner on the Contract Bid Forms which are a part of the Bid Package for the Project. Prospective bidders may obtain one(1)complete set of Bid Documents. Bid Documents may be obtained from the Owner at the location(s) and at the time(s) indicated in the Notice Inviting Bids. Prospective bidders are encouraged to telephone in advance to determine the availability of Bid Documents. Any applicable charges for the Bid Documents are outlined in the Notice Inviting Bids. The Owner may also make the Bid Documents available for review at one or more plan rooms,as indicated in the Notice Inviting Bids. Please Note:Prospective bidders who choose to review the Bid Documents at a plan room must contact the Owner to purchase the required Bid Documents if they decide to submit a bid for the Project. 2. EXAMINATION OF BID DOCUMENTS The Owner has made copies of the Bid Documents available, as indicated above. Bidders shall be solely responsible for examining the Project Site and the Bid Documents,including any Addenda issued during the bidding period, and for informing itself with respect to local labor availability, means of transportation, necessity for security,laws and codes,local permit requirements,wage scales,local tax structure,contractors' licensing requirements, availability of required insurance, and other factors that could affect the Work. Bidders are responsible for consulting the standards referenced in the Contract titled Specifications. Failure of Bidder to so examine and inform itself shall be at its sole risk,and no relief for error or omission will be given except as required under State law. 3. INTERPRETATION OF BID DOCUMENTS Any request for an interpretation or clarification of the Bid Documents must be submitted in writing by Bidder via email or facsimile to the Owner's Project Engineer. Any response that the Owner may choose to make for purposes of interpretation or clarification, will be in writing and made available to all the listed holders of the Bid Documents. The Owner will respond to all written/faxed/email Bidder's inquiries received at least seventy two (72) hours before the scheduled bid opening date for which, in its sole judgment, a response is in the best interest of the Owner. Where such interpretation or clarification requires a change in the Bid Documents,the Owner will prepare and issue an Addendum to the Bid Documents. The Owner shall } not be bound by,and Bidder shall not rely upon,any oral interpretation or clarification of the Bid Documents. The bidding process and terms and conditions will be in strict accordance with the following Bid Documents: a. Notice Inviting Bids b. Instructions to Bidders c. Contract Bid Forms d. Contract e. Contract Appendix Part"A" - General Conditions ITB- 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 9 of 630 Part"B" - Supplementary General Conditions Part"C" - Technical Provisions Part"D" - Appendix f. Any Addenda Issued by the Owner 4. INSPECTION OF SITE; PRE-BID CONFERENCE AND SITE WALK Each prospective bidder is responsible for fully acquainting himself with the conditions of the Project Site (which may include more than one site),as well as those relating to the construction and labor of the Project, to fully understand the facilities, difficulties and restrictions which may impact the total and adequate completion of the Project. 5. ADDENDA The Owner reserves the right to revise the Bid Documents prior to the bid opening date. Revisions,if any, shall be made by written Addenda. Pursuant to Public Contract Code Section 4104.5,if the Owner issues an Addendum later than 72 hours prior to the deadline for submission of bids, and the Addendum requires material changes,additions or deletions to the description of the work to be performed or the content,form or manner of submission of bids,the Owner will extend the deadline for submission of bids by at least 72 hours. Otherwise,the Owner may determine,in its sole discretion,whether an Addendum requires that the date set for opening bids be postponed. The announcement of the new date,if any,shall be made by Addenda. Each prospective bidder shall provide Owner a name, address and facsimile number to which Bid Document Addenda may be sent,as well as a telephone number by which the Owner can contact the Bidder. Copies of Addenda will be furnished by email,facsimile,first class mail,express mail or other proper means of delivery without charge to all parties who have obtained a copy of the Bid Documents and provided such current information. Please Note: Bidders are primarily and ultimately responsible for ensuring that they have received any and all Addenda. To this end, each Bidder should contact the Development Services Department to verify that he has received all Addenda issued, if any. Bidders must acknowledge receipt of all Addenda,if any,in its Bid Letter. Failure to acknowledge receipt of all Addenda may cause its Bid to be deemed incomplete and nonresponsive. 6. PREPARATION OF BIDS Bids shall be prepared only using copies of the Contract Bid Forms provided with the Bid Documents. The use of substitute bid forms other than clear and correct photocopies of those provided by the Owner will not be permitted and may result in the Bid being declared nonresponsive. Bid Letters shall be executed by an authorized signatory as described in these Instructions to Bidders. In addition,Bidders shall fill in all blank spaces(including inserting"N/A"where applicable)and initial all interlineations,alterations,or erasures to the Contract Bid Forms. Bidders shall neither delete, modify, nor supplement the printed matter on the Contract Bid Forms nor make substitutions thereon. USE OF INK, INDELIBLE PENCIL OR A TYPEWRITER IS REQUIRED. 7. ALTERNATE BIDS If alternate bid items are called for in the Bid Documents,the lowest bid will be determined on the basis of the base bid only,but the Owner may choose to award the contract on the basis of the base bid alone or the base bid and any alternate or combination of alternates. Since the time for the alternate bid items has already been factored into the Contract Time,no additional Contract Time will be awarded for any of the alternate bid items. Because the Owner may elect to include one or more of the alternate bid items, or to ITB -2 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 10 of 630 otherwise remove certain bid items from the Project scope of work, each Bidder must ensure that each bid item contains a proportionate share of profit,overhead and other costs or expenses which will be incurred by the Bidder. Bidders shall not unevenly weight or allocate their overhead and profit to one or more particular bid items. 8. MODIFICATIONS OF BIDS Each Bidder shall submit its Bid in strict conformity with the requirements of the Bid Documents. Each Bid prepared by Bidder shall be complete in itself and shall be submitted within a sealed envelope in accordance with the instructions herein. Unauthorized conditions,limitations,exclusions or provisions attached to a Bid will render it nonresponsive and may cause its rejection. Bidders shall neither delete,modify,nor supplement the printed matter on the Contract Bid Forms,nor make substitutions thereon. ORAL,TELEPHONIC AND FACSIMILE BIDS OR MODIFICATIONS WILL NOT BE CONSIDERED. 9. SIGNING OF BIDS All Bids submitted shall be executed by the Bidder or its authorized representative. Bidders will be asked to provide evidence in the form of an authenticated resolution of its Board of Directors or a Power of Attorney evidencing the capacity of the person signing the Bid to bind the Bidder to each Bid and to any Contract arising therefrom. If a Bidder is a joint venture or partnership, it will be asked to submit an authenticated Power of Attorney executed by each joint venture or partner appointing and designating one of the joint ventures or partners as a management sponsor to execute the Bid on behalf of Bidder. Only that joint venture or partner shall execute the Bid. The Power of Attorney shall also:(1)authorize that particular joint venture or partner to act for and bind Bidder in all matters relating to the Bid;and(2)provide that each venture or partner shall be jointly and severally liable for any and all of the duties and obligations of Bidder assumed under the Bid and under any Contract arising therefrom. The Bid shall be executed by the designated joint venture or partner on behalf of the joint venture or partnership in its legal name. 10. BID GUARANTEE(BOND) Each bid proposal shall be accompanied by a certified or cashier's check, bid bond (the bid bond must be submitted on the form included in these Bid Documents) or equivalent substitution in lieu of a bond, as authorized by Code of Civil Procedure Section 995.710, in an amount not less than 10% of the Total Bid Price. Any check, bond, or other substitute must be made payable to the Owner, and shall be given as a guarantee that the Bidder will enter into the Contract described in the Bid Documents if awarded the work and will provide a satisfactory Performance Bond, Payment Bond, the required insurance certificates and endorsements, and any other certifications as may be required by the Contract. By submitting a proposal, each bidder agrees that its failure to enter the Contract if awarded the work or to provide the Bonds and other information or documentation described above would result in damage to the Owner, and that it would be impracticable or extremely difficult to ascertain the actual amount of that damage. For this reason, each bidder agrees that the Owner may retain the bid proposal guarantee as liquidated damages if the bidder is awarded the work but fails or refuses to timely enter into the Contract or to provide the Bonds and other information or documentation described above, except as may otherwise be required by California law. If electing to provide a Bid Bond,as set forth above,each Bidder must obtain such a bond from an admitted surety insurer,as defined in Code of Civil Procedure Section 995.120,authorized to do business as such in the State of California and satisfactory to the Owner. In addition,the Bid Bond must be submitted on the form ITB -3 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 11 of 630 furnished by the Owner,or one substantially in conformance with the Owner's form if previously approved in writing by the Owner. Certified or cashier's checks must be drawn on a solvent state bank or a California branch of a solvent national bank. After the Owner has made an award to the successful Bidder,and the Bidder has signed a Contract,submitted the necessary bonds,original insurance certificates and endorsements,and any other certifications as may be required by the Contract,the remaining Bid guarantees shall be returned to each particular bidder if requested by that bidder. If the Owner rejects all Bids, it will promptly return to all Bidders their Bid guarantees 11. SUBMISSION OF SEALED BIDS Once the Bid and supporting documents herein have been completed and signed as set forth above,they shall be placed,along with the Bid Guarantee and any proposed sketches and brochures or other materials required by these instructions,in an envelope,sealed,addressed and delivered or mailed,postage prepaid to the Owner at the place and to the attention of the person indicated in the Notice Inviting Bids. NO ORAL, TELEPHONIC OR FACSIMILE FORMS WILL BE CONSIDERED. The envelope shall also contain the following in the lower left-hand corner thereof: Bid of (Insert Name of the Company) for GARVEY PARK GYM COOLING ADDITION No consideration shall be given by the Owner to bid proposals received after the date and time set for the opening of bids as provided in the Notice Inviting Bids. 12. DELIVERY AND OPENING OF BIDS Bids will be received by the Owner at the address shown in the Notice Inviting Bids up to the date and time shown therein. The Owner will leave unopened any Bid received after the specified date and time,and any such unopened Bid will be returned to the Bidder. It is the Bidder's sole responsibility to ensure that its Bid is received as stipulated. Bids may be submitted earlier than the dates(s) and time(s) indicated. Bids will be opened at the date and time stated in the Notice Inviting Bids and the amount of each Bid will be read aloud and recorded. All Bidders may, if they desire, attend the opening of Bids. Owner reserves the right to reject any or all Bids,to waive any informality or irregularity in any Bid received where such waiver is in the best interests of the Owner,and to be the sole judge of the merits of the respective Bids received. In the event of a discrepancy between the written amount of the Bid Price and the numerical amount of the Bid Price,the written amount shall govern. 13. WITHDRAWAL OF BID Prior to the bid opening date,a Bid may be withdrawn by the Bidder by means of a written request signed by the Bidder or its properly authorized representative. If a Bidder to whom the award is made fails or refuses to sign a Contract, or to furnish the bonds, certificates and endorsements required below within the time specified in these Instructions to Bidders below,the funds represented by the Bid Guarantee(cash,cashiers check or Bid bond described above)shall be forfeited and become and remain the property of the Owner;the 111 amount thereof being previously agreed to by the Bidder and the surety to be due the Owner because of the damage resulting from the delay in the execution of the Contract and in the performance of Work thereunder. 14. AWARD PROCESS ITB -4 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 12 of 630 Once all Bids are opened and reviewed to determine the lowest responsive and responsible bidder,the City Council will make all necessary decisions and awards. The apparent successful bidder should at this point begin to prepare the following documents: (1)the Performance Bond; (2)the Payment Bond; and(3)the required insurance certificates and endorsements. Once the Owner issues a Notice of Award,the successful bidder will have seven (7) Working Days from the date of this letter to supply the Owner with all of the required documents and certifications. Regardless whether the successful bidder supplies the required documents and certifications in a timely manner,the Contract Time will begin to run ten(10)Working Days from the date of the Notice of Proceed. Once the Owner receives all of the properly drafted and executed documents and certifications from the successful bidder,the Owner shall issue a Notice to Proceed to that successful bidder. 15. DESIGNATION OF SUBCONTRACTORS Pursuant to state law, the Bidders must designate the name and location of each subcontractor who will perform work or render services for the prime Bidder in an amount that exceeds one-half of one percent(0.5%)of the Bidder's Total Bid Price, as well as the portion of work each such subcontractor will perform. Bidders must make these designations, as well as any others requested by the Owner, on the document titled "List of Proposed Subcontractors" which has been included with the Contract Bid Forms. Pursuant to Public Contract Code Section 4104,the Owner has determined that it will allow Bidders twenty- four(24)additional hours after the deadline for submission of bids to submit the information requested by the Owner about each subcontractor, other than the name and location of each subcontractor. 16. LICENSING AND REGISTRATION REQUIREMENTS Pursuant to Section 7028.15 of the Business and Professions Code and Section 3300 of the Public Contract Code,all bidders must possess proper licenses for performance of this Contract. Pursuant to Section 1725.5 of the Labor Code,all bidders must be registered with the Department of Industrial Relations to be qualified to bid on this Contract. Subcontractors must possess the appropriate licenses for each specialty subcontracted and be registered with the Department of Industrial Relations.Pursuant to Section 7028.5 of the Business and Professions Code, the Owner shall consider any bid submitted by a contractor not currently licensed in accordance with state law and pursuant to the requirements found in the Bid Documents to be nonresponsive, and the Owner shall reject the Bid.The Owner shall have the right to request,and the Bidders shall provide within five(5)Calendar Days,evidence satisfactory to the Owner of all valid license(s)currently held by that Bidder and each of the Bidder's subcontractors, before awarding the Contract. 17. DISQUALIFICATION OF BIDDERS;INTEREST IN MORE THAN ONE BID No bidder shall be allowed to make,submit or be interested in more than one bid. However,a person,firm, corporation or other entity that has submitted a subproposal to a bidder,or that has quoted prices of materials to a bidder, is not thereby disqualified from submitting a subproposal or quoting prices to other bidders submitting a bid to the Owner. 18. INSURANCE REQUIREMENTS Within the time specified in these Instructions to Bidders above,Bidder shall provide the Owner with four identical counterparts of all required insurance certificates and endorsements as specified in the Bid Documents. Failure to do so may, in the sole discretion of Owner, result in the forfeiture of the Bid Guarantee. All insurance is to be placed with insurers with a current A.M. Best's rating of no less than A:VIII, licensed to do business in California, and satisfactory to the Owner. ITB -5 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 13 of 630 19. REQUIRED BIDDER CERTIFICATIONS Bidders must comply with the following: A. CONTRACT BID FORMS:Within the Contract Bid Documents the bidder must certify to various information,including but not limited to,the accuracy of the representations made in the Contract Bid Forms. B. NON-COLLUSION AFFIDAVIT: Pursuant to Public Contract Code Section 7106, each Bidder must execute and submit with its bid the statutorily mandated non-collusion affidavit included in the Bid Documents. 20. BASIS OF AWARD; BALANCED BIDS The Owner shall award Contracts to only the lowest responsible Bidders submitting responsive Bids, as required by law. The Owner reserves the right to reject any or all Bids. The Owner may reject any Bid which, in its opinion when compared to other bids received or to the Owner's internal estimates, does not accurately reflect the cost to perform the Work. In addition, because the Owner may elect to include or exclude any of the bid items and alternate bid items at its sole and absolute discretion, each Bidder must ensure that each bid item contains a proportionate share of profit,overhead and other costs or expenses which will be incurred by the Bidder. The Owner may reject as non-responsive any bid which unevenly weights or allocates overhead and profit to one or more particular bid items. 21. FILING OF BID PROTESTS Bidders may file a"protest" of a contract award with the Owner's Project Manager. In order for a Bidder's protest to be considered valid,the protest must: A. Be filed in writing within five(5) Working Days after the bid opening date. B. Clearly identify the specific accusation involved. C. Clearly identify the specific Owner Staff/Board recommendation being protested. D. Specify, in detail,the grounds of the protest and the facts supporting the protest. E. Include all relevant, supporting documentation with the protest at time of filing. If the protest does not comply with each and every one of these requirements,it will be rejected as invalid. If the protest is valid,the Owner's Project Manager,or other designated Owner staff member,shall review the basis of the protest and all relevant information. The Project Manager will deny or concur with the protest and provide a written decision to the protestor. The protestor may then appeal the decision of the Project Manager to the City Engineer then the appeal at the City Council.That way,the Council can deny the protest and approve the project at the same hearing. 22. PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS Within the time specified in these Instructions to Bidders above,the Bidder to whom a Contract is awarded shall deliver to the Owner four identical counterparts of the Performance Bond and Payment Bond in the form supplied by the Owner and included in the Bid Documents. Failure to do so may, in the sole discretion of Owner, result in the forfeiture of the Bid Guarantee. The surety supplying the bond must be an admitted surety insurer,as defined in Code of Civil Procedure Section 995.120,authorized to do business as such in the State of California and satisfactory to the Owner. ITB - 6 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 14 of 630 The Performance Bond shall be for one hundred percent(100%) of the Total Bid Price, and the Payment Bond shall also be for one hundred percent(100%)of the Total Bid Price. Contractor shall require,pursuant to Public Contract Code article 4108,all subcontractors providing labor and materials in excess of the dollar amount indicated in the Notice Inviting Bids to supply Payment and Performance Bonds in the amounts and manner required of the Contractor. The Contractor shall specify this requirement for subcontractor bonds in his written or published request for subcontractor bids. 23. EXPERIENCE AND TECHNICAL REQUIREMENTS Bidders are required to provide the experience and qualification information required as part of the Contract Bid Forms. The purpose of this data is to provide the information necessary for the Owner to determine whether Bidders have the necessary experience in order to responsibly carry out the Work. Each Bidder shall answer all questions and provide information requested by the Contract Bid Forms. 24. SALES AND OTHER APPLICABLE TAXES,PERMITS,LICENSES AND FEES Contractor and its subcontractors performing work under this Contract will be required to pay California sales and other applicable taxes,and to pay for permits,licenses and fees required by the agencies with authority in the jurisdiction in which the work will be located,unless otherwise expressly provided by the Bid Documents. 25. EXECUTION OF CONTRACT The Bidder to whom an award is made shall execute the Contract in the amount of its Total Bid Price and furnish the required insurance certificates and endorsements,as well as Performance and Payment Bonds,in a timely manner. The Owner may require appropriate evidence that the persons executing the Contract and the bonds for both the Bidder and its surety or sureties are duly empowered to do so. 26. OWNER RIGHTS The Owner may investigate the qualifications of any Bidder under consideration, require confirmation of information furnished by a Bidder, and require additional evidence of qualifications to perform the work described in these Bid Documents. The Owner reserves the right to: A. Reject any or all of the Bids if such action is in the best interest of the Owner. B. Issue subsequent Notices Inviting Bids. C. Cancel this entire Notice Inviting Bids. D. Appoint evaluation committees to review any or all Bids. E. Seek the assistance of outside technical experts to validate the Bid(s). F. Approve or disapprove the use of particular subcontractors. G. Waive informalities and irregularities in Bids. The Notice Inviting Bids does not commit the Owner to enter into a contract,nor does it obligate the Owner to pay any costs incurred in preparation and submission of Bids or in anticipation of a contract. 27. BIDDER'S RESPONSIVENESS The Owner will evaluate Bids for responsiveness at the time of Bid opening and before award is made. A Bid must be in strict compliance with the commercial and technical specifications,without exception. Only Bids which conform in all material respects to the Bid Documents can be eligible for award. A Bid not meeting the requirements of the responsiveness checklist may be rejected immediately upon opening,and returned to the ITB - 7 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 15 of 630 Bidder's representative. 28. BIDDER'S RESPONSIVENESS CHECKLIST The Owner's initial responsiveness evaluation will consider the following: A. Completed and properly executed Bid Letter (Including a completed Total Bid Price, completed Bid Bond amount, acknowledged addenda, completed state of incorporation or partner/joint venturer information(if applicable),completed license number,and signature by authorized company officer); B. Completed Bid Data Forms(including valid and properly executed Bid Bond for 10%of the Total Bid Price and a completed List of Proposed Subcontractors); C. Properly executed Non-Collusion Affidavit; and D. Completed and properly executed Bidder Information Forms. If the Bidder is a joint venture,each joint venturer shall prepare and submit a separate form. Extra forms,if needed, can be obtained from the Owner, or photocopied by the Bidder, if necessary. 29. CONTRACT BID FORMS; LISTS OF SUBCONTRACTORS A. Contract Bid Forms. The Bid Letter and Forms must be completed as set forth below. (1) The Contract Bid Forms and Letter must be prepared using ink,indelible pencil or a typewriter. (2) The Bid Letter must be signed by the Bidder or on its behalf by the person or persons having the authority to do so. Proof of the authority to act on behalf of the U firm must be submitted when requested. The proof shall be in the form of a certified copy of an appropriate corporate resolution, certificate of partnership or joint venture,or other appropriate document. If Bidder is an entity made up of multiple parties and no person or persons are designated to act on its behalf,all parties shall 111 execute the Bid. (3) Addenda-Receipt of addenda must be acknowledged in the space provided in the Bid Letter. (4) The Bidder shall not delete,modify, supplement or make substitutions thereof, on the printed matter of the Contract Bid Forms or Bid Letter. (5) Corrections shall be initialed by the person who signs the Bid Letter. (6) Exceptions or qualifications to the Bid Documents are strictly forbidden. Any comment by the Bidder which the Owner determines can be construed as altering the requirements of the specifications or the terms and conditions of the Contract will render the Bid nonresponsive and disqualify the Bidder from consideration for award. B. List of Proposed Subcontractors(Forms). State law prohibits substitution of subcontractors listed in the original Bid except as otherwise provided in Sections 4107 and 4107.5 of the California Public Contract Code. Bidders are required ITB - 8 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 16 of 630 to list all Subcontractors whose participation in the Contract will exceed one-half of one percent (0.5%)of the Total Bid Price. The List of Proposed Subcontractors Forms must be completed as set forth below. (1). Name. List the name of Subcontractors who will perform work in excess of one half of one percent(0.5%)of the Total Bid Price. (2) Location. For listed Subcontractors, identify the location of its place of business (City and State). (3) Work. For listed Subcontractors,identify the type/portion of work to be performed in the Contract. (4) Contractor License Number. For listed Subcontractors, list the contractor license number issued to the Subcontractor by the California Contractors State License Board. (5) Registration with Department of Industrial Relations. For listed Subcontractors, include evidence of registration with the Department of Industrial Relations as required by Section 1725.5 of the Labor Code. Pursuant to Public Contract Code Section 4104, the Owner has determined that it will not allow Bidders twenty-four (24) additional hours after the deadline for submission of bids to submit the information requested by the Owner about each subcontractor, other than the name and location of each subcontractor. 30. RESPONSIBILITY CRITERIA Responsibility is the apparent ability of the Bidder to meet and complete successfully the requirements of the Contract. The Owner reserves the right to consider the financial responsibility and general competency of each bidder,as well as its reputation within the industry. Owner may request,and apparent low bidder shall provide, a financial statement, audited if necessary, including the Bidder's latest balance sheet and income statement. Owner expects that each Bidder will fully and truthfully disclose all information required of the Bidder by the Bid Documents. The prospective contractor,in order to be evaluated by the Owner as being a responsible contractor,must complete Section 4 of the Contract Bid Forms to determine that it: A. Has or can secure adequate financial resources to perform the contract; B. Is able to meet the performance or delivery schedule of the contract, taking into consideration other business commitments; and C. Has a satisfactory record of performance. A contractor seriously deficient in current contract performance, considering the number of contracts and extent of the deficiencies, is presumed not to meet this requirement unless the deficiencies are beyond its control or there is evidence to establish its responsibility notwithstanding the deficiencies. Evidence of such satisfactory performance record should show that the contractor: (1) Has a satisfactory record of integrity in its dealings with government agencies and with subcontractors,and is otherwise qualified to receive an award under applicable laws and regulations; ITB - 9 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 17 of 630 (2) Has the necessary organization, experience, satisfactory safety record, accounting and operational controls and technical skills or the ability to obtain them; and (3) Has the necessary production,construction,and technical equipment and facilities or the ability to obtain them. END OF INSTRUCTIONS TO BIDDERS I 1 ITB - 10 I City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 18 of 630 BIDDER: ❑❑❑❑m❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ CITY OF ROSEMEAD GARVEY PARK GYM COOLING ADDITION PROJECT No. 31019 SECTION 1 -BID SCHEDULE CONTRACT BID FORMS CBF- 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 19 of 630 BIDDER: ❑❑❑❑❑❑❑❑❑❑MOCI l❑r rl❑❑❑❑ BASE BID SCHEDULE SCHEDULE OF PRICES FOR GARVEY PARK GYM COOLING ADDITION PROJECT No. 31017 NO. ITEM DESCRIPTION UNIT QST. UNIITEM QTY. PRICE COST Install a Packaged DX Rooftop Unit to 1 Serve the Gymnasium, and the LS 1 $ $ Installation of a 480 Panel to Facilitate the Newly Added Equipment TOTAL BASE BID AMOUNT IN NUMBERS $ TOTAL BASE BID AMOUNT IN WORDS: Note:The City of Rosemead reserves the right to reduce or increase the quantities of any items in the I schedule of bid items above, within the limits define in Section 3-2.2.1 of the Standard Specifications,to stay within the budgeted amount of this project. If the Bid Documents specify alternate bid items,the following Alternate Bid amounts shall be added to or deducted from the Total Bid Price entered above.The owner can choose to include one or more of the alternates in the Total Bid Price of the Project.If any of the Alternate Bids are utilized by the Owner,the resulting amount shall be considered the Total Bid Price for the Project. ALTERNATE 1 BID SCHEDULE SCHEDULE OF PRICES FOR GARVEY PARK GYM COOLING ADDITION PROJECT No.31017 NO. ITEM DESCRIPTION UNIT EST. UNIT ITEM QTY. PRICE COST 1 Install a Split System to Serve the LS 1 $ $ Private Office TOTAL ALTERNATE 1 BID AMOUNT IN NUMBERS $ CBF- 2 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 20 of 630 BIDDER: ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑m❑❑❑ - - TOTAL ALTERNATE 1 BID AMOUNT IN WORDS: ALTERNATE 2 BID SCHEDULE SCHEDULE OF PRICES FOR GARVEY PARK GYM COOLING ADDITION PROJECT No.31017 NO. ITEM DESCRIPTION UNIT EST. UNIT ITEM QTY. PRICE COST 1 Install Exhaust Fan to Serve Both the LS 1 $ $ Men's and Women's Restrooms TOTAL ALTERNATE 2 BID AMOUNT IN NUMBERS $ TOTAL ALTERNATE 2 BID AMOUNT IN WORDS: The undersigned agrees that these Contract Bid Forms constitute a firm offer to the Owner which cannot be withdrawn for the number of Working Days indicated in the Notice Inviting Bids from and after the bid opening date,or until a Contract for the Work is fully executed by the Owner and a third party,whichever is earlier. The undersigned also agrees that if there is a discrepancy between the written amount of the Bid Price and the numerical amount of the Bid Price,the written amount shall govern. Attached hereto is a certified check, a cashier's check or a bid bond in the amount of Dollars($ )said amount being not less than ten percent (10%) of the Total Bid Price. The undersigned agrees that said amount shall be retained by the Owner if, upon award, we fail or refuse to execute the Contract and furnish the required bonds, certificates and endorsements of insurance and other certifications within the time provided. If awarded a Contract,the undersigned agrees to execute the formal Contract,which will be prepared by the Owner for execution, within five (5) Calendar Days following the Letter of Award for the Contract,and will deliver to the Owner within that same period the necessary original Certificates of Insurance, Endorsements of Insurance, Performance Bond, Payment Bond and all other documentation and certification required by the Contract. The undersigned offers and agrees that if this bid is accepted,it will assign to the purchasing body all rights,title,and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 of Part 2 of Division 7 of the Business and Professional Code), arising from purchases of goods, materials or services by the CBF- 3 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 21 of 630 BIDDER: ❑❑uuu❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ Bidder for sale to the purchasing body pursuant to the bid. Such assignment shall be made and become effective at the time the purchasing body tenders final payment to the Contractor. Bidder understands and agrees that, when requested by Owner, he shall provide: (1) evidence satisfactory to the Owner of Bidder's California contractor's license(s) in good standing; (2) evidence that the person signing this Bid is authorized to bind Bidder to this Bid and to a contract resulting therefrom;and(3)any other information and documentation,financial or otherwise,needed by Owner to award a Contract to the lowest responsible and responsive bidder. Bidder understands and agrees that liquidated damages shall apply to this Contract in the amounts of five hundred dollars($500.00)if project is not completed in SIXTY(60)working days.The Contract Time will begin to run ten(10)Working Days from the date of the Notice to Proceed and subject to the terms and conditions described in the Contract Form and the Contract Documents. Bidder acknowledges that data submitted with its Contract Bid Forms which it requires to be incorporated into a Contract arising out of this Submittal has been so identified by Bidder. Bidder further acknowledges that the Owner may, at its discretion, incorporate any of the remaining data submitted herewith into a contract arising out of this Bid. The undersigned acknowledges receipt, understanding and full consideration of the following addenda to the Contract Documents. Addenda Nos. The Bidder understands and agrees that the Total Bid Price is inclusive of all labor, materials, and equipment or supplies necessary to complete the Work as described in the Bid Documents. If this bid is accepted, the undersigned Bidder agrees to enter into and execute the Contract with the necessary bonds and accept the Total Bid Price as compensation in full for all Work under the contract. CBF -4 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 22 of 630 BIDDER: ❑❑❑❑❑❑❑❑❑❑❑m❑❑❑❑❑❑❑❑❑❑❑ _ . By: Signature Business Street Address Type or Print Name City, State and Zip Code Title Telephone Number Bidder's/Contractor's State of Incorporation: Partners or Joint Venturers: Bidder's License Number(s): Department Industrial Relations Registered No. NOTES: 1) By its signature on this Bid,the Bidder certifies under penalty of perjury the accuracy of the representations made on the Contract Bid Forms. 2) If Bidder is a corporation, enter State of Incorporation in addition to Business Address 3) If Bidder is a partnership or joint venture, give full names of all partners or joint venturers. As further discussed in the Instructions to Bidders, Bidder will be required to provide evidence that the person signing on behalf of the corporation, partnership or joint venture has the authority to do so. CBF- 5 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 23 of 630 BIDDER: 00111000000110110110011011100000 SECTION 2 BID DATA FORMS CBF - 0 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 24 of 630 BIDDER: ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ Bidder shall submit its Bid data in accordance with the format shown on each of the following Bid Data Forms. Bidders shall prepare and use as many sheets as are necessary to adequately provide the information required. Bidder shall ensure that every page of its Bid Data Forms are properly identified with the Bidder's name and page number. 2.A BID BOND KNOW ALL MEN BY THESE PRESENTS: THAT ,as Principal, and , as Surety, are held firmly bound unto the CITY OF ROSEMEAD (hereinafter called the OWNER) in the sum of DOLLARS ($ ),being not less than ten percent(10%)ofthe Total Bid Price; for the payment of which sum will and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns,jointly and severally, firmly by these presents. WHEREAS, said Principal has submitted a bid to the OWNER to perform all Work required for the GARVEY PARK GYM COLLING ADDITION PROJECT—as set forth in the Notice Inviting Bids and accompanying Bid Documents, dated NOW, THEREFORE, if said Principal is awarded a Contract for the Work by the OWNER and,within the time and in the manner required by the above-referenced Bid Documents, enters into the written form of Contract bound with said Bid Documents,furnishes the required bonds(one to guarantee faithful performance and the other to guarantee payment for labor and materials) furnishes the required insurance certificates and endorsements, and furnishes any other certifications as may be required by the Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. In the event suit is brought upon this bond by the OWNER and judgment is recovered, said Surety shall pay all costs incurred by the OWNER in such suit,including reasonable attorneys'fees to be fixed by the court. SIGNED AND SEALED, this day of , 20 . (SEAL) (SEAL) Principal Surety By: By: Signature Signature CBF- 7 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 25 of 630 BIDDER: ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ 2.B LIST OF PROPOSED SUBCONTRACTORS In compliance with the "Subletting and Subcontracting Fair Practices Act," Sections 4100 through 4114 of the California Public Contract Code, and any amendments thereto, each Bidder shall provide the information requested below for each subcontractor who will perform work, labor or render service to Bidder in or about the construction of the Work in an amount in excess of one-half of one percent(greater than 0.5%)of the Bidder's Total Bid Price, or, in the case of bids or offers for the construction of streets or highways, including bridges,in excess of one-half of 1 percent of the Contractor's total bid or ten thousand dollars ($10,000),whichever is greater,and shall further set forth the portion of the Work which will be done by each subcontractor. Bidder shall list only one subcontractor for any one portion of the Work. Pursuant to Public Contract Code Section 4104,the Owner has determined that it will allow Bidders twenty-four(24)additional hours after the deadline for submission of bids to submit the information requested by the Owner about each subcontractor, other than the name and location of each subcontractor. If the Bidder fails to specify a subcontractor for any portion of the Work to be performed under the Contract, it shall be deemed to have agreed to perform such portion itself,and shall not be permitted to subcontract that portion of the Work except under the conditions hereinafter set forth below. Subletting or subcontracting of any portion of the Work in excess of one half of one percent (greater than 0.5%)of the Total Bid Price or,in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the Contractor's total bid or ten thousand dollars ($10,000), whichever is greater, for which no subcontractor was designated in the original bid shall only be permitted in cases of public emergency or necessity, and then only after Owner approval. CBF- 8 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 26 of 630 BIDDER: ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ 2.B LIST OF PROPOSED SUBCONTRACTORS (continued) [**Duplicate Next 2 Pages if needed for listing additional subcontractors.**] Name and Location Description of Work of Subcontractor to be Subcontracted Name: Address: License No.: Department of Industrial Relation Registration No. Name and Location Description of Work of Subcontractor to be Subcontracted Name: Address: License No.: Department of Industrial Relation Registration No. Name and Location Description of Work of Subcontractor to be Subcontracted Name: Address: License No.: Department of Industrial Relation Registration No. Name and Location Description of Work of Subcontractor • to be Subcontracted Name: Address: License No.: Department of Industrial Relation Registration No. Name and Location Description of Work of Subcontractor to be Subcontracted Name: Address: License No.: Department of Industrial Relation Registration No. CBF- 9 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 27 of 630 BIDDER: ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ 2.0 REFERENCES The following are the names, addresses and telephone numbers for three public agencies for which BIDDER has performed similar work within the past two (2)years: 1. Name and Address of Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed 2. Name and Address of Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed 3. Name and Address of Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed CBF - 10 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 28 of 630 BIDDER: ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ 4. Name and Address of Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed CBF - 11 • City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 29 of 630 BIDDER: ❑❑❑❑❑❑❑❑❑LILT❑❑❑❑❑❑❑❑❑❑❑❑❑ SECTION 3 NON-COLL USIONAFFIDAVIT CBF- 12 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 30 of 630 BIDDER: ❑❑❑❑❑❑❑1100❑nn11❑o❑❑❑❑❑❑❑❑ NON-COLLUSION AFFIDAVIT In accordance with Public Contract Code Section 7106, the undersigned, being first duly sworn, deposes and says that he or she holds the position listed below with the bidder, the party making the foregoing bid,that the bid is not made in the interest of, or on behalf of, any undisclosed person,partnership,company,association,organization,or corporation;that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded,conspired,connived,or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding;that the bidder has not in any manner, directly or indirectly,sought by agreement,communication,or conference with anyone to fix the bid price of the bidder or any other bidder,or to fix any overhead,profit,or cost element of the bid price,or of that of any other bidder,or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract;that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof,or the contents thereof,or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization,bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Signature Typed or Printed Name Title Bidder Subscribed and sworn before me This day of , 20 (Seal) Notary Public in and for the State of California My Commission Expires: CBF - 13 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 31 of 630 BIDDER: 0001100071011000000111100000 SECTION 4 REQUIRED FEDERAL FORMS CBF- 14 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 32 of 630 CONTRACTOR INFORMATION Company Name Address Telephone Fax E-mail Type of Firm: Individual© Partnership© Corporation Di --- Corporation organized under the laws of the State of Contractor's License Number State Classification Expiration Date DIR Registration Number Expiration Date Names and titles of all officers of the firm I � ; CBF- 15 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 33 of 630 CONTRACTOR'S NOTIFICATION OF SUBCONTRACTS AWARDED COVERED AREA: MONTH OF: Subcontractor's Contract Project Completion Date Name/Address Number Contract Amount Start Date(Estimate) (Estimate) Crafts to be Covered The undersigned hereby certifies that: L80 The ELual Opportunity Clauses are indicated in each of the Listed Subcontracts❑10 Each subcontractor or lower tier subcontractor has been notified in writing prior to their beginning construction, of his respective obligations under the Affirmative Action ReDuirements, if applicable. By: ❑❑m❑❑m❑❑❑❑❑m❑❑❑I II I❑❑❑❑❑mm❑❑ ❑❑m❑❑❑❑❑mm❑❑❑❑❑I I lm❑❑❑m❑❑❑❑❑l I ILIJIJUDIEMITIOLILLIMMIDLIDLIL1011101101=110E1 Signature Printed Name and Title ❑m❑I i w wim❑ i mCl❑m❑I i IL& u ❑❑ IMMI i ILILL ULL1=mum=110m❑m❑❑uiw❑L1=I i ICu❑❑I lf-li Imam Contractor Name Contractor Address CBF- 16 ECityoal nl aloryment Bid Package,Vr yNI�C� rlgdfl giiivtNo:31019 Depart�4l'4 14�� 50 {rs and Urban Development Opportunity Certification Office of Housing OMB Control No. 2502-0029 Excerpt From 41 CFR §60-1.4(b) Federal Housing Commissioner (exp. 7/31/2009) The applicant hereby agrees that it will incorporate or cause to be (6) In the event of the contractor's noncompliance with the incorporated into any contract for construction work, or modifi- nondiscrimination clauses of this contract or with any of the cation thereof, as defined in the regulations of the Secretary of said rules, regulations, or orders, this contract may be can- Labor at 41 CFR Chapter 60,which is paid for in whole or in part celed, terminated, or suspended in whole or in part and the with funds obtained from the Federal Government or borrowed contractor may be declared ineligible for further Govern- on the credit of the Federal Government pursuant to a grant, ment contracts or federally assisted construction contracts in contract,loan insurance,or guarantee,or undertaken pursuant to accordance with procedures authorized in Executive Order any Federal program involving such grant,contract,loan,insur- 11246 of September 24, 1965,and such other sanctions may ance, or guarantee,the following equal opportunity clause: be imposed and remedies invoked as provided in Executive Order 11246 of September 24,1965,or by rule,regulation,or During the performance of this contract,the contractor agrees as order of the Secretary of Labor,oras otherwise provided by law. follows: (7) The contractor will include the portion of the sentence imme- (1) The contractor will not discriminate against any employee or diately preceding paragraph (1) and the provisions of para- applicant for employment because of race, color, religion, graphs(1)through(7)in every subcontract or purchase order sex, or national origin. The contractor will take affirmative unless exempted by rules,regulations, or orders of the Sec- action to ensure that applicants are employed, and that em- retary of Labor issued pursuant to section 204 of Executive ployees are treated during employment without regard to Order 11246 of September 24, 1965,so that such provisions ' their race,color,religion,sex,or national origin,such action will be binding upon each subcontractor or vendor. The shall include, but not be limited to the following: Employ- contractor will take such action with respect to any subcon- ment, upgrading, demotion, or transfer; recruitment or re- tract or purchase order as the administering agency may cruitment advertising; layoff or termination;rates of pay or direct as a means of enforcing such provisions, including other forms of compensation; and selection for training, sanctions for noncompliance: Provided, however, That in including apprenticeship. The contractor agrees to post in the event a contractor becomes involved in,or is threatened conspicuous places, available to employees and applicants with, litigation with a subcontractor or vendor as a result of for employment, notices to be provided setting forth the such direction by the administering agency the contractor provisions of this nondiscrimination clause. may request the United States to enter into such litigation to (2) The contractor will,in all solicitations or advertisements for protect the interests of the United States. employees placed by or on behalf of the contractor,state that The applicant further agrees that it will be bound by the above equal all qualified applicants will receive considerations for em- opportunity clause with respect to its own employment practices ployment without regard to race, color, religion, sex, or when it participates in federally assisted construction work: national origin. Provided,That if the applicant so participating is a State or local (3) The contractor will send to each labor union or representative government,the above equal opportunity clause is not applicable of workers with which it has a collective bargaining agree- to any agency,instrumentality or subdivision of such government ment or other contract or understanding, a notice to be which does not participate in work on or under the contract. provided advising the said labor union or workers'represen- tatives of the contractor's commitments under this section, The applicant agrees that it will assist and cooperate actively with and shall post copies of the notice in conspicuous places the administering agency and the Secretary of Labor in obtaining the compliance of contractors and subcontractors with the equal available to employees and applicants for employment. opportunity clause and the rules,regulations,and relevant orders (4) The contractor will comply with all provisions of Executive of the Secretary of Labor, that it will furnish the administering Order 11246 of September 24, 1965, and of the rules,regu- agency and the Secretary of Labor such information as they may lations and relevant orders of the Secretary of Labor. require for the supervision of such compliance, and that it will otherwise assist the administering agency in the discharge of the (5) The contractor will furnish all information and reports re- agency's primary responsibility for securing compliance. quired by Executive Order 11246 of September 24, 1965,and The applicant further agrees that it will refrain from entering into by rules,regulations,and orders of the Secretary of Labor,or any contract or contract modification subject to Executive Order pursuant thereto,and will permit access to its books,records, 11246 of September 24, 1965,with a contractor debarred from,or and accounts by the administering agency and the Secretary who has not demonstrated eligibility for, Government contracts of Labor for purposes of investigation to ascertain compli- and Federally-assisted construction contracts pursuant to the ance with such rules,regulations, and orders. Executive order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed Firm Name and Address By Title CBF- 17 form HUD-92010(3/2006) VA form 26-421 City of Roocmcad,California Did Packagc,Carvcy Park Cym Cooling Addition,Projcct No:31010 Documcnt Control rogc 35 of C30 upon contractors and subcontractors by the administering agency (5) The contractor will furnish all information and reports or the Secretary of Labor pursuant to Part II, Subpart D of the required by Executive Order 10925 of March 6, 1961, as Executive order.In addition,the applicant agrees that if it fails or amended, and by the regulations, and orders of the said refuses to comply with these undertakings, the administering Committee,or pursuant thereto,and will permit access to his agency may take any or all of the following actions: Cancel, books,records,and accounts by HUD and the Committee for terminate,or suspend in whole or in part this grant(contract,loan, purposes of investigation to ascertain compliance with such insurance, guarantee); refrain from extending any further assis- regulations, and orders. tance to the applicant under the program with respect to which the (6) In the event of the contractor's non-compliance with failure or refund occurred until satisfactory assurance of future the nondiscrimination clause of this contract or with any of compliance has been received from such applicant;and refer the case the said regulations, or orders, this contract may be can- to the Department of Justice for appropriate legal proceedings. celled, terminated or suspended in whole or in part and the Excerpt from HUD Regulations contractor may be declared ineligible for further Govern- ment contracts or Federally-assisted construction contracts 200.410Definition of term"applicant". in accordance with procedures authorized in Executive Order (a) In multifamily housing transactions where controls over the 10925 of March 6, 1961,as amende,and such other sanctions mortgagor are exercised by the Commissioner either through may be imposed and remedies invoke s provided in the said Executive Order or by regulations,or order of the President's the ownership of corporate stock or under the provisions of a regulatory agreement,the term"applicant"as used in this Committee on Equal Employment Opportunity, or as other- subpart shall mean the mortgagor. wise provided by law. (7) The contractor will include the provisions of Para- (b) In transactions other than those specified in paragraph(a)of graphs(1)through(7)in every subcontract or purchase order this section,the term"applicant"as used in this subpart shall unless exempted by regulations,or orders of the President's mean the builder, dealer or contractor performing the con- Committee on Equal Employment Opportunity issued pursu- struction,repair or rehabilitation work for the mortgagor or ant to Section 303 of Executive Order 10925 of March 6, other borrower. 1961, as amended, so that such provisions will be binding 200.420Equal Opportunity Clause to be included in contracts and upon each subcontractor or vender. The contractor will take subcontracts. such action with respect to any subcontract or purchase orders as HUD may direct as a means of enforcing such (a) The following equal opportunity clause shall be included in provisions,including sanctions for noncompliance:Provided, each contract and subcontract which is not exempt: however, that in the event the contractor becomes involved During the performance of this contract,the contractor agrees in, or is threatened with, litigation with a subcontractor or as follows: vender as a result of such direction by HUD, the contractor (1) The contractor will not discriminate against any em- may request the United States to enter into such litigation to ployee or applicant for employment because of race, creed, protect the interests of the United States. color,or national origin.The contractor will take affirmative (b) Except in subcontracts for the performance of construction action to ensured that applicants are employed, and that work at the site of construction,the clause is not required to employees are treated during employment without regard to be inserted in subcontracts below the second tier. Subcontracts their race, creed,color, or national origin. Such action shall may incorporate by referenced to the equal opportunity clause. include, but not be limited to the following: employment, upgrading, demotion or transfer;recruitment or recruitment 200.425Modification in and exemptions from the regulations in advertising;layoff or termination;rates of pay or other forms this subpart. of compensation; and selection for training, including ap- (a) The following transactions and contracts are exempt from the prenticeship. The contractor agrees to post in conspicuous regulations in this subpart: places, available to employees and applicants for employ- ment, notices to be provided setting forth the provisions of (1) Loans, mortgages, contracts and subcontracts not ex the nondiscrimination clause. ceeding $10,000. (2)The contractor will in all solicitations or advertisements for (2) Contract and subcontracts not exceeding$100,000 for employees placed by or on behalf of the contractor,state that all standard commercial supplies or raw material; qualified applicants will receive consideration for employment (3)Contracts and subcontracts under which work is to be or has without regard race,creed, color,or national origin. been performed outside the United States and where no recruit- (3) The contractor will send to each labor union or repre- ment of workers within the United States in involved. To the sentative of workers with which he has a collective bargain- extent that work pursuant to such contracts is done within the ing agreement or other contract or understanding,a notice,to Untied States,the equal opportunity clause shall be applicable; be provided,advising the said labor union or workers'repre- (4) Contracts for the sale of Government property where sentative of the contractor's commitments under this section, no appreciable amount of work is involved; and and shall post copies of the notices in conspicuous places (5) Contracts and subcontracts for an indefinite quantity available to employees and applicants for employment. which are not to extend for ore than one year if the purchaser (4) The contractor will comply with all provisions of Ex- determines that the amounts to be ordered under any such ecutive Order 10925 of March 6 1961,as amended,and of the contract or subcontract are not reasonably expected to exceed regulations, and relevant orders of the President's Commit- $100,000 in the case of contracts or subcontracts for standard tee on Equal Employment Opportunity created thereby. commercial supplies and raw materials, or $10,000 in the case of all other contracts and subcontracts. CBF- 18 form HUD-92010(3/06) VA form 26-421 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 36 of 630 CERTIFICATION WITH REGARD TO THE PERFORMANCE OF PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF REQUIRED REPORTS The ❑bidder, Oproposed sub-contractor,hereby certifies that he/she Elhas, Chas not, participated in a previous contract or subcontract subject to the Equal Opportunity Clause, as required by Executive Orders 10925, 11114, or 11246, and that he/she ❑has, Elhas not, filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. Date: _ Project Number: Contract Award: $ Awarding Agency: — "- Contractor Name:. Total Number of Employees Affiliate Company: By: Title: NOTE:The above certification is required by the Equal Employment Opportunity Regulations of the Secretaryof Labor (41 CFR 60-1.7(b)(1), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5(Generally only contracts or subcontracts of$10,000 or under are exempt). Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b)(1)prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the U.S. Department of the Interior or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. SF-100(EEO-1) must be filed by; (A)All private employers who are: (1) Subject to Title VII of the Civil Rights Act of 1964(as amended)with 100 or more employees. (2) Subject to Title VII who has fewer than 100 employees, if the company is owned or affiliated with another company, or there is centralized ownership, control or management so that the group legally constitutes a single enterprise, and the entire enterprise employs a total of 100 or more employees. (B)All federal contractors (private employers),who: (1) Are not exempt as provided for by 41 CFR 60-1.5 (2) Have 50 or more employees, and a. Are prime contractors or first-tier subcontractors, and have a contract, subcontract, or purchase order amounting to$50,000 or more; or b. Serve as a depository of Government funds in any amount,or c. Is a financial institution,which is an issuing, and paying agent for U.S.Savings Bonds and Notes. CBF- 19 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 37 of 630 Exhibit 13 County Lobbyist Certification Los Angeles County Compliance Form—To be submitted with Bid COUNTY LOBBYIST CODE CHAPTER 2,10 COUNTY ORDINANCE NO.93-0031 Name of Firm: - - I Address: State: Zip Code: Telephone Number: ( ) -. Acting on behalf of the above named firm, as its Authorized Official, I make the following Certification to the County of Los Angeles and the Community Development Commission, County of Los Angeles: 1) It is understood that each person/entity/firm who applies for a Community Development Commission contract, and as part of that process, shall certify that they are familiar with the requirements of the Los Angeles County Code, Chapter 2.160 (Los Angeles County Ordinance 93-0031)and; 2) That all persons/entities/firms acting on behalf of the above named firm have and will comply with the County Code, and; 3) That any person/entity/firm who seeks a contract with the Community Development Commission shall be disqualified therefrom and denied the contract and, shall be liable in civil action, if any lobbyist, lobbying firm, lobbyist employer or any other person or entity acting on behalf of the named firm fails to comply with the provisions of the County Code, This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into contract with the Los Angeles County and the Community Development Commission, County of Los Angeles, Authorized Official: By: (Contractor/subcontractor) (signature) ii (Date) (Title) iII fl CBF-20 ki City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 38 of 630 NON-SEGREGATED FACILITES CERTIFICATION Federally-Assisted Construction Projects The federally-assisted construction contractor certifies that he/she DOES NOT and WILL NOT: 1. Maintain or provide, for his/her employees, any segregated facilities at any of his/her establishments. 2. Permit his/her employees to perform their services at any location, under his/her control,where segregated facilities are maintained. The federally-assisted contractor agrees that a breach of this certification is a violation of the Equal Opportunity Clause in this contract. As used in this certification, the term segregated facilities means any waiting room, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color or national origin, because of habit, local custom, or otherwise. The federally-assisted contractor agrees that (except where he/she has obtained identical certifications from proposed subcontractors for specific time periods) he/she will obtain identical certifications from proposed subcontractors prior to the award of subcontractors exceeding$10,000 which are not exempt from the provisions of the Equal Opportunity Clause, and that he/she will retain such certifications in his/her files. NOTE:The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001 Date: Project Number: Company: By: Title: CBF-21 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 39 of 630 NONCOLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY/COUNTY of DEPARTMENT OF PUBLIC WORKS. In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person,partnership, company, association,organization, or corporation;that the bid is genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired,connived,or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding;that the bidder has not in any manner, directly or indirectly,sought by agreement, communication,or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead,profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract;that all statements contained in the bid are true; and,further,that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation,partnership, company association,organization,bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Noncollusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Noncollusion Affidavit. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. CBF-22 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 40 of 630 COMPLIANCE WITH CLEAN AIR AND WATER ACTS (Applicable to federally assisted construction contracts and related subcontracts exceeding$100,000) During the performance of this contract, the contractor and all subcontractors shall comply with the requirements of the Clean Air Act,as amended,42 USC 1857,et seq.,the Federal Water Pollution Control Act,as amended,33 USC 1251,et seq.,and the regulations of the Environmental Protection Agency with respect thereto,at 40 CFR Part 15,as amended. In addition to the foregoing requirements,all nonexempt contractors and subcontractors shall furnish to the owner the following: 1, A stipulation by the contractor or subcontractors that any facility to be utilized in the performance of any nonexempt contract or subcontract is not listed on the List of Violating Facilities issued by the Environmental Protection Agency(EPA)pursuant to 40 CFR 15.20. 2. Agreement by the contractor to comply with all the requirements of Section 114 of the Clean Air Act, as amended (42 USC 1857c-8) and Section 308 of the Federal Water Pollution Control Act, as amended(33 USC 1318)relating to inspection,monitoring, entry,reports, and information,as well as all other requirements specified in said Section 114 and Section 308,and all regulations and guidelines issued thereunder. 3. A stipulation that as a condition for the award of the contract, prompt notice will be given of any notification received from the Director,Office of Federal Activities,EPA,indicating that a facility utilized or to be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities, 4. Agreement by the contractor that he will include, or cause to be included, the criteria and requirements in paragraph(1)through(4)of this section in every nonexempt subcontract and requiring that the contractor will take such action as the Government may direct as a means of enforcing such provisions: Name of Contractor Address Signature and Title Date CBF-23 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 41 of 630 WORKER'S COMPENSATION CERTIFICATION I certify, by signature below, that I am aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code,and I will comply with such provisions before commencing the performance of the work of this contract. Date: Project Number: Project Name: Company Name:. Address: Print Name: Title: Signature: CBF-24 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 42 of 630 NOTICE OF SECTION 3 COMMITMENT To: [Name of Labor Union or Workers'Representative] [Address] Awarding Authority: Project Name and Number: The undersigned currently holds a contract with involving Community Development Block Grant(CDBG)funds from the U.S. Department of Housing and Urban Development(HUD)or a subcontract with a prime contractor holding such contract. You are advised that under the provisions of the above contract or subcontract,and in accordance with Section 3 of the Housing and Urban Development Act of 1968,the undersigned is obligated,to the greatest extent feasible,to give opportunities for training and employment to lower-income residents of the project area and to award contracts for work on the project to business concerns that are located in or are owned in substantial part by project-area residents. Regarding employment opportunities for this project,the minimum number and job titles are: Minimum Number Job Titles Regarding job referrals, request that consideration be given,to the greatest extent feasible,to assignment of persons residing in the service area or neighborhood in which the project is located. The anticipated date the work will begin is For additional information,contact: This notice is furnished to you pursuant to the provisions of the above contract or subcontract and Section 3 of the Housing and Urban Development Act of 1968. Copies of this notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. [ContractodSubcontractor] [Signature] [Date] (Title] CBF-25 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 43 of 630 Section 3 Economic Opportunity Plan 1, Name and Address of Reporting Entity 2. Federal Identification(Contract/Award No.): 3. Dollar Amount of Award: (Recipient,Sub-recipient,Contractor.Subcontractor): 4. Contact Person: 5. Phone(Include Area Code): 6. Reporting Period: 7. Date Report Submitted: 8, Program Code: (Use a separate sheet for each Program Code) Program Codes 1. Flexible Subsidy 2. Section 2021811 3. Publie/Indian Housing Development,Operation,and Modernization 4. Homeless Assistance S HOME 6, HOME-State Administered 7,CDBG-Entitlement 8. CDBG-State Administered 9. Other CO Programs 10. Other Housing Programs Part I: Employment and Training Commitment TOTAL SECTION %OF AGGREGATE CODE(S) NEW 3 NEW HIRES WHO ARE JOB CLASSIFICATION HIRES HIRES SECTION 3 HIRES RACIAL ETHNIC Professionals Technicians Office/Clerical Trade: Trade: TOTAL: Part II: Contract Award Commitment to Section 3 Businesses(subcontractors,Suppliers,Vendors,or Service Providers) SPECIFY CONSTRUCTION OR CODE(S) NONCONSTRUCTION CONTRACT NAME OF SECTION 3 BUSINESS CONCERN CONTRACT AMOUNT RACIAL ETHNIC RACIAL BACKGROUND: SINGLE CATEGORIES DOUBLE CATEGORIES 1, American Indian/Alaska Native 6- American Indian or Alaska Native AND White 2. Asian 7, Asian AND White 3. Black/African American 8. Black or African American AND White 4. Native Hawaiian/Other Pacific Islander 9. American Indian or Alaska Native AND Black or African American 5. White 10. Other-for individuals not identified above. ETHNIC BACKGROUND: A. Hispanic/Latino B. Not Hispanic/Latino CBF-26 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 44 of 630 .. Section 3 Business Certification Form Business Name: Business Address: Telephone Number: Contract Amount:.$ The above-mentioned business firm is a.Section 3.business concern based on the following:qualification: 1. ❑ 51 percent owned by Section;3 residents(attach Section 3 Resident Certification forms) 'OR 2. 0 Permanent full-time employees include at least 30 percent Section 3 residents (attach Section.3 Resident Certification forms) OR 3. 0 Written commitment to subcontract at least 25 percent of Contract amount to business concerns that meet Section 3 qualification stated in paragraph 1 or 2 above(attach Section.3 Economic.Opportunity Plan,Section 3.Business Certification form for subcontractor,and Section 3 Resident Certification forms) OR 4. 0 Written commitment that Section 3 qualified new hireswill:.comprise at least 30 G percentof total new hires(attach Section 3 EconomicOpportunity Plan) Specify ethnicity of business ownership: White American 0: Black American 0 Native American 0 Hispanic American 0. Asian Pacific 0 Hasidic Jewish The undersigned by his!her signature affixed hereto declares under penalty of perjury:that the above information is complete and correct. I 6 Date Signature Print Name Title _' CBF-27 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 45 of 630 CERTIFICATION OF UNDERSTANDING AND AUTHORIZATION Pro@ct Name ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ Pro❑ect Number ❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑®❑❑❑❑❑❑❑❑❑❑❑❑LIM❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ This is to certify that the principles and the authoriL d payroll officer have read and understand the Minutes of the Preconstruction Conference and the labor standards clauses pertaining to the sub@ct pros ct. The following personL ❑is designated as the payroll officer for the undersigned and is authoriLbd to sign the Statement of Compliance, which will accompany our weedy certified payroll reports for this pro❑ect. Designated Payroll Officer dame❑❑❑❑®❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ Designated Payroll Officer CSignature❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ Authori Led by CContractor/Subcont ractor❑❑®❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ Signature Title mRS❑Employer Identification Number Date CBF-28 City of Rosemead,California Bid Package,Garvey Park GAddition,Project No:31019 Document Control Page 46 of 630 g M.. O '4 ti ice" . CIVIC PRIDE. Prtfq 4kb4PORATED CONSTRUCTION CONTRACT GARVEY PARK GYM COOLING ADDITION (COMPANY NAME) 1. PARTIES AND DATE This Contract is made and entered into this ❑❑❑❑❑❑day of❑❑❑❑❑❑❑❑❑❑❑❑❑q 20000❑ -` effective Datecby and between the City of Rosemead, a municipal corporation of the State of California, located at 8838 E. Valley Blvd., Rosemead, California 91770, ("City") and COMPAN❑ NAME with its principal place of business at COMPAN❑ADDRESS [hereinafter referred to as "Contractor"). City and Contractor are sometimes individually referred to as "Party" and collectively as "Parties" in this Contract. 2. RECITALS 2.1 Contractor Contractor desires to perform and assume responsibility for the Garvey Park Gym Cooling Addition by the City on the terms and conditions set forth in this Contract. Contractor represents that it is eLperienced in providing such wor❑services to public clients, that it and its employees or subcontractors have all necessary licenses and permits to perform the Services in the State of California, and that is familiar with the plans of City. 2.2 Project City desires to engage Contractor to render such services described herein as Pro@ct ("Project") as set forth in this Contract. 3. TERMS i 3.1 Scope of Services and Term 3.1.1 ❑eneral Scope of Services. Contractor promises and agrees to furnish to the City all labor, materials, tools, e❑uipment, services, and incidental and customary wor❑ necessary to fully and adeCuately supply the professional construction services necessary for the Prolbct nServices"). The Services are more particularly described in Exhibit "A" attached hereto and incorporated herein by reference. All Services shall be subLect to, and performed in accordance with, this Contract, the eChibits attached hereto and incorporated herein by reference, and all applicable local, state and federal laws, rules and regulations. I i City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 47 of 630 Company Name Page 2 of 11 3.1.2 Term. The term of this Contract shall be from Effective Date shown above to Month, Date and Dear unless earlier terminated as provided herein. Contractor shall complete the Services within the term of this Contract, and shall meet any other established schedules and deadlines. The Parties may, by mutual, written consent, extend the term of this Contract if necessary to complete the Services. 3.2 Responsibilities of Contractor. 3.2.1 Control and Payment of Subordinates❑Independent Contractor. The Services shall be performed by Contractor or under its supervision. Contractor will determine the means, methods and details of performing the Services subCect to the re❑uirements of this Contract. City retains Contractor on an independent contractor basis and not as an employee. Contractor retains the right to perform similar or different services for others during the term of this Contract. Any additional personnel performing the Services under this Contract on behalf of Contractor shall also not be employees of City and shall at all times be under Contractor's exclusive direction and control. Contractor shall pay all wages, salaries, and other amounts due such personnel in connection with their performance of Services under this Contract and as reEUired by law. Contractor shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taCes, income to❑withholding, unemployment insurance, disability insurance, and workers' compensation insurance. 3.2.2 Schedule of Services: Contractor shall perform the Services eLpeditiously, within the term of this Contract, and within the schedules timeline. Contractor represents that it has the professional and technical personnel re❑uired to perform the Services in conformance with such conditions. In order to facilitate Contractor's conformance with the Schedule, City shall respond to Contractor's submittals in a timely manner. Upon realest of City, Contractor shall provide a more detailed schedule of anticipated performance to meet the Schedule of Services. 3.2.3 Conformance to Applicable Re❑uirements. All worE prepared by Contractor shall be subCect to the approval of City. 3.2.4 City's Representative. The City hereby designates the Assistant City Manager, Ben Dim, or his designee, to act as its representative for the performance of this Contract ("City's Representative"). City's Representative shall have the power to act on behalf of the City for all purposes under this Contract. Contractor shall not accept direction or orders from any person other than the City's Representative or his or her designee. 3.2.5 Contractor's Representative. Contractor hereby designates Protect Manager, or his designee, to act as its representative for the performance of this Contract ("Contractor's Representative"). Contractor's Representative shall have full authority to represent and act on behalf of the Contractor for all purposes under this Contract. The Contractor's Representative shall supervise and direct the Services, using his/her best sdll and attention, and shall be responsible for all means, methods, techniaues, seCuences and procedures and for the satisfactory coordination of all portions of the Services under this Contract. City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 48 of 630 Company Name Page 3 of 11 3.2.0 Coordination of Services. Contractor agrees to wor❑closely with City staff in the performance of Services and shall be available to City's staff, consultants and other staff at all reasonable times. 3.2.7 Standard of CareLPerformance of Employees. Contractor shall perform all Services under this Contract in a sEillful and competent manner, consistent with the standards generally recognii�d as being employed by professionals in the same discipline in the State of California. Contractor represents and maintains that it is spilled in the professional calling necessary to perform the Services. Contractor warrants that all employees and subcontractors shall have sufficient spill and ei perience to perform the Services assigned to them. Finally, Contractor represents that it, its employees and subcontractors have all licenses, permits, ❑ualifications and approvals of whatever nature that are legally re❑uired to perform the Services, including a City Business License if applicable, and that such licenses and approvals shall be maintained throughout the term of this Contract. As provided for in the indemnification provisions of this Contract, Contractor shall perform, at its own cost and eEpense and without reimbursement from the City, any services necessary to correct errors or omissions which are caused by the Contractor's failure to comply with the standard of care provided for herein. Any employee of the Contractor or its sub-contractors who is determined by the City to be uncooperative, incompetent, a threat to the ade❑uate or timely completion of the Protect, a threat to the safety of persons or property, or any employee who fails or refuses to perform the Services in a manner acceptable to the City, shall be promptly removed from the Pro@ct by the Contractor and shall not be re-employed to perform any of the Services or to wor❑on the Pro @ct. 3.2.8 Caws and Regulations. Contractor shall Peep itself fully informed of and in compliance with all local, state aind federal laws, rules and regulations in any manner affecting the performance of the ProEect or the Services, including all Cal/OSHA, A❑MD re❑uirements, and shall give all notices re❑uired by law. Contractor shall be liable for all violations of such laws and regulations in connection with Services. If the Contractor performs any wor❑bowing it to be contrary to such laws, rules and regulations and without giving written notice to the City, Contractor shall be solely responsible for all costs arising therefrom. Contractor shall defend, indemnify and hold City, its officials, directors, officers, employees and agents free and harmless, pursuant to the indemnification provisions of this Contract, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations. 3.2.9 Insurance: Contractor shall maintain, prior to the beginning of and for the duration of this Contract, insurance coverage as specified in Echibit B attached to and part of this Contract. 3.2.10 Safety. Contractor shall eLbcute and maintain its wor❑so as to avoid inary or damage to any person or property. In carrying out its Services, the Contractor shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall eLdreise all necessary precautions for the safety of employees appropriate to the nature of the wor❑ and the conditions under which the wor❑ is to be performed. Safety precautions as applicable shall include, but shall not be limited to: AD City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 49 of 630 Company Name Page 4 of 11 adeCuate life protection and life saving eCuipment and procedures❑r:p instructions in accident prevention for all employees and subcontractors, such as safe walCways, scaffolds, fall protection ladders, bridges, gang plant;;, confined space procedures, trenching and shoring, e❑uipment and other safety devices, eCuipment and wearing apparel as are necessary or lawfully reCuired to prevent accidents or inDriesDand [CLade❑uate facilities for the proper inspection and maintenance of all safety measures. 3.2.11 Prevailing 0 ages. Contractor is aware of the re❑uirements of California Labor Code Section 1720, et sea, and 1770, et sea, as well as California Code of Regulations, Title 8, Section 1600, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" pro@cts. If the Services are being performed as part of an applicable"public works" or"maintenance" pro@ct, as defined by the Prevailing ❑ age Caws, and if the total compensation is ❑I,000 or more, Contractor agrees to fully comply with such Prevailing ❑ age paws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Contract. Contractor shall maLb copies of the prevailing rates of per diem wages for each craft, classification or type of worC@r needed to ePecute the Services available to interested parties upon re❑uest, and shall post copies at the Contractor's principal place of business and at the project site. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing p age paws. 3.2.12 Bonds. 3.2.12.1 Performance Bond: If specifically re❑uested by City, Contractor shall eLbcute and provide to City concurrently with this Contract a Performance Bond in the amount of the total, not-to-eLbeed compensation indicated in this Contract, and in a form provided or approved by the City. If such bond is re❑uired, no payment will be made to Contractor until it has been received and approved by the City. 3.2.12.2 Payment Bond. If reC.tired by law or otherwise specifically repuested by City, Contractor shall eC@cute and provide to City concurrently with this Contract a Payment Bond in the amount of the total, not-to-eLbeed compensation indicated in this Contract, and in a form provided or approved by the City. If such bond is re❑uired, no payment will be made to Contractor until it has been received and approved by the City. 3.2.12.3 Bond Provisions. Should, in City's sole opinion, any bond become insufficient or any surety be found to be unsatisfactory, Contractor shall renew or replace the affected bond within 10 days of receiving notice from City. In the event the surety or Contractor intends to reduce or cancel any reCUired bond, at least thirty 300days prior written notice shall be given to the City, and Contractor shall post acceptable replacement bonds at least ten d 0❑days prior to eLpiration of the original bonds. No further payments shall be deemed due or will be made under this Contract until any replacement bonds repaired by this Section are accepted by the City. To the eLtent, if any, that the total compensation is increased in accordance with the Contract, the Contractor shall, upon realest of the City, cause the amount of the bonds to be increased accordingly and shall promptly deliver satisfactory evidence of such increase to the City. To the eLtent available, City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 50 of 630 Company Name Page 5 of 11 - ' the bonds shall further provide that no change or alteration of the Contract CrIcluding,without limitation, an increase in the total compensation, as referred to above Ll eLtensions of time, or modifications of the time, terms, or conditions of payment to the Contractor, will release the surety. If the Contractor fails to furnish any re❑uired bond, the City may terminate this Contract for cause. 3.2.12.4 Surety ❑ualifications. Only bonds eL cuted by an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, shall be accepted. The surety must be a California-admitted surety with a current A.M. Best's rating no less than A:Vlll and satisfactory to the City. If a California-admitted surety insurer issuing bonds does not meet these re❑uirements, the insurer will be considered ❑ualified if it is in conformance with Section 995.0E0 of the California Code of Civil Procedure, and proof of such is provided to the City. 3.3 Fees and Payments. 3.3.1 Compensation. The total compensation shall not eLl eed Dollar Amount in ❑ ord Format Dollars LNumerical❑without advance written approval of City's prof ct manager. ECtra ❑ or❑may be authoriE�d, as described below, and if authoriL�d, will be compensated at the rates and manner set forth in this Contract. 3.3.2 Payment of Compensation. Contractor shall submit to City a monthly itemistatement that indicates worE completed and hours of Services rendered by Contractor. The statement shall describe the amount of Services and supplies provided since the initial commencement date, or since the start of the subse❑uent billing periods, as appropriate, through the date of the statement. City shall, within 45 days after receiving such statement, review the statement and pay all approved charges. The payments will be sub E ct to a 5% retention amount, which would be released and paid after all wor❑under the Contract has been satisfactorily completed, and 35 days after a Notice of Completion is filed with the County of Dos Angeles. 3.3.3 Reimbursement for ELpenses. Contractor shall not be reimbursed for any eLpenses unless authoriCbd in writing by City. ' I 3.3.4 ECtra ❑ or❑ At any time during the term of this Contract, City may request that Contractor perform Extra Work. As used herein, "Extra Work" means any wor❑ that is determined by City to be necessary for the proper completion of the Pro C�ct, but which the parties did not reasonably anticipate would be necessary at the eCecution of this Contract. Contractor shall not perform, nor be compensated for, E Ctra ❑ or❑without written authorization from City's Representative. - i 3.4 Accounting Records. 3.4.1 Maintenance and Inspection. Contractor shall maintain complete and accurate records with respect to all costs and eLpenses incurred under this Contract. All such records shall be clearly identifiable. Contractor shall allow a representative of City during normal business hours to eDamine, audit, and mace transcripts or copies of such records and any other documents created pursuant to this Contract. Contractor shall allow City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 51 of 630 Company Name Page ❑of 11 inspection of all worq data, documents, proceedings, and activities related to the Contract for a period of three GB❑years from the date of final payment under this Contract. 3.5 General Provisions. 3.5.1 Termination of Contract. 3.5.1.1 ❑rounds for Termination. City may, by written notice to Contractor, terminate the whole or any part of this Contract at any time and without cause by giving written notice to Contractor of such termination, and specifying the effective date thereof, at least seven C70 days before the effective date of such termination. Upon termination, Contractor shall be compensated only for those services that have been ade❑uately rendered to City, and Contractor shall be entitled to no further compensation. Contractor may not terminate this Contract eCCept for cause. 3.5.1.2 Effect of Termination. If this Contract is terminated as provided herein, City may re❑uire Contractor to provide all finished or unfinished Documents and Data and other information of any rind prepared by Contractor in connection with the performance of Services under this Contract. Contractor shall be re❑uired to provide such document and other information within fifteen El5❑days of the re❑uest. 3.5.1.3 Additional Services. In the event this Contract is terminated in whole or in part as provided herein, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated. 3.5.2 Delivery of Notices. All notices permitted or re❑uired under this Contract shall be given to the respective parties at the following address, or at such other address as the respective parties may provide in writing for this purpose: CONTRACTOR: Company Name Address City, State, Dip Code Attn: ProCcct Manager's Name Tel: 0000❑000-0000 CIT❑: City of Rosemead 8838 E. Valley Boulevard Rosemead, CA 91770 Attn: Ben Dim, Assistant City Manager Such notice shall be deemed made when personally delivered or when mailed, forty-eight 2180hours after deposit in the U.S. Mail, first class postage prepaid and addressed to the party at its applicable address. Actual notice shall be deemed ade❑uate notice on the date actual notice occurred, regardless of the method of service. J City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 52 of 630 Company Name Page 7 of 11 3.5.3 Cooperation❑Further Acts. The Parties shall fully cooperate with one another, and shall tale any additional acts or sign any additional documents as may be necessary, appropriate or convenient to attain the purposes of this Contract. 3.5.4 Attorney's Fees. If either party commences an action against the other party, either legal, administrative or otherwise, arising out of or in connection with this Contract, the prevailing party in such litigation shall be entitled to have and recover from the losing party reasonable attorney's fees and all other costs of such action. 3.5.5 Indemnification. Contractor shall defend, indemnify and hold the City, its officials, officers, employees, volunteers and agents free and harmless from any and all claims, demands, causes of action, costs, eLpenses, liability, loss, damage or inary, in law or e❑uity, to property or persons, including wrongful death, in any manner arising out of or incident to any alleged acts, omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with the performance of the Services, the Pro@Ct or this Contract, including without limitation the payment of all conse❑uential damages and attorneys fees and other related costs and expenses. Contractor shall defend, at Contractor's own cost, eLpense and risq any and all such aforesaid suits, actions or other legal proceedings of every Lind that may be brought or instituted against City, its directors, officials, officers, employees, agents or volunteers. Contractor shall pay and satisfy any lodgment, award or decree that may be rendered against City or its directors, officials, officers, employees, agents or volunteers, in any such suit, action or other legal proceeding. Contractor shall reimburse City and its directors, officials, officers, employees, agents and/or volunteers, for any and all legal eLpenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City, its directors, officials, officers, employees, agents or volunteers. 3.5.❑ Entire Contract. This Contract contains the entire Contract of the parties with respect to the sublect matter hereof, and supersedes all prior negotiations and understandings. This Contract may only be modified by a writing signed by both parties. 3.5.7 ❑overning ❑aw. This Contract shall be governed by the laws of the State of California. Venue shall be in Dos Angeles County. 3.5.8 Time of Essence. Time is of the essence for each and every provision of this Contract. 3.5.9 City's Right to Employ Other Contractors. City reserves right to employ other contractors in connection with this Pr0E ct. 3.5.10 Successors and Assigns. This Contract shall be binding on the successors and assigns of the parties. 3.5.11 Assignment or Transfer. Contractor shall not assign, hypothecate, or transfer, either directly or by operation of law, this Contract or any interest herein without the prior written consent of the City. Any attempt to do so shall be null and void, and any assignees, hypothecates or transferees shall acEuire no right or interest by reason of such City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 53 of 630 Company Name Page 8 of 11 attempted assignment, hypothecation or transfer. 3.5.12 ConstructionCReferences❑Captions. Since the Parties or their agents have participated fully in the preparation of this Contract, the language of this Contract shall be construed simply, according to its fair meaning, and not strictly for or against any Party. Any term referencing time, days or period for performance shall be deemed calendar days and not worCdays. All references to Contractor include all personnel, employees, agents, and subcontractors of Contractor, eL ept as otherwise specified in this Contract. All references to City include its elected officials, officers, employees, agents, and volunteers eL ept as otherwise specified in this Contract. The captions of the various articles and paragraphs are for convenience and ease of reference only, and do not define, limit, augment, or describe the scope, content, or intent of this Contract. 3.5.13 Amendment:Modification. No supplement, modification, or amendment of this Contract shall be binding unless eL cuted in writing and signed by both Parties. 3.5.14 ❑ aiver. No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. No waiver, benefit, privilege, or service voluntarily given or performed by a Party shall give the other Party any contractual rights by custom, estoppels, or otherwise. 3.5.15 No Third Party Beneficiaries. There are no intended third party beneficiaries of any right or obligation assumed by the Parties. 3.5.1❑InvalidityLSeverability. If any portion of this Contract is declared invalid, illegal, or otherwise unenforceable by a court of competent Urisdiction, the remaining provisions shall continue in full force and effect. 3.5.17 Prohibited Interests. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee worC�ng solely for Contractor, to solicit or secure this Contract. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee wordng solely for Contractor, any fee, commission, percentage, broL�rage fee, gift or other consideration contingent upon or resulting from the award or madng of this Contract. For breach or violation of this warranty, City shall have the right to rescind this Contract without liability. For the term of this Contract, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Contract, or obtain any present or anticipated material benefit arising therefrom. 3.5.18 ECUaI Opportunity Employment. Contractor represents that it is an eLUal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religion, color, national origin, handicap, ancestry, se❑ or age. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. Contractor shall also comply with all relevant provisions of City's Minority Business Enterprise program, Affirmative Action Plan or other related programs or guidelines currently in effect or hereinafter enacted. 3.5.19 Labor Certification. By its signature hereunder, Contractor certifies that City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 54 of 630 Company Name Page 9 of 11 it is aware of the provisions of Section 3700 of the California ❑abor Code that re❑uire every employer to be insured against liability for Worker's Compensation or to undertaEb self- insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Services. 3.5.20 Authority to Enter Contract. Contractor has all re❑uisite power and authority to conduct its business and to eEbcute, deliver, and perform the Contract. Each Party warrants that the individuals who have signed this Contract have the legal power, right, and authority to maEb this Contract and bind each respective Party. 3.5.21 Counterparts. This Contract may be signed in counterparts, each of which shall constitute an original. 3.6 Subcontracting. 3.E 1 Prior Approval Re❑uired. Contractor shall not subcontract any portion of the wor❑re❑uired by this Contract, eCcept as eEpressly stated herein, without prior written approval of City. Subcontracts, if any, shall contain a provision mating them sub@ct to all provisions stipulated in this Contract. [SID NATURES ON NEXT PA❑E❑ City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 55 of 630 Company Name Page 10 of 11 CIT❑ OF ROSEMEAD COMPAN❑ NAME ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑ By:❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑ ❑loria Molleda, City Manager Date Signature Date Name: Print Attest: Title: ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑M❑ EricL Hernandeq City Cler❑ Date of Corporation,TO 0 SI❑NATURES, President OR Vice President AND Secretary,AND CORPORATE SEA❑OF CONTRACTOR RE❑UIRED❑ Approved as to Form: By: ❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑ Rachel Richman, City Cler❑ Date Name:❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ Title: City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 56 of 630 Company Name EXHIBIT A SCOPE OF CONTRACT SERVICES SEE ATTACHED BID SCHEDU❑E/PROPOSA❑ 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 57 of 630 Company Name EXHIBIT B INSURANCE REQUIREMENTS Prior to the beginning of and throughout the duration of the Work, Contractor will maintain insurance in conformance with the requirements set forth below. Contractor will use existing coverage to comply with these requirements. If that existing coverage does not meet the requirements set forth here, Contractor agrees to amend, supplement or endorse the existing coverage to do so. Contractor acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds available to City in excess of the limits and coverage required in this Contract and which is applicable to a given loss, will be available to City. Contractor shall provide the following types and amounts of insurance: Commercial ❑eneral Liability Insurance. Contractor shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form C❑ 00 01, in an amount not less than ❑1,000,000 per occurrence, L2,000,000 general aggregate, for bodily inary, personal inary, and property damage, and a 02,000,000 completed operations aggregate. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO "insured contract" language will not be accepted. Automobile liability insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily in Wiry and property damage for all activities of the Contractor arising out of or in connection with ❑ or❑to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than ❑1,000,000 combined single limit for each accident. ❑ or❑ers' compensation insurance. Contractor shall maintain Workers' Compensation Insurance (Statutory Limits) and Employer's Liability Insurance (with limits of at least $1,000,000) for Contractor 's employees in accordance with the laws of the State of California, Section 3700 of the Labor Code In addition, Contractor shall reLUire each subcontractor to similarly maintain Workers' Compensation Insurance and Employer's Liability Insurance in accordance with the laws of the State of California, Section 3700 for all of the subcontractor's employees. ELcess or Umbrella Liability Insurance. Cover PrimaryLContractor shall obtain and maintain an umbrella or eLcess liability insurance policy that will provide bodily inary, personal inary and property damage liability coverage at least as broad as the primary coverages set forth above, including commercial general liability, automobile liability, and employer's liability. Such policy or policies shall include the following terms and conditions: Contractor shall obtain and maintain an umbrella or eCcess liability insurance policy that will provide bodily inary, personal inCury and property damage liability coverage at least as broad as the primary coverages set forth above, including commercial general liability, automobile liability, and employer's liability. Such policy or policies shall include the following terms and conditions: City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 58 of 630 Company Name • A drop down feature re❑uiring the policy to respond in the event that any primary insurance that would otherwise have applied proves to be uncollectable in whole or in part for any reason❑ • Pay on behalf of wording as opposed to reimbursement❑ • Concurrency of effective dates with primary policies and • Policies shall "follow form" to the underlying primary policies. • Insureds under primary policies shall also be insureds under the umbrella or ei ess policies. Builder's risk insurance. Upon commencement of construction and with approval of Agency, Contractor shall obtain and maintain builder's risk insurance for the entire duration of the ProE ct until only the Agency has an insurable interest. The Builder's Risk coverage shall include the coverages as specified below. The named insureds shall be Contractor and Agency, including its officers, officials, employees, and agents. All Subcontractors Ile Iluding those solely responsible for design JD ori i lof any tier and suppliers shall be included as additional insureds as their interests may appear. Contractor shall not be re❑uired to maintain property insurance for any portion of the Profollowing transfer of control thereof to Agency. The policy shall contain a provision that all proceeds from the builder's risk policy shall be made payable to the Agency. The Agency will act as a fiduciary for all other interests in the Pro E ct. Policy shall be provided for replacement value on an "all risd'basis for the completed value of the pro ct. There shall be no coinsurance penalty or provisional limit provision in any such policy. Policy must include: d❑ coverage for any ensuing loss from faulty wor❑tnanship, Nonconforming ❑ orq omission or deficiency in design orspecificationsi i7❑ coverage against machinery accidents and operational testingil3❑coverage for removal of debris, and insuring the buildings, structures, machinery, ecuipment, materials, facilities, fixtures and all other properties constituting a part of the Proct❑RloOrdinance or law coverage for contingent rebuilding, demolition, and increased costs of construction❑C5❑ transit coverage linless insured by the supplier or receiving contractorq with sub-limits sufficient to insure the full replacement value of any Eby e❑uipment item I I u❑Ocean marine cargo coverage insuring any ProEct materials or supplies, if applicable❑l7❑coverage with sub-limits sufficient to insure the full replacement value of any property or e❑Uipment stored either on or off the Site or any staging area. Such insurance shall be on a form acceptable to Agency to ensure ade❑uacy of terms and sublimits and shall be submitted to the Agency prior to commencement of construction. Insurance procured pursuant to these requirements shall be written by insurers that are admitted carriers in the state of California and with an A.M. Bests rating of A-or better and a minimum financial size VII. ❑eneral conditions pertaining to provision of insurance coverage by Contractor. �i Contractor and City agree to the following with respect to insurance provided by Contractor: — 1. Contractor agrees to have its insurer endorse the third party ❑eneral liability policies shall provide or be endorsed to provide that Agency and its officers, officials, employees, agents, and volunteers shall be additional insurer under such policies I 'I City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 59 of 630 Company Name using standard ISO endorsement No. C❑ 2010. . Contractor also agrees to reCUire all contractors, and subcontractors to do liLLwise. 2. No liability insurance coverage provided to comply with this Contract shall prohibit Contractor, or Contractor's employees, or agents, from waiving the right of subrogation prior to a loss. Contractor agrees to waive subrogation rights against City regardless of the applicability of any insurance proceeds, and to re❑uire all contractors and subcontractors to do IiLbwise. 3. All insurance coverage and limits provided by Contractor and available or applicable to this Contract are intended to apply to the full eLtent of the policies. Nothing contained in this Contract or any other Contract relating to the City or its operations limits the application of such insurance coverage. 4. None of the coverage re❑uired herein will be in compliance with these re❑uirements if they include any limiting endorsement of any Lind that has not been first submitted to City and approved of in writing. 5. No liability policy shall contain any provision or definition that would serve to eliminate so-called"third party action over"claims, including any eLblusion for bodily in Dry to an employee of the insured or of any contractor or subcontractor. ❑. All coverage types and limits reLuired are subCbct to approval, modification and additional re❑uirements by the City, as the need arises. Contractor shall not maLI any reductions in scope of coverage elimination of contractual liability or reduction of discovery period❑that may affect City's protection without City's prior written consent. 7. Proof of compliance with these insurance re❑uirements, consisting of certificates of insurance evidencing all of the coverage reDuired and an additional insured endorsement to Contractor's general liability policy, shall be delivered to City at or prior to the eLecution of this Contract. In the event such proof of any insurance is not delivered as re❑uired, or in the event such insurance is canceled at any time and no replacement coverage is provided, City has the right, but not the duty, to obtain any insurance it deems necessary to protect its interests under this or any other Contract and to pay the premium. Any premium so paid by City shall be charged to and promptly paid by Contractor or deducted from sums due Contractor, at City option. 8. CertificateL ❑are to reflect that the insurer will provide 30 days notice to City of any cancellation of coverage. Contractor agrees to re❑uire its insurer to modify such certificates to delete any eLbulpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, or that any party will "endeavor" (as opposed to being reCuired❑to comply with the re❑uirements of the certificate. City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 60 of 630 Company Name 9. It is acoiowledged by the parties of this Contract that all insurance coverage re❑uired to be provided by Contractor or any subcontractor, is intended to apply first and on a primary, noncontributing basis in relation to any other insurance or self insurance available to City. 10.Contractor agrees to ensure that subcontractors, and any other party involved with the protect who is brought onto or involved in the protect by Contractor, provide the same minimum insurance coverage re❑uired of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the re❑uirements of this section. Contractor agrees that upon re❑uest, all Contracts with subcontractors and others engaged in the protect will be submitted to City for review. 11.Contractor agrees not to self-insure or to use any self-insured retentions or deductibles on any portion of the insurance re❑uired herein and further agrees that it will not allow any contractor, subcontractor, Architect, Engineer or other entity or person in any way involved in the performance of wor❑on the protect contemplated by this Contract to self-insure its obligations to City. If Contractor's existing coverage includes a deductible or self-insured retention, the deductible or self- insured retention must be declared to the City. At that time the City shall review options with the Contractor, which may include reduction or elimination of the deductible or self-insured retention, substitution of other coverage, or other solutions. 12.The City reserves the right at any time during the term of the contract to change the amounts and types of insurance re❑uired by giving the Contractor ninety 190❑days advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City will negotiate additional compensation proportional to the increased benefit to City. 13.For purposes of applying insurance coverage only, this Contract will be deemed to have been eLecuted immediately upon any party hereto taring any steps that can be deemed to be in furtherance of or towards performance of this Contract. 14.Contractor ac[itowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of non-compliance with any insurance reCuirement in no way imposes any additional obligations on City nor does it waive any rights hereunder in this or any other regard. 15.Contractor will renew the reLuired coverage annually as long as City, or its employees or agents face an eLposure from operations of any type pursuant to this Contract. This obligation applies whether or not the Contract is canceled or terminated for any reason. Termination of this obligation is not effective until City eLecutes a written statement to that effect. 1 a Contractor shall provide proof that policies of insurance reCuired herein eCpiring during the term of this Contract have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has been ordered City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 61 of 630 Company Name shall be submitted prior to egpiration. A coverage binder or letter from Contractor's insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as reOuired in these specifications applicable to the renewing or new coverage must be provided to City within five days of the eLpiration of the coverage. 17.The provisions of any workers' compensation or similar act will not limit the obligations of Contractor under this Contract. Contractor eLpressly agrees not to use any statutory immunity defenses under such laws with respect to City, its employees, officials and agents. 18.ReEuirements of specific coverage features or limits contained in this section are not intended as limitations on coverage, limits or other re❑uirements nor as a waiver of any coverage normally provided by any given policy. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue, and is not intended by any party or insured to be limiting or all-inclusive. 19.These insurance reCuirements are intended to be separate and distinct from any other provision in this Contract and are intended by the parties here to be interpreted as such. 20.The re❑uirements in this Section supersede all other sections and provisions of this Contract to the eLtent that any other section or provision conflicts with or impairs the provisions of this Section. 21.Contractor agrees to be responsible for ensuring that no contract used by any party involved in any way with the proCect reserves the right to charge City or Contractor for the cost of additional insurance coverage reCuired by this Contract. Any such provisions are to be deleted with reference to City. It is not the intent of City to reimburse any third party for the cost of complying with these reLuirements. There shall be no recourse against City for payment of premiums or other amounts with respect thereto. Contractor agrees to provide immediate notice to City of any claim or loss against Contractor arising out of the wor❑ performed under this Contract. City assumes no obligation or liability by such notice, but has the right Clout not the duty❑to monitor the handling of any such claim or claims if they are liLbly to involve City. City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 62 of 630 CITY OF ROSEMEAD GARVEY PARK GYM COOLING ADDITION PROJECT No. 31019 • PERFORMANCE BOND City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 63 of 630 PERFORMANCE BOND WHEREAS the CITY OF ROSEMEAD (also herein "Obligee") has awarded to (hereinafter"Contractor"), a contract for work consisting of but not limited to,furnishing all labor,materials,tools,equipment, services, and incidentals for the GARVEY PARK GYM COOLING ADDITION and all other required structures and facilities within the rights-of-way, easements and permits; WHEREAS, the Work to be performed by the Contractor is more particularly set forth in that certain contract for the said Public Work dated (hereinafter the "Public Work Contract"); and WHEREAS,the Contractor is required by said Public Work Contract to perform the terms thereof and to provide a bond both for the performance and guaranty thereof, NOW, THEREFORE, we , the undersigned Contractor, as Principal, and , a corporation organized and existing under the laws of the State of , and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the CITY OF ROSEMEAD in the sum of dollars, ($ ), said sum being not less than 100% of the total amount payable by the said Obligee under the terms of the said Public Work Contract, for which payment well and truly to be made,we bind ourselves,our heirs,executors and administrators,successors and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH,that if the Principal,his or its heirs,executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the said Public Work Contract and any alteration thereof made as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified,and in all respects according to their intent and meaning; and shall faithfully fulfill the one-year guarantee of all materials and workmanship; and indemnify and save harmless the Obligee,its officers and agents,as stipulated in the said Public Work Contract,then this obligation shall become null and void; otherwise it shall be and remain in full force and effect. In the event legal action is required to enforce the provisions of this agreement, the prevailing party shall be entitled to recover reasonable attorneys'fees in addition to court costs, necessary disbursements, and other damages. In case legal action is required to enforce the provisions of this bond,the prevailing party shall be entitled to recover reasonable attorneys' fees in addition to court costs, necessary disbursements and other consequential damages. The said Surety, for value received, hereby stipulates and agrees that no change, extensions of time,alteration or addition to the terms of the Public Work Contract or to the Work to be performed thereunder, or the specifications accompanying the same shall in any way affect its PERFORMANCE BOND- 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 64 of 630 obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work or to Specifications. IN WITNESS WHEREOF,we have hereto set our hands and seals this day on , 20 Principal/Contractor By: President Surety By: Attorney-in-Fact The rate of premium on this bond is per thousand. The total amount of premium charged, $ (The above must be filled in by corporate surety.) II I I u PERFORMANCE BOND -2 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 65 of 630 STATE OF CALIFORNIA ) ss. COUNTY OF ) On this day of , in the year , before me, ,a Notary Public in and for said state,personally appeared ,known to me(or proved to be on the basis of satisfactory evidence)to be the person whose name is subscribed to the within instrument as the Attorney-in-Fact of the (surety)and acknowledged to me that he subscribed the name of the (surety) thereto and his own name as Attorney-in-Fact. Notary Public in and for said State (SEAL) My Commission expires PERFORMANCE BOND-3 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 66 of 630 CERTIFICA 1'h AS TO CORPORATE PRINCIPAL I I, , certify that I am the Secretary of the corporation named as principal to the within bond;that who signed the said bond on behalf of the principal was then of said corporation;that I know his signature, and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing Board. I (Corporate Seal) Signature Date NOTE: A copy of the power of attorney to local representatives of the bonding company may be attached hereto. PERFORMANCE BOND-4 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 67 of 630 CITY OF ROSEMEAD GARVEY PARK GYM COOLING ADDITION PROJECT No. 31019 PAYMENT BOND City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 68 of 630 PAYMENT (MATERIAL & LABOR) BOND WHEREAS the CITY OF ROSEMEAD (hereinafter "Obligee") has awarded to (hereinafter "Contractor"), a contract for work consisting of but not limited to, furnishing all labor,materials,tools, equipment, services, and incidentals for the GARVEY PARK GYM COOLING ADDITION and all other required structures and facilities within the rights-of-way, easements and permits; WHEREAS, the Work to be performed by the Contractor is more particularly set forth in that certain contract for the said Public Work dated (hereinafter the "Public Work Contract"); and WHEREAS, said Contractor is required to furnish a bond in connection with said Public Work Contract providing that if said Contractor or any of his or its subcontractors shall fail to pay for any materials, provisions, or other supplies, or terms used in, upon, for or about the performance of the Work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the provisions of 3248 of the California Civil Code,with respect to such work or labor,that the Surety on this bond will pay the same together with a reasonable attorney's fee in case suit is brought on the bond. NOW, THEREFORE, we , the undersigned Contractor, as Principal and ,a corporation organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the CITY OF ROSEMEAD and to any and all material men, persons, companies or corporations furnishing materials,provisions, and other supplies used in,upon, for or about the performance of the said Public Work, and all persons, companies or corporations renting or hiring teams, or implements or machinery, for or contributing to said Public Work to be done, and all persons performing work or labor upon the same and all persons supplying both work and materials as aforesaid excepting the said Contractor, the sum of dollars, ($ ), said sum being not less than 100% of the total amount payable by said Obligee under the terms of the said Public Work Contract,for which payment well and truly to be made,we bind ourselves, our heirs,executors and administrators, successors and assigns jointly and severally, firmly by these presents. • THE CONDITION OF THIS OBLIGATION IS SUCH that if the Principal,his or its subcontractors, heirs, executors, administrators, successors, or assigns, shall fail to pay for any materials,provisions,or other supplies or machinery used in,upon,for or about the performance of the Work contracted to be done, or for work or labor thereon of any kind, or fail to pay any of the persons named in California Civil Code Section 3181, or amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such claimant, or for any amounts required to be deducted,withheld,and paid over to the Employment Development Department from the wages of employees of the contractor and his subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor,and all other applicable laws of PAYMENT BOND- 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 69 of 630 the State of California and rules and regulations of its agencies,then said Surety will pay the same in or to an amount not exceeding the sum specified herein. In case legal action is required to enforce the provisions of this bond,the prevailing party shall be entitled to recover reasonable attorneys' fees in addition to court costs, necessary disbursements and other consequential damages. In addition to the provisions hereinabove, it is agreed that this bond will inure to the benefit of any and all persons, companies and corporations entitled to make claims under Sections 3110, 3111, 3112 and 3181 of the California Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond. The said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or additions to the terms of the said Public Work Contract or to the Work to be performed thereunder or the specification accompanying the same shall in any way affect its obligations on this bond,and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the Work or to the Specifications. IN WITNESS WHEREOF,we have hereto set our hands and seals this day on , 20 Principal/Contractor By: President Surety By: Attorney-in-Fact PAYMENT BOND-2 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 70 of 630 STATE OF CALIFORNIA ) COUNTY OF ) ss. On this day of ,in the year ,before me, , a Notary Public in and for said state, personally appeared ,known to me(or proved to be on the basis of satisfactory evidence)to be the person whose name is subscribed to the within instrument as the Attorney-in-Fact of the (surety) and acknowledged to me that he subscribed the name of the (surety)thereto and his own name as Attorney-in-Fact. Notary Public in and for said State (SEAL) My Commission Expires 1 PAYMENT BOND-3 ti � City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 71 of 630 CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the Secretary of the corporation named as principal in the attached bond, that who signed the said bond on behalf of the principal was then of said corporation;that I know his signature, and his signature thereto is genuine;and that said bond was duly signed,sealed and attested for and in behalf of said corporation by authority of its governing Board. (Corporate Seal) Signature Date NO'T'E: A copy of the power of attorney to local representatives of the bonding company may be attached hereto. PAYMENT BOND-4 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 72 of 630 CITY OF ROSEMEAD GARVEY PARK GYM COOLING ADDITION PROJECT No. 31019 PART "A" GENERAL PROVISIONS I 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 73 of 630 Standard Specifications. The Work hereunder shall be done in accordance with the Standard Specifications for Public Works Construction ("Greenbook"), 2018 Edition, including all current supplements, addenda, and revisions thereof(hereinafter referred to as "Standard Specifications"), these General Conditions and the Specifications and Drawings identified in the Contract Documents. The Standard Specifications are referred to and by this reference made a part hereof as though set forth at length. In the case of conflict between the Standard Specifications and these General Conditions,these General Conditions shall take precedence over, and shall be used in lieu of, such conflicting provisions. The section headings in these General Conditions correspond to the section headings of the Standard Specifications. In the event a section heading contained in the Standard Specifications is not referenced in these General Conditions that section shall read exactly as stated in the Standard Specifications. Supplemental Reference Specifications. Insofar as references may be made in these Special Provisions to the Caltrans Standard Specifications, such work shall conform to the referenced portions of the technical provisions Caltrans Standard Specifications, 2018 edition, only of said reference specifications,provided,that wherever the term"Standard Specifications"is used without the prefix "Caltrans", it shall mean the Standard Specifications for Public Works Construction ("Green Book"), 2018 Edition, as previously specified in the above paragraph. 1 GENERAL PROVISIONS - 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 74 of 630 PART 1 - GENERAL PROVISIONS SECTION 1 TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-2 DEFINITIONS Wherever in the Standard Specifications or other Contract Documents the following terms are used,they shall mean the following: Agency-The CITY OF ROSEMEAD Bid Guaranty - As defined in the Standard Specifications. Also referred to as the "Bid Security" in the Contract Documents. Bid Security-The Bid Guaranty, as defined herein. Board -The City Council of the CITY OF ROSEMEAD. City- The CITY OF ROSEMEAD City's Representative-The Engineer, as defined herein. Contract-The written agreement(Contract form)between the City and the Contractor for the complete and adequate completion of the Work for the Project. The Contract consists of the Contract Documents. The documents comprising the Contract are complementary,and each obligation of the Contractor,Subcontractors and material or equipment suppliers in any one document shall be binding as if specified in all. The Contract is intended to include all items required for the proper execution and completion of the Work. Contract Documents - In addition to the documents noted in the definition of Contract Documents in the Standard Specifications,all documents incorporated by reference into the Contract form. Contract Price-The amount stated in the Contract form,including authorized adjustments pursuant to Change Orders,which is the total amount payable by the City to the Contractor for performance of the Work under the Contract. It is also sometimes referred to as the "Total Bid Price" in the Contract Documents. Contractor's Representative—Contractor's executive representative who shall be present on the Project Site at all times that any Work is in progress and who shall have the authority to act on behalf of the Contractor for all purposes under the Contract. The Contractor shall designate such representative in writing to the City. The Contractor's Representative shall be available to the City and its agent's at all reasonable times. GENERAL PROVISIONS -2 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 75 of 630 Engineer - The Director of Public Works of the CITY OF ROSEMEAD, acting either directly or through properly authorized agents, such as agents acting within the scope of the particular duties entrusted to them. Also sometimes referred to as the "City's Representative" in the Contract Documents. Liquidated Damages-the amount prescribed in the Contract form,pursuant to the authority of Government Code Section 53069.85, to be paid to the City or to be deducted from any payments due, or to become due, the Contractor for each day's delay in completing the whole or any specified portion of the Work beyond the time allowed in the Contract Documents. Notice to Contractors-Notice Inviting Bids. Project - The total and satisfactory completion of the project noted in the Contract Documents,as well as all related work performed in accordance with the Contract,including but not limited to, any alternates selected by the City. Project Site - All of the property and/or facilities of the City where the Work will be performed pursuant to the Contract, as well as such adjacent lands as may be directly affected by the performance of the Work. Recyclable Waste Materials-Materials removed from the Project site which is required to be diverted to a recycling center rather than an area landfill. Recyclable Waste Materials include asphalt, concrete, brick, concrete block, and rock. Special Provisions - Any provisions which supplement or modify the Standard Specifications, including these General Conditions (Part"A"), the Supplementary General Conditions (Part"B") and the Technical Provisions (Part"C"). Total Bid Price-The amount stated in the Contract form,including authorized adjustments pursuant to Change Orders,which is the total amount payable by the City to the Contractor for performance of the Work under the Contract. Also sometimes referred to as the "Contract Price" in the Standard Specifications and other Contract Documents. 1-6 BIDDING AND SUBMISSION OF THE BID The following shall be added at the end of Section 1-6.1 of the Standard Specifications: "1-6.1.1 Licensing Requirements. Pursuant to Section 7028.15 of the Business and Professions Code and Section 3300 of the Public Contract Code, all bidders must possess proper licenses for performance of this Contract. Contractors shall meet the California Contractor's license requirements set forth in the Notice Inviting Bids. Subcontractors must possess the appropriate licenses for each specialty subcontracted.Pursuant to Section 7028.5 of the Business and Professions Code,the City shall consider any bid submitted by a contractor not currently licensed in accordance with state law and pursuant to the requirements found in the Contract Documents to be GENERAL PROVISIONS -3 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 76 of 630 nonresponsive, and the City shall reject the Bid. The City shall have the right to request, and the Bidders shall provide within five (5) Calendar Days, evidence satisfactory to the City of all valid license(s)currently held by that Bidder and each of the Bidder's subcontractors,before awarding the Contract." 1-7 AWARD AND EXECUTION OF THE CONTRACT The following shall be added at the end of Section 1-7.2 of the Standard Specifications: "The Contractor shall ensure that its Bonding Company is familiar with all of the terms and conditions of the contract Documents, and shall obtain a written acknowledgment by the Bonding Company that said Bonding Company thereby waives the right of special notification of any changes or modifications of the Contract,or of extensions of time, or of decreased or increased Work,or of cancellation of the Contract, or of any other act or acts by the Owner or any of its authorized representatives. If the Contract Price is increased in accordance with the Contract,the Contractor shall, upon request of the City, cause the amount of the bonds to be increased accordingly and promptly deliver satisfactory evidence of such increase to the City." "Pursuant to Public Contract Code Section 4108,Contractor shall require all Subcontractors providing labor and materials in excess of the amount indicated in the Notice Inviting Bids to supply Payment and Performance Bonds in accordance with the same bond requirements applicable to the Contractor, except that the bond amounts shall equal the total amount of their subcontract. The Contractor shall specify this requirement for Subcontractor bonds in his written or published request for Subcontractor bids. Failure to comply with this requirement shall not preclude Contractor from complying with the Subcontractor bonding requirements. The practice of issuing separate purchase orders and/or subcontracts for the purpose of circumventing the Subcontractor bonding requirements shall not serve to exempt the Contractor from these requirements. No payments, except for a reimbursement payment to the Contractor for the cost of the Contractor's own Faithful Performance and Payment bonds, shall be made to the Contractor until the Contractor provides the aforementioned Subcontractor bonds to the Contractor." -END OF SECTION- GENERAL PROVISIONS -4 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 77 of 630 SECTION 2 SCOPE OF THE WORK The base bid of the project consists of the installation of a packaged DX rooftop unit to serve the Garvey Park Gymnasium and the installation of a 480 panel to facilitate the newly added located at 7954 Dorothy Street,Rosemead,CA 91770 and consists of new HVAC system,electrical upgrades, and framing as indicated in the appendix and other related work as described in the plans and specifications. Bid Alternate 1 consists of the installation of a split system to serve the private office at Garvey Park Gymnasium. Bid Alternate 2 consists of the installation of an exhaust fat to serve both the men's and women's restrooms. 2-2 PERMITS. Section 2-2 of the Standard Specifications shall be amended in its entirety to read as follows: "Unless indicated to the contrary in the Contract Documents, including the Special Provisions, Contractor shall procure all permits and licenses(including a City business license),pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the Work." 2-3 RIGHT-OF-WAY. Section 2-3 of the Standard Specifications shall be revised in its entirety to read as follows: "All temporary access or construction rights-of-way, other than those shown on the Plans, which the Contractor may find it requires during progress of the Work,shall be arranged by,paid for and disposed of solely by the Contractor at its own expense. The Contractor shall defend,indemnify and hold the City, its officials, officers,employees and agents free and harmless from all claims for damages of any kind arising from or incident to such rights-of-way. Those rights-of-way shown on the Plans will be provided by the City at its expense." 2-7 CHANGES INITIATED BY THE AGENCY. 2-7.1 General. The provisions of Section 2-7.1 of the Standard Specifications shall be amended to include the following at the end of that Section: "Contractor shall not be entitled to claim or bring suit for damages,whether for loss of profits or otherwise, on account of any decrease or omission of any item or portion of Work to be done. Whenever any change is made as provided for herein,such change shall be considered and treated as though originally included in the Contract, and shall be subject to all terms, conditions and provisions of the original Contract." GENERAL PROVISIONS - 5 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 78 of 630 2-13 SITE EXAMINATION Section 2-13 shall be added to the Standard Specifications as follows: "The Contractor shall have the sole responsibility of satisfying itself concerning the nature 1 and location of the Work, and the general and location conditions, such as, but not limited to, all other matters which could in any way affect the Work or the costs thereof. The failure of the Contractor to acquaint itself with all available information regarding any applicable existing or J future conditions shall not relieve it from the responsibility for properly estimating either the 1 difficulties,responsibilities,or costs of successfully performing the Work according to the Contract Documents." 11 -END OF SECTION- I GENERAL PROVISIONS - 6 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 79 of 630 I SECTION 3 CONTROL OF THE WORK 3-3 SUBCONTRACTORS 3-3 Subcontractors. Section 3-3 of the Standard Specifications shall be amended to include the following provisions: "By appropriate written agreement,Contractor shall require each Subcontractor to be bound by all obligations of this Contract. Each subcontract agreement shall preserve and protect the rights of the City. Should any subcontractor fail to perform the Work undertaken by him to the satisfaction of the City, said subcontractor shall be removed immediately from the Project upon request by the City's Representative and shall not again be employed on the Work. The Contractor shall be held liable for the all deficient Subcontractor Work." "The Contractor shall not contract with any other entity to perform in whole or in part the 111 services required hereunder except in strict compliance with Section 3-3 of the Standard Specifications and state law. In addition, neither this Contract nor any interest herein may be transferred,assigned,conveyed,hypothecated,or encumbered,either voluntarily or by force of law, except as otherwise provided in Section 7103.5 of the State of California Public Contract Code, without the prior written approval of the City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent(25%) of the present ownership and/or control of the Contractor, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, this Contract shall be void. No approved transfer shall release the Contractor or any surety of the Contractor of any liability hereunder without the expressed written consent of the City." 3-4 AUTHORITY OF THE BOARD AND THE ENGINEER. The provisions of Section 3-4 of the Standard Specifications shall be revised to read as follows: I "Whenever the Contract Documents refer to the Engineer or City's Representative, or provide the Engineer or City's Representative with power to act on behalf of the City,such reference shall necessarily include the City's Representative, or his or her authorized designee." "The City Council shall have the power to award the Contract, and shall generally have the final authority to act in all matters affecting the Project. The City's Representative shall have the authority to enforce compliance with the Contract Documents. The Contractor shall promptly comply with the instructions of the City's Representative. The decisions of the City's Representative shall be final and binding on all questions as to: (1) the quantity, quality and acceptability of materials and equipment furnished and Work performed; (2) the manner of performance and rate of progress of the Work; (3) any and all questions which may arise as to the interpretation of the Plans, Specifications, General Conditions, and Special Provisions; (4) the acceptable fulfillment of the Contract on the part of the Contractor;(5)any claims and compensation GENERAL PROVISIONS -7 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 80 of 630 issues; and (6) his authority to enforce and make effective such decisions and actions as the Contractor fails to carry out promptly." 3-5 INSPECTION. The provisions of Section 3-5 shall be amended to include the following at the end of that Section: "The Engineer shall have complete and safe access to the Work at all times during construction,and shall be furnished with every reasonable facility for ascertaining that the materials and the workmanship are in accordance with the Specifications, the Special Provisions, and the Plans. All labor,materials,and equipment furnished shall be subject to the Engineer's inspection." "When the Work is substantially completed,the Engineer or a representative of the Engineer will make the final inspection." "Whenever the Contractor varies the period during which Work is carried on any day, he shall give adequate notice to the City's Representative so that proper inspection may be provided. Defective Work shall be made good,and unsuitable materials may be rejected,notwithstanding the fact that such defective work and unsuitable materials have previously been inspected,accepted or estimated for payment." "The Contractor shall prosecute work on any State highway or within any railroad right-of-way only in the presence of an inspector representing the State Division of Highways or the railroad company,and any Work done in the absence of such inspectors will be subject to rejection. The Contractor shall make the appropriate notification according to the instructions given on the State Encroachment Permit or railroad permit for all inspections, and shall post all bonds and certificates required by the permit. The permit shall be acquired by the Contractor at the Contractor's expense. The Contractor shall pay for all testing and inspections required by a State Encroachment Permit or railroad permit." 3-6 EXISTING CONDITIONS. Section 3-6 shall be amended to include the following at the end of that Section: "Contractor shall have the sole responsibility for satisfying itself concerning the conditions, nature and location of the Project and the Work to be performed, as well as the general and local conditions. Such conditions shall include,but shall not be limited to,local labor availability,means of transportation, necessity for security, laws and codes, local permit requirements, wage scales, local tax structure,contractors'licensing requirements,availability of required insurance,and other factors that could in any way affect the Work or the costs thereof. The Contractor is solely responsible for understanding the facilities, difficulties and restrictions which may impact the total and adequate completion of the Project. The failure of the Contractor to acquaint himself with all available information regarding any applicable existing or future conditions shall not relieve him from the responsibility for properly estimating either the difficulties,responsibilities,or costs of fully and adequately performing the Work according to the Contract Documents." GENERAL PROVISIONS - 8 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 81 of 630 3-7 CONTRACT DOCUMENTS 3-7.1 General. The second full paragraph of Section 3-7.1 of the Standard Specifications shall be amended to include the following at the end of that paragraph: "All Contract Documents are essential parts of the Contract for a given project. Any requirement included in one Contract Document shall be as binding as though included in all,as they are intended to be cooperative and to provide a description of the Work to be done." The following shall be added to the Standard Specifications to read as follows: "Should it appear that the Work to be done,or any matter relative thereto,is not sufficiently detailed or explained on the Plans or in the Specifications, the Contractor shall request the City's Representative for such further explanation as may be necessary, and shall conform to such explanation or interpretation as part of the Contract,so far as may be consistent with the intent ofthe original Specifications. In the event of doubt or questions relative to the true meaning of the Specifications, reference shall be made to the Engineer, whose decision thereon shall be final." 3-7.2 Precedence of Contract Documents. The provisions of Section 3-7.2 of the Standard Specifications shall be revised to read as follows: "In resolving disputes resulting from conflicts,errors,or discrepancies in any ofthe Contract Documents,the document highest in precedence shall control. The order of precedence shall be as listed below: 1. Change Orders or Work Change Directives 2. Agreement 3. Addenda 4. Contractor's Bid (Bid Forms) 5. Special Provisions 6. General Conditions 7. Standard Specifications 8. Notice Inviting Bids 9. Instructions to Bidders 10. Specifications 11. Plans (Contract Drawings) 12. Standard Plans 13. Reference Documents" "With reference to the Drawings, the order of precedence shall be as follows: 1. Figures govern over scaled dimensions 2. Detail drawings govern over general drawings 3. Addenda or Change Order drawings govern over Contract Drawings 4. Contract Drawings govern over Standard Drawings GENERAL PROVISIONS - 9 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 82 of 630 5. Contract Drawings govern over Shop Drawings" 3-9 SUBSURFACE DATA 3-9.1 Limited Reliance by Contractor. Section 3-9.1 shall be added to the Standard Specifications to read as follows: "Soils reports and other reports of subsurface conditions may be made available for inspection by the Contractor. HOWEVER, SUCH REPORTS AND DRAWINGS ARE NOT CONTRACT DOCUMENTS. The contractor may rely upon the general accuracy of the"technical data" contained in such reports and drawings only where such "technical data" are specifically identified in the Special Provisions. Except for such reliance on such "technical data", the Contractor may not rely upon or make any claim against the Owner, the Engineer, nor any of the Engineer's Consultants with respect to any of the following:" "3-9.1.1. Completeness. The completeness of such reports and drawings for contractor's purposes, including, but not limited to, any aspects of the means, methods,techniques, sequences, and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto." "3-9.1.2. Other Information. Any other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings." "3-9.1.3. Interpretation. Any interpretation by the Contractor of such"technical data"or any conclusion drawn from any "technical data" or any such data, interpretations, opinions or information." 3-10 SURVEYING. 3-10.1. General. Section 3-10.1 of the Standard Specifications shall be amended to include the following: "All survey monuments, centerline ties and survey reference points will be tied out in advance by the City Land Surveyor.Temporary control shall be protected in place.Any temporary control disturbed by the contractor shall be replaced at the contractor expense and no additional compensation shall be allowed therefore. City Land Surveyor will provide one set of temporary stakes for position of well monuments. Contractor shall install well monuments. Contractor shall coordinate his/her work with the City Land Surveyor for the installation." 3-10.3 Line and Grade. Section 3-10.3 of the Standard Specifications shall be amended in its entirety to read as follows: "All Work, including finished surfaces, shall during its progress and upon completion conform to the lines, grades, cross-sections, elevations and dimensions shown on the Plans. All distances and measurements are given thereon and will be made in a horizontal plane. Three consecutive points shown on the same rate of slope must be used in common in order to detect any GENERAL PROVISIONS - 10 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 83 of 630 variation from a straight line. In the event any discrepancy exists, it must be reported to the City's Representative. Failure to make this report shall make the Contractor responsible for any error in the finished Work. Minor deviations from approved Plans, whenever required by the exigencies of construction, shall be determined in all cases by the City's Representative and authorized in writing." 3-12 WORK SITE MAINTENANCE. 3-12.2 Air Pollution Control. The provisions of Section 3-12.2 of the Standard Specifications shall be amended to add the following at the end of that Section: "In addition, Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes. All containers of paint,thinner,curing compound,solvent or liquid asphalt shall be labeled to indicate that the contents fully comply with the applicable material requirements." 3-12.6 Water Pollution Control. The provisions of Section 3-12.6 of the Standard Specifications shall be amended to add the following at the end of that Section: "In addition,Contractor shall comply with the provisions of the Federal Clean Water Act as regulated by the U.S. Environmental Protection Agency in 40 Code of Federal Regulations Parts 122-124,the Porter-Cologne Act(California Water Code) and the Waste Discharge Requirements for Municipal Storm Water Discharges within the County of Los Angeles. Suitable Best Management Practices(BMPs)are listed in the California Storm Water Best Management Practices Handbook for Construction Activities." WATER POLLUTION CONTROL A. Water Quality Protection Requirements for Construction Projects with Less than 1- Acre Of Disturbed Soil All construction projects,regardless of size,will be required to implement best management practices(BMPs)necessary to reduce pollutants to the Maximum Extent Practicable(MEP) to meet the minimum water quality protection requirements as defined in Table 2-1. GENERAL PROVISIONS - 11 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 84 of 630 Table 3-12 Minimum Water Quality Protection Requirements for Construction Projects Category Minimum Requirements BMPs 1. Sediment Sediments generated on the project site shall be retained Sediment Control using adequate Treatment Control or Structural BMPs. Control 2.Construction Construction-related materials,wastes, spills or residues Site Materials shall be retained at the project site to avoid discharge to Management; Control streets, drainage facilities, receiving waters, or adjacent Material and properties by wind or runoff. Waste Non-storm water runoff from equipment and vehicle Management washing and any other activity shall be contained at the project sites. 3. Erosion Erosion from slopes and channels shall be controlled by Erosion Control implementing an effective combination of BMPs, such as Control the limiting of grading scheduled during the wet season; inspecting graded areas during rain events; planting and maintenance of vegetation on slopes; and covering erosion susceptible slopes. Please refer to the California Stormwater Quality Association's Construction Handbook available for free on their website(www.cabmphandbooks.com-Construction Handbook) for further information regarding the BMPs listed in Table 2-1. B. Water Quality Protection Requirements For Construction Projects With 1-Acre (or greater) Of Disturbed Soil In addition to the minimum BMPs required in Section A, a Storm Water Pollution Prevention Plan(SWPPP)must be submitted to the City for all construction projects where at least 1-Acre of soil will be disturbed. The SWPPP will include strategies for reducing runoff of pollutants and minimize environmental impacts to receiving waters. A SWPPP may also be required for projects smaller than 1-Acre if the City designates the project a threat to water quality objectives. In addition, the contractor must contact the Los Angeles Regional Water Quality Control Board (LARWQCB) if the project will disturb 1-Acre or more of soil. Construction activities can not begin until a Waste discharger Identification(WDID)Number is issued by the State Water Board. The 1-Acre threshold includes the total amount of land disturbance. For example, if four streets, each 1/4-acre in size in different parts of the City are to be I reconstructed then a WDID Number must be obtained. To request a Notice of Intent(NOI) you must contact the Regional Board at: Los Angeles Regional Water Quality Control Board 320 W. 4th. Street, Suite 200 GENERAL PROVISIONS - 12 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 85 of 630 Los Angeles, California 90013 Phone: (213) 576-6600; Fax: (213) 576-6640 Internet Address: http://www.swrcb.ca.gov/'rwgcb4 The SWPPP shall include: • The name, location, period of construction, and a brief description of the project; • Contact information for the owner and contractor; • The building permit number for the project; • The grading permit number for the project(where applicable) • A list of major construction materials,wastes, and activities at the project site; • A list of best management practices to be used to control pollutant discharges from major construction materials, wastes, and activities; • A site plan (construction plans may be used) indicating the selection of BMPs and their location where appropriate; • Non-storm water discharges, their locations, and the BMPs necessary to prevent the discharge; • A maintenance and self-inspection schedule of the BMPs to determine the effectiveness and necessary repairs of the BMPs; and • A certification statement that all required and selected BMPs will be effectively implemented. Within 7 days after the City has certified the contract, the Contractor shall submit two (2) copies of the proposed SWPPP to the City. The City shall review the SWPPP within 14 days of receipt of the plan. If revisions are required,the Contractor shall revise and re-submit the document within 7 days of their receipt of the City's comments. The City shall then have 7 days to consider the revisions made by the Contractor and approve the SWPPP. The Contractor shall maintain a minimum of two readily accessible copies of the SWPPP at the project site. The SWPPP shall be made available upon request of a representative of the Regional Water Quality Control Board (RWQCB), or the U.S. Environmental Protection Agency(U.S.EPA). Requests by environmental groups and the public shall be directed to the City. C. Best Management Practices The objective of the SWPPP is to identify potential sources of pollution that may reasonably affect the quality of storm water discharge associated with construction activities. The plan will describe and ensure the implementation of Best Management Practices(BMPs)which will be used to reduce pollutants in the storm water discharges from the construction site. A Best Management Practice is defined as any program, technology, process, operating method, measure, or device that controls, prevents, removes, or reduces pollution. The Contractor shall select appropriate BMPs from the California Stormwater BMP Handbook, Municipal, Industrial, New Development, and Construction Volumes (www.cabmphandbooks.com)in conjunction with all activities and construction operations: GENERAL PROVISIONS - 13 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 86 of 630 _ 1. Construction Practices (NS2,NS3,NS4, and NS6) 2. Material and Waste Management(WMO1, WM02, and WM04) 3. Vehicle and Equipment Management(NS8,NS9, and NS10) 4. Physical Stabilization (EC7, EC 12,NS4, TC 1, and TC2) 5. Sediment Control Practices (SE1, SE9, SE8, SE10, SE3, and SE2) Copies of the California Stormwater BMP Handbooks may be obtained from: California Stormwater Quality Association Los Angeles County DPW P.O.Box 2313 Cashier's Office Livermore, CA 94551 900 South Fremont Avenue www.cabmphandbooks.com Alhambra, CA 91803 Tel.No. (626)458-6959 D. Implementation The Contractor will be responsible throughout the duration of the project for the installation, -.Y monitoring, inspection and maintenance of the BMPs included in the SWPPP and for removing and disposing of temporary BMPs. The Contractor may be required to implement additional BMPs as a result of changes in actual field conditions, contractor's activities, or construction operations. r The Contractor shall demonstrate the ability and preparedness to fully deploy these SWPPP control measures to protect soil-disturbed areas of the project site before the onset of precipitation and shall maintain a detailed plan for the mobilization of sufficient labor and equipment to fully deploy these control measures. Throughout the winter season, active soil-disturbed areas of the project site shall be fully protected at the end of each day with these control measures unless fair weather is predicted through the following day. The Contractor shall monitor daily weather forecasts. If precipitation is predicted prior to the end of the following workday,construction scheduling shall be modified,as required,and the Contractor shall deploy functioning control measures prior to the onset of the precipitation. The City may order the suspension of construction operations which are creating water pollution if the Contractor fails to conform to the requirements of this section, "Water Pollution Control". Unless otherwise directed by the City,the Contractor's responsibility for SWPPP implementation shall continue throughout any temporary suspension of work. E. Sewage Spill Prevention The Contractor's attention is directed to the sewer bypass operation required during any sewer construction (Standard Specification for Public Works Construction Section 500.1.2.4). GENERAL PROVISIONS - 14 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 87 of 630 The Contractor shall exercise extraordinary care to prevent the cause of events that may lead to a sewage spill.In the event of a sewage spill,the Contractor shall make arrangements for an emergency response unit comprised of emergency response equipment and trained personnel to be immediately dispatched to the project site. The Contractor shall be fully responsible for preventing and containing sewage spills as well as recovering and properly disposing of raw sewage. In addition, the Contractor is responsible for any fines,penalties and liabilities arising from negligently causing a sewage spill. Any utility that is damaged by the contractor shall be immediately repaired at the Contractor's expense. The Contractor shall take all measures necessary to prevent further damage or service interruption and to contain and clean up the sewage spills. F. Sewage Spill Telephone Notification Should a sewage spill occur, the Contractor shall immediately report the incident to the following two (2) City Departments: Public Works/Engineering (626) 569-2150 Public Safety Department (626) 569-2292 The Contractor is encouraged to obtain telephone numbers, pager numbers and cellular telephone numbers of City representatives such as Project Managers and Inspectors,to be reached during emergency and off-hours. The City will notify the following: Los Angeles County Department of Health Services (213) 974-1234 Los Angeles County Department of Public Works (800) 303-0003 Regional Water Quality Control Board (213) 576-6665 or 6600 State Office of Emergency Services (800) 852-7550 (For any significant volume of material that entered the storm drain or receiving water) G. Sewage Spill Written Notification The Contractor shall prepare and submit a written report within three(3)working days from the occurrence of a spill to the City,(Attention:Project Manager). This report shall describe the following information related to the spill: 1. The exact location on the Thomas Guide map 2. The nature and volume 3. The date, time and duration 4. The cause 5. The type of remedial and/or cleanup measures taken and date and time implemented 6. The corrective and preventive action taken, and GENERAL PROVISIONS - 15 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 88 of 630 7. The water body impacted and results of necessary monitoring ' H. Enforcement The City, as a permittee, is subject to enforcement actions by the LARWQCB,U.S. EPA, ' environmental groups and private citizens. The Contractor shall be responsible for all costs and liabilities imposed by law as result of the Contractor's failure to comply and/or fulfill the requirements set forth in Section 3.12.6 - "Water Pollution Control". The costs and ' liabilities include, but are not limited to fines, penalties and damages whether assessed against the City or the Contractor. In addition to any remedy authorized by law, any money due to the Contractor under this ' contract shall be retained by the City until all costs and liabilities imposed by law against the City or Contractor have been satisfied. ' I. Maintenance The Contractor shall ensure the proper implementation and functioning of BMP control ' measures and shall regularly inspect and maintain the construction site for the BMPs identified in the SWPPP. The Contractor shall identify corrective actions and time frames in order to properly address any damaged measure, or reinitiate any BMPs that have been discontinued. If the City identifies a deficiency in the deployment or functioning of identified control measures,the deficiency shall be corrected by the Contractor immediately or by a later date and time if requested in writing,but not later than the onset of the subsequent precipitation events. The correction of deficiencies shall be at no additional cost to the City. ' J. Payment All costs involved in the implementation of the SWPPP, including furnishing all labor, materials, tools, equipment and all incidentals; and for doing all the work involved in ' installing, constructing,maintaining, removing, and disposing of control measures, except those that were installed as a part of another structure,shall be included in the unit prices bid for the various related items of work and no additional compensation will be made therefore. 1 3-12.3 Noise Control. Section 3-12.3 shall be added to the Standard Specifications to read as follows: 1 "The Contractor shall comply with all local sound control and noise level rules,regulations and ordinances,including hours of operation requirements. No internal combustion engine shall be operated on the Project without a muffler of the type recommended by the manufacturer. Should any ' muffler or other control device sustain damage,the Contractor shall promptly remove the equipment and shall not return said equipment to the job until the device is repaired or replaced. Said noise and vibration level requirements shall apply to all equipment on the job or related to the job, including but not limited to,trucks,transit mixers or transit equipment that may or may not be owned by the Contractor." 3-12.6.1 FLOW AND ACCEPTANCE OF WATER GENERAL PROVISIONS- 16 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 89 of 630 Section 3-12.6.1 shall be added to the Standard Specifications as follows: "Storm, surface, nuisance, or other waters may be encountered at various times during construction of the Work. Therefore,the Contractor,by submitting a Bid,hereby acknowledges that it has investigated the risk arising from such waters,has prepared its Bid accordingly, and assumes any and all risks and liabilities arising therefrom." 3-13 COMPLETION,ACCEPTANCE,AND WARRANTY. Section 3-13 of the Standard Specifications shall be amended in its entirety as follows: "The Work will be inspected for acceptance by the City's Representative upon receipt of the Contractor's written assertion that the Work has been completed. If, in the sole discretion of the City's Representative, the Work has been completed and is ready for acceptance, the City's Representative will notify the City Clerk that the Contract has been completed in its entirety. The City's Representative shall request that the City accept the Work and that the City Clerk be authorized to file on behalf of the City in the office of the Los Angeles County Recorder,a Notice of Completion of the Work. The date of completion shall be the date the Contractor is relieved from responsibility to protect the Work." "The Contractor hereby, guarantees that the entire Work constructed by him under the Contract will meet fully all requirements as to quality of workmanship and materials. The Contractor hereby agrees to make,at his own expense,any repairs or replacements made necessary by defects in materials or workmanship that become evident within one(1)year after the date of the final payment,and to restore to full compliance with the requirements of these Contract Documents, including any test requirements set forth herein for any part of the Work constructed hereunder, which during said one (1)year period is found to be deficient with respect to any provisions of the Contract Documents. The Contractor shall make all repairs and replacements promptly upon receipt of written orders for the same from the City's Representative. If the Contractor fails to make the repairs and replacements promptly, the City may do the work and the Contractor and his sureties shall be liable to the City for the cost thereof" "The guarantees and agreements set forth herein shall be secured by a surety bond which shall be delivered by the Contractor to the City before the Notice of Completion and acceptance of the Work by the City. Said bond shall be in the form approved by the City Attorney and executed by a surety company or companies satisfactory to the City in the amount of One Hundred Percent (100%)of the Contract. Said bond shall remain in force for a period of one(1)year after the date of Notice of Completion and acceptance. Alternatively,the Contractor may provide for the Faithful Performance Bond furnished under the Contract to remain in force and effect for said amount until the expiration of said one (1)year period." "The parties agree that no certificate given, with the exception of the certificate of final payment,shall be conclusive evidence of the faithful performance of the Contract,either in whole or in part, and that no payment shall be construed to be in acceptance of any defective work or improper materials. Further, the certificate of final payment shall not terminate the Contractor's GENERAL PROVISIONS - 17 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 90 of 630 obligations under his warranty herein above. The Contractor agrees that payment ofthe amount due under the Contract and the adjustments and payments due for any Work done in accordance with any ' alterations of the same, shall release the City, the City Council and its officials, officers and employees from any and all claims or liability on account of work performed under the Contract or any alteration thereof." -END OF SECTION- I I I 1 1 i 1 GENERAL PROVISIONS- 18 I City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 91 of 630 SECTION 4 CONTROL OF MATERIALS 4-1 GENERAL 4-1. General. Section 4-1 of the Standard Specifications shall be amended in its entirety to read as follows: "It is the intent of the City in drafting the Contract Documents to accept only first-class work, materials, parts, equipment and workmanship. All materials, parts and equipment furnished by Contractor for the Work shall be new,high grade,free from defects,of specified kind and fully equal to samples when such samples are required. Used or secondhand materials, parts and equipment may be used only if permitted by the Specifications. When the quality or kind of material or articles required under the Contract are not particularly specified, the Contractor shall provide those representing the best of their class or kind. Quality of Work shall be in strict accordance with generally accepted standards. Material, parts, equipment and Work quality shall be subject to the approval of the City's Representative. All materials,parts and equipment used and installed,and all details of the Work done, shall at all times be subject to the supervision, test and approval of the City's Representative. The City's Representative shall have access to the Work at all times during construction,and shall be furnished with every reasonable facility for securing full knowledge with regard to the progress, workmanship and character of the materials, parts and equipment used or employed in the Work. Materials,parts and equipment shall be furnished in such quantities,kinds and at such times as to ensure uninterrupted progress of the Work." "All materials, parts, equipment or Work which are defective in their construction or deficient in any of the requirements of the Contract Documents, whether in place or not, shall be remedied or removed and replaced by the Contractor in an acceptable manner,and no compensation will be allowed for such correction work.Any Work done beyond the lines shown on the Plans or established by the City's Representative, or any extra work done without written authority,will be considered unauthorized and will not be paid for by the City. Upon Contractor's failure to comply promptly with any order of the City's Representative made under the provisions of this Section,the City's Representative shall have authority to cause such defective or unauthorized Work to be remedied or removed and replaced, and to deduct the costs thereof from any moneys due or to become due the Contractor. If the Work is found to be in compliance with these specifications,the City's Representative will furnish the Contractor with a certificate to that effect." 4-2 Protection. The provisions of Section 4-2 of the Standard Specifications shall be amended to add the following at the end of that Section: "Contractor shall fully and adequately store and protect all materials,parts and equipment,as required herein. Contractor shall be solely responsible for any and all damages or loss by weather or any other cause to such materials,parts and equipment. The Contractor shall make good any and all damages or loss to materials, parts and equipment." "Until the final written acceptance of the Work by the City, the Contractor shall have the charge and care thereof and shall bear the risk of injury or damage to any part of the Work by the action of the elements or any other cause. The Contractor shall rebuild, repair, restore and make GENERAL PROVISIONS - 19 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 92 of 630 good all injuries or damages to any portion of the Work occasioned by any cause before its completion and acceptance,and shall bear the expense thereof,except for such injuries or damages arising from the sole negligence or willful misconduct of the City,its officers,agents or employees. In the case of suspension of Work from any cause whatsoever,the Contractor shall be responsible for all materials and the protection of Work already completed,and shall properly store and protect them,if necessary. Contractor shall provide suitable drainage and erect temporary structures where necessary. Nothing in this Contract shall be considered as vesting in the Contractor any right of property in materials used after they have been attached or affixed to the Work or the soil upon City real property. All such materials shall,upon being so attached or so affixed,become the property of the City." "Notwithstanding the foregoing, Contractor shall not be responsible for restoring damage valued in excess of five percent (5%) of the Contract Price if such damage was caused by an earthquake measuring over 3.5 on the Richter scale or by a tidal wave, as provided for in Public Contract Code Section 7105. If provided for in the Contract Bid Forms,however,Contractor shall provide insurance to protect against such damages." 4-4 Testing. The provisions of Section 4-4 of the Standard Specifications shall be amended to add the following at the end of that Section: "Contractor shall immediately remove all rejected material from the Work or Site,and shall not again return such material to the Site." 4-6 Trade Names. The second and third paragraphs of Section 4-6 of the Standard Specifications shall be amended in their entirety to read as follows: "Whenever any particular material, process, or equipment is indicated by a patent, proprietary, or brand name, or by the name of the manufacturer, such product shall be followed by the words "or equal". A Contractor may offer any material, process, or equipment considered as equivalent to that indicated, unless a sole source is specified. Failure of the Contractor to submit requests for substitution promptly after award shall be deemed to signify that the Contractor intends to furnish one of the brands named in the Special Provisions,and the Contractor does hereby waive all rights to offer or use substitute materials, products, or equipment for that which was originally specified. Unless otherwise authorized by the Engineer, the time for submission of data substantiating a request for substitution of an"or equal"item shall be not less than 35 nor more than 40 calendar days after award of Contract." "The burden of proof as to the comparative quality and suitability of alternative equipment or materials shall be on the Contractor. The Contractor shall, at its expense, furnish data concerning items offered by it as equivalent to those specified. Such data shall include complete calculations, technical specifications,samples,or published documents relating to the performance and physical characteristics of the proposed substitute. The Contractor shall have the material tested as required by the City's Representative to determine that the quality, strength, physical, chemical or other characteristics, including durability, finish, efficiency, dimensions, service and suitability are such that the item will completely and adequately fulfill its intended function." hi GENERAL PROVISIONS -20 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 93 of 630 4-9 Placing Orders. Section 4-9 shall be added to the Standard Specifications as follows: "The Contractor shall place the order(s)for all long-lead supplies,materials,and equipment, for any traffic signing,striping,legends and traffic control facilities within 3 working days after the award of Contract by the Owner. The Contractor shall furnish the Engineer with a statement from the vendor(s) that the order(s) for said supplies, materials, and equipment has been received and accepted by said vendor(s)within 15 working days from the date of said award of Contract." 4-10 Removal of Interfering Obstructions. Section 4-10 shall be added to the Standard Specifications to read as follows: "The Contractor shall remove and dispose of all debris,abandoned structures,tree roots and obstructions of any character met during the process of excavation,it being understood that the cost of said removals are made a part of the unit price bid by the Contractor under the item for excavation or removal of existing Work." 4-11 Procedure in Case of Damage to Public Property. Section 4-11 shall be added to the Standard Specifications to read as follows: "Any portions of curb, gutter, sidewalk or any other City improvement damaged by the Contractor during the course of construction shall be replaced by the Contractor at his own cost,free of all charges to the City. The cost of additional replacement of curb,gutter or sidewalk in excess of the estimated quantities shown in the Bid Forms and Specifications and found necessary during the process of construction (but not due to damage resulting from carelessness on the part of the Contractor during his operations), shall be paid to the Contractor at the unit prices submitted in his Bid." 4-12 Diversion of Recyclable Waste Materials. Section 4-12 shall be added to the Standard Specifications to read as follows: "In support of the Owner's waste reduction and recycling efforts,Contractor shall divert all Recyclable Waste Materials,as defined in the Contract Documents,to appropriate recycling centers rather than area landfills. Contractor will be required to submit weight tickets and written proof of diversion with its monthly progress payment requests. Contractor shall complete and execute any certification forms required by Owner to document Contractor's compliance with these diversion requirements. All costs incurred for these waste diversion efforts shall be the responsibility of the Contractor." -END OF SECTION- GENERAL PROVISIONS -21 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 94 of 630 SECTION 5 LEGAL RELATIONS AND RESPONSIBILITIES 5-1 LAWS AND REGULATIONS. Section 5-1 of the Standard Specifications shall be amended in its entirety to read as follows: "The Contractor shall keep itself fully informed of all existing and future State,Federal and local laws, rules and regulations, which in any manner affect those engaged or employed in the Work,or the materials used in the Work, or which in any affect the conduct of the Work,and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. The Contractor shall at all times observe and comply with all such existing and future laws,rules, ordinances,regulations, orders, and decrees of bodies or tribunals having any or all authority over the Work, and shall defend, indemnify and hold harmless, at least to the extent of the indemnification provisions of this Agreement, the Owner and its officials, officers, employees, volunteers and agents, including, but not limited to, the Director of Public Works and the Owner Engineer,against any claim or liability arising from,or based on,the violation or alleged violation of any such law,rule, ordinance,regulation,order, or decree,whether by itself or its employees. The Contractor shall particularly observe all laws, rules and regulations relating to the obstruction of streets or the conduct of the Work,keeping open passageways and protecting the same where they are exposed or dangerous to traffic. The Contractor shall at all times comply with such laws,rules and regulations. If any discrepancy or inconsistency is discovered in the Plans,Drawings, Special Provisions,or Contract for the Work in relation to any such law,rule,ordinance,regulation,order,or decree,the Contractor shall forthwith report the same to the Engineer in writing." "The Contractor, its agents and employees shall be bound by and comply with applicable provisions of the Labor Code and Federal, State and local laws related to labor. Notwithstanding anything to the contrary contained in the Contract Documents, Contractor shall comply with the following:" "5-1.1 Social Security Requirements. Contractor shall furnish to the City satisfactory evidence that he and all of his Subcontractors are complying with all laws,rules and regulations with respect to Social Security. The Contractor, at any time upon request, shall satisfy the City that all necessary Social Security and other taxes are being properly reported and paid." 5-3 LABOR. Section 5-3.4 of the Standard Specifications shall be amended in its entirety to read as follows: "5-3.4 Hours of Labor. Contractor and all Subcontractors shall be required to comply with the provisions of California Labor Code Section 1810 et seq. According to those sections,eight(8) hours of labor shall constitute a legal day's work. Contractor shall pay to the City a penalty of Twenty-five Dollars ($25.00) for each worker employed in the execution of this Contract by the Contractor,or by any Subcontractor,for each calendar day during which such worker is required or permitted to work more than eight(8)hours in any calendar day or forty (40)hours in any one(1) calendar week,except when payment for overtime is made at not less than one and one-half(1-1/2) GENERAL PROVISIONS -22 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 95 of 630 times the basic rate for that worker." 5.3.6 Non-Discrimination. Section 5.3.6 shall be added to the Standard Specifications to read as follows: "Contractor shall not discriminate in the employment of persons upon the Contract because of the race, creed, color, national origin, ancestry, non-disqualifying disability, age, medical condition,marital status, sex or other classifications of such persons protected by federal, state and local laws, rules and regulations. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising,layoff or termination. Contractor shall cause an identical clause to be included in every subcontract for the contract work." 5.3.7 Travel and Subsistence Payments. Section 5.3.7 shall be added to the Standard Specifications to read as follows: "As required by Section 1773.8 of the California Labor Code,the Contractor shall pay travel and subsistence payments to each worker needed to execute the Work,as such travel and subsistence payments are defined in the applicable collective bargaining agreements filed in accordance with law. To establish such travel and subsistence payments, the representative of any craft, classification, or type of worker needed to execute the Contract shall file with the Department of Industrial Relations fully executed copies of collective bargaining agreements for the particular craft, classification or type of work involved. Such agreements shall be filed within 10 days after their execution and thereafter shall establish such travel and subsistence payments whenever filed 30 days prior to the call for Bids." 5-4 INSURANCE Section 5-4.1 shall be added to the Standard Specifications as follows: "Contractor shall defend(with counsel of City's choosing), indemnify and hold the City,its officials, officers, employees, volunteers and agents free and harmless from any and all claims, demands, causes of action, costs,expenses,liabilities, losses,damages or injuries, in law or equity, to property or persons,including wrongful death,to the extent arising out of or incident to any acts, omissions or willful misconduct of Contractor,its officials,officers,employees,agents,consultants and contractors arising out of or in connection with the performance of the Work or this Contract, including without limitation the payment of all consequential damages and attorneys fees and other related costs and expenses. Contractor shall defend,at Contractor's own cost,expense and risk,with Counsel of City's choosing, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against City, its officials, officers, employees, volunteers or agents. To the extent of its liability, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City, its officials, officers, employees, volunteers or agents, in any such suit, action or other legal proceeding. Contractor shall reimburse City, its officials, officers,employees,volunteers or agents for any and all legal expenses and costs incurred GENERAL PROVISIONS -23 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 96 of 630 by each of them in connection therewith or in enforcing the indemnity herein provided. The only limitations on this provision shall be those imposed by Civil Code Section 2782." 5-6 PATENT FEES OR ROYALTIES. Section 5-6 of the Standard Specifications shall be amended in its entirety to read as follows: "The Contractor shall include in its bid amount the patent fees or royalties on any patented article or process furnished or used in the Work. Contractor shall assume all liability and responsibility arising from the use of any patented, or allegedly patented, materials, equipment, devices or processes used in or incorporated with the work, and shall defend, indemnify and hold harmless the City, its officials, officers, agents and employees from and against any and all liabilities, demands, claims, damages, losses, costs and expenses, of whatsoever kind or nature, arising from such use." 5-7 SAFETY. 5-7.1 Work Site Safety. Section 5-7.1 shall be amended to add the following to the beginning of the first full paragraph: "In accordance with generally accepted construction practices,the Contractor shall be solely and completely responsible for conditions of the job site, including the safety of all persons and property in performance of the Work. This requirement shall apply continuously and shall not be limited to normal working hours. The Contractor's duty to preserve safety shall include,but shall not be limited to,the erection and maintenance of temporary fences,bridges,railings and barriers;the placement of guards; maintenance and operation of sufficient lights and signals; and all other precautions necessary to maintain safety in the vicinity of the Work. Any duty on the part of the City's Representative or other City employee or agent to give general engineering supervision of the Contractor's performance is not intended to include the review of the adequacy of the Contractor's safety measures. Nothing herein shall relieve Contractor of his sole and complete responsibility for safety conditions on the Site." 5-7.2 Safety Orders. Section 5-7.2.1 shall be amended to add the following to the beginning of the second full paragraph: "Pursuant to Labor Code Section 6705,if the Contract Price exceeds$25,000 and if the Work governed by this Contract entails excavation of any trench or trenches five(5)feet or more in depth, Contractor shall comply with all applicable provisions of the Labor Code, including Section 6705, regarding sheeting, shoring and bracing." - Section 5-7.2.2 shall be amended to add the following to the end of the first full paragraph: GENERAL PROVISIONS -24 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 97 of 630 "Contractor shall comply fully with the requirements of Section 1717 of the Construction Safety Orders, State of California, Department of Industrial Relations, regarding the design of concrete forms, falsework, and shoring, and the inspection of same prior to the placement of concrete. Where Section 1717 requires the services of a civil engineer registered in the State of California to approve design calculations and working drawings of the falsework or shoring system, or to inspect such system prior to the placement of concrete, Contractor shall employ a registered civil engineer for these purposes,and all costs therefor shall be included in the Bid item price named in the Contract for completion of the Work as set forth in the Contract Documents." 5-7.4 Hazardous Substances. Section 5-7.4 shall be amended to add the following to the end of that Section: "As required by Public Contract Code Section 7104, if this Contract involves digging trenches or other excavations that extend deeper than four (4) feet below the surface, Contractor shall promptly, and prior to disturbance of any conditions, notify City of: (1) any material discovered in excavation that Contractor believes to be a hazardous waste that is required to be removed to a Class I,Class II or Class III disposal site;(2)subsurface or latent physical conditions at the site differing from those indicated by City; and(3) unknown physical conditions of an unusual nature at the site, significantly different from those ordinarily encountered in such contract work. Upon notification, City shall promptly investigate the conditions to determine whether a change order is appropriate. In the event of a dispute, Contractor shall not be excused from any scheduled completion date and shall proceed with all Work to be performed under the Contract,but shall retain all rights provided by the Contract or by law for making protests and resolving the dispute." -END OF SECTION- GENERAL PROVISIONS -25 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 98 of 630 SECTION 6 PROSECUTION,AND PROGRESS OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK Section 6-1.2 Commencement of the Work of the Standard Specifications shall be amended in its entirety to read as follows: "After the Contract has been approved by the Owner,and a written Notice to Proceed has been issued to the Contractor,the Contractor shall start the Work within 10 working days after the date specified in said Notice to Proceed. The Work shall be diligently prosecuted to completion before the expiration of the time indicated in the Bid Documents and Contract Form, plus any duly authorized extensions thereof." The provisions of Section 6-1 of the Standard Specifications shall be amended to add the following at the end of that Section: "Notwithstanding anything to the contrary herein, the Contractor's proposed construction schedule shall include the expected start and completion dates for all portions of the contract Work. During a scheduling conference between the Contractor and the City's Representative, the work schedule will be discussed and modified, if necessary, by mutual agreement. Should it become necessary for the City to delay temporarily the construction schedule agreed upon during the scheduling conference,every effort will be made to permit a new construction schedule at the time most convenient to the Contractor,thus permitting the Project to proceed with the shortest intramural movement of the equipment. The Contractor shall notify the City's Representative in all such cases in order to arrive at a mutually satisfactory schedule." "Contractor's construction schedule shall be in a form provided for in the Specifications. Contractor shall continuously update its construction schedule. Contractor shall submit an updated and accurate construction schedule to the Owner whenever specifically requested to do so by Owner and with each periodic payment request. Failure to submit an updated and accurate construction schedule shall render Contractor in breach of the Contract and shall entitle Owner to withhold money therefor." 6-4 DELAYS AND EXTENSIONS OF TIME The provisions of Section 6-4.1 of the Standard Specifications shall be amended to add the following at the end of that Section: "Notwithstanding anything to the contrary, the provisions of Articles 1 and 2 of the California Government Code(Sections 4215 and 4216)are incorporated by reference as if fully set forth herein. In the event of any conflict between the Standard Specifications and Government Code Sections 4215 and 4216,the provisions of Government Code Section 4215 and 4216 shall prevail. Contractor should pay particular attention to the provisions of Section 4215 with regards to the relocation of utilities,the costs thereof, delays caused thereby and the indication of service laterals and appurtenances." GENERAL PROVISIONS-26 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 99 of 630 "The right is reserved to the owners of public utilities or franchises to enter upon the streets for the purpose of making repairs or changes in their property which may be necessary as a result of the Work. Employees of the City shall likewise have the privilege of entering upon the street for the purpose of making any necessary repairs or replacements." "Contractor shall employ and use only qualified persons, as hereinafter defined,to work in proximity to Southern California Edison's secondary, primary and transition facilities. The term "qualified person" shall mean one who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved,as more specifically defined in Section 2700 of Title 8 of the California Administrative Code. The Contractor shall take such steps as are necessary to assure compliance by all Subcontractors." 6-6 SUSPENSION OF WORK. 6-6.1 General. The provisions of Section 6-6.1 of the Standard Specifications shall be amended to add the following at the end of that Section: "The situations which will be deemed to be in the City's interest to suspend the Work shall include, but shall not be limited to,the following: (1) unsuitable weather or such other conditions that render the proper prosecution of the Work impracticable or inefficient; or (2) when the Contractor or his workmen fail or refuse to carry out orders or to perform any or all of the requirements of the Contract;(3)when the Contractor fails or refuses to supply an adequate working force for any reason whatsoever(including,but not limited to,strikes,labor unrest or labor shortages of any kind); (4) when the Contractor fails or refuses to begin delivery of any materials, manufactured articles, supplies or equipment for any reason whatsoever(including,but not limited to, transportation problems, strikes, labor unrest or labor shortages of any kind); (5) when the Contractor fails or refuses to commence Work within the time specified for any reason whatsoever (including,but not limited to,transportation problems, labor strikes, labor unrest or labor shortages of any kind); (6) when the Contractor fails or refuses to maintain an adequate rate of delivery of materials, manufactured articles, supplies or equipment for any reason whatsoever(including, but not limited to transportation problems,strikes, labor unrest or labor shortages of any kind);(7)when the Contractor fails or refuses to execute the Work in a manner and at such locations as specified in the Contract Documents;(8)when the Contractor fails or refuses to maintain a Work program which will insure the Agency's interest; (9)when the Contractor fails or refuses to carry out the intent of the Contract;or(10)when the Contractor fails or refuses in any other respect to prosecute the Work with the diligence,speed or force specified or intended by the terms of the Contract. The Contractor shall immediately comply with any written order from the City's Representative and shall not resume operations until so ordered in writing." 6-7 TERMINATION OF THE CONTRACT FOR DEFAULT. Subsections 6-7.1, 6-7.2, and 6-7.3 of Section 6-7 of the Standard Specifications shall be amended to read as follows: "If the Contractor should be in violation of the Contract,then the City may,without prejudice to any other right or remedy and after giving notice as specified herein,terminate the Contract and GENERAL PROVISIONS -27 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 100 of 630 take all actions provided for herein and elsewhere in the Contract Documents. By way of example and not as a limitation upon its right to terminate the Contract as provided herein, the City may terminate the Contract if, in its sole opinion,the Contractor fails or refuses to: (1)begin delivery of any materials,manufactured articles, supplies or equipment for any reason whatsoever(including, but not limited to transportation problems, strikes, labor unrest or labor shortages of any kind); (2) commence Work within the time specified for any reason whatsoever(including,but not limited to, transportation problems,labor strikes, labor unrest or labor shortages of any kind); (3)maintain an adequate rate of delivery of materials,manufactured articles, supplies or equipment for any reason whatsoever (including, but not limited to, transportation problems, strikes, labor unrest or labor shortages of any kind); (4) execute the Work in a manner and at such locations as specified in the Contract Documents;(5)maintain a Work program which will insure the Agency's interest;(6)carry out the intent of the Contract; (7) supply an adequate working force for any reason whatsoever (including,but not limited to, strikes, labor unrest, labor shortages of any kind), or(8) in any other respect prosecute the Work with the diligence, speed or force specified or intended by the terms of the Contact." "If the City determines that sufficient grounds exist to terminate the Contract as provided herein,the City's Representative shall provide written notice to the Contractor and its surety on its performance bond. If the Contractor or its surety does not fully comply with such notice within five (5) days after receiving it, or fails to continue after starting to comply in good faith, the City may exclude the Contractor and its employees and Subcontractors from the Work,or any portion thereof, and take possession of and use, or cause to be used, all materials, tools and equipment of every description as may be found at the place of such Work. Thereupon,the Contractor and its employees and Subcontractors shall discontinue such Work or such part thereof as the City may designate,and the City may thereupon,by Contract or otherwise, as it may determine, complete the Work or any part thereof All expenses charged under this paragraph shall be deducted and paid for by the City out of any moneys then due or to become due the Contractor under the Contract. In such accounting, the City shall not be held to obtain the lowest figure for the Work for completing the Contract, or any part thereof,or for insuring its proper completion,but all sums paid therefore shall be charged to the Contractor. In case the expenses so charged are less than a sum which would have been payable under the Contract if the same had been completed by the Contractor,the Contractor shall be entitled to receive the difference. In case such expense shall exceed the amount payable under the Contract, then the Contractor shall pay the amount of the excess to the City upon completion of the Work without further demand being made therefore. In the determination of the question as to whether or not there has been any such noncompliance with the Contract as to warrant the suspension or annulment thereof,the decision of the City Council shall be binding on all parties to the Contract." 6-9 LIQUIDATED DAMAGES. Section 6-9 of the Standard Specifications shall be amended in its entirety to read as follows: "Contractor agrees that if the Work is not completed within the Contract Time and/or pursuant to any completion schedule, construction schedule or project milestones developed pursuant to provisions of the Contract, it is understood, acknowledged and agreed that the District will suffer damage. Pursuant to Government Code Section 53069.85, Contractor shall pay to the District as fixed and liquidated damages the sum specified in the Contract form for each and every GENERAL PROVISIONS -28 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 101 of 630 calendar day of delay beyond the Contract Time or beyond any completion schedule, construction schedule or Project milestones established pursuant to the Contract. Liquidated damages may be deducted from any payments or other funds owing to Contractor, including progress payments,the final payment and retentions." 6-10 TIMES OF OPERATION Section 6-10 shall be added to the Standard Specifications to read as follows: "It shall be unlawful for any person to operate, permit, use, or cause to operate any of the following,other than between the hours of 7:00 a.m.to 5:00 p.m.,Monday through Friday,with no work allowed on Owner-observed holidays, unless otherwise approved by the Engineer: 1. Powered Vehicles 2. Construction Equipment 3. Loading and Unloading Vehicles 4. Domestic Power Tools" -END OF SECTION- GENERAL PROVISIONS -29 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 102 of 630 SECTION 7 MEASUREMENT AND PAYMENT 7-2 LUMP SUM WORK. Section 7-2 of the Standard Specifications shall be amended to add the following at the end of that Section: "On lump sum contracts, the Contractor shall submit, for approval by the Engineer, a Schedule of Values, or lump sum price breakdown, which will serve as the basis for progress payments and which shall be incorporated into a form of Application for Payment acceptable to the Engineer. Such Schedule of Values shall be submitted for approval at the Pre-construction Conference and must meet the approval of the Engineer before any payments can be made to the Contractor." 7-3 Payment. The provisions of Section 7-3 of the.Standard Specifications shall be revised to read as follows: 7-3.1 General. Section 7-3.1 shall be amended to include the following at the beginning of that Section: "Extra work shall be paid for under written work order in accordance with the terms therein provided. Generally,payment for extra work will be made at the unit price or lump sum previously agreed upon between the Contractor and the City." Section 7-3.1 of the Standard Specifications shall be amended to add the following at the end of that Section: "Contractor shall submit, with each of its billing invoices, a corrected list of quantities, verified by the Engineer, for unit price items listed in the Bid Schedule. Following the City's acceptance of the Work as fully complete, the Contractor shall submit to the City for approval a written statement of the final quantities of Contract items for inclusion in the final invoice. Upon receipt of such statement,the City's Representative shall check the quantities included therein and shall authorize the Contractor to submit an invoice which,in the City Representative's opinion,shall be just and fair,covering the amount and value of the total amount of Work done by the Contractor, less previous payments, applicable withholdings and retentions." "All retention proceeds shall be released and paid in strict accordance with the California Public Contract Code Sections 7107 and 7201." "Payment for the various items on the Contract Bid Forms, as further specified in the Contract, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of Work being described, as necessary to complete the various items of Work, all in accordance with the provisions for Measurement and Payment in the Standard Specifications and these General Conditions, and as shown on the Drawings, including all appurtenances thereto. Compensation shall include all costs of compliance with the regulations of GENERAL PROVISIONS -30 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 103 of 630 public agencies having jurisdiction over the Work,including the Safety and Health Requirements of the California Division of Industrial Safety and the Occupational Safety and Health Administration of the U.S. Department of Labor(OSHA)." "No separate payment will be made for any item that is not specifically set forth in the Contract Bid Forms,and all costs therefor shall be included in the prices named in the Contract Bid Forms for the various appurtenant items of work." 7-3.2 Partial and Final Payments. Section 7-3.2 of the Standard Specifications shall be amended to add the following at the end of that Section: "For purposes of this Section,the monthly payment date shall be the last calendar day of each month. In order for the City to consider and prepare for each monthly payment,the Contractor shall submit a detailed measurement of Work performed and a progress estimate of the value thereof before the tenth(10th)day of the following month. The City shall review and make payment on all approved charges within the time required by Public Contract Code Sections 20104.5 et sem,." "Acceptance of any progress payment accompanying any estimate without written protest shall be an acknowledgment by the Contractor that the number of accumulated contract days shown on the associated statement of working days is correct. Progress payments made by the Owner to the Contractor or its sureties after the completion date of the Contract shall not constitute a waiver of liquidated damages." "Subject to the provisions of Section 22300 of the California Public Contract Code, a 5 percent retention will be withheld from each payment. All invoices and detailed pay requests shall be approved by the Engineer before submittal to the Owner for payment. All billings shall be directed to the Engineer." "Pursuant to Section 22300 of the California Public Contract Code, In accordance with California Public Contract Code Section 22300,the City will permit the substitution of securities for any monies withheld by the City to ensure performance under the Contract. At the request and expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the City,or with a state or federally chartered bank in California as the escrow agent, and thereafter the City shall then pay such monies to the Contractor as they come due. Upon satisfactory completion of the Contract, the securities shall be returned to the Contractor. The Contractor shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon.The escrow agreement used for the purposes of this Section shall be in the form provided by the City." "The Contractor shall submit with each invoice the Contractor's conditional waiver of lien for the entire amount covered by such invoice,as well as a valid unconditional waiver of lien from the Contractor and all subcontractors and materialmen for all work and materials included in any prior invoices. Waivers of lien shall be in the forms prescribed by California Civil Code Section 3262. Prior to final payment by the Owner,the Contractor shall submit a final waiver of lien for the Contractor's work,together with releases of lien from any subcontractor or materialmen." GENERAL PROVISIONS -31 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 104 of 630 "7-3.5.1 Contract Unit Prices. Section 7-3.5.1 shall be amended in its entirety to read as follows:" "7-3.5.1 Allowable Quantity Variations on Unit Price Contracts. In the event of an increase or decrease in a bid item quantity of a unit price contract,the total amount of work actually done or materials or equipment furnished shall be paid for according to the unit price established for such work under the Contract Documents,wherever such unit price has been established;provided, that an adjustment in the Contract Unit Price may be made for changes which result in an increase or decrease in the quantity of any unit price bid item of the Work in excess of 25 percent, or for eliminated items of work." "7-3.5.2 Increases of More Than 25 Percent. On a unit price contract, should the total quantity of any item of work required under the Contract exceed the Engineer's Estimate therefor by more than 25 percent,the work in excess of 125 percent of such estimate and not covered by an executed contract Change Order specifying the compensation to be paid therefor will be paid for by adjusting the Contract Unit Price, as hereinafter provided, or at the option of the Owner, payment for the work involved in such excess will be made as provided in Paragraph 7-3.5, as amended in these Special Provisions." - GENERAL PROVISIONS -32 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 105 of 630 "Such adjustment of the Contract Unit Price will be the difference between the Contract Unit Price and the actual unit cost, which will be determined as hereinafter provided, of the total pay quantity of the item. If the costs applicable to such item of work include fixed costs,such fixed costs shall be deemed to have been recovered by the Contractor by the payments made for 125 percent of the Engineer's Estimate of the quantity for such item, and in computing the actual unit costs, such fixed costs will be excluded. Subject to the above provisions, such actual unit cost will be determined by the engineer in the same manner as if the work were to be paid for as ektra work as provided in Paragraph 7-3.5, as amended in these Special Provisions,or such adjustment as will be as agreed to by the Contractor and the Owner." "When the compensation payable for the number of units of an item of work performed in excess of 125 percent of the Engineer's Estimate is less than$5,000 at the applicable Contract Unit Price,the Engineer reserves the right to make no adjustment in said price if he so elects,except that an adjustment will be made if requested in writing by the Contractor." "7-3.5.3 Decreases of More Than 25 Percent. On unit price contracts, should the total pay quantity of any item of work required under the contract be less than 75 percent of the Engineer's Estimate therefor, an adjustment in compensation pursuant to this Section will not be made unless the Contractor so requests in writing. If the Contractor so requests,the quantity of said item performed,unless covered by an executed contract change order specifying the compensation payable therefor,will be paid for by adjusting the Contract Unit Price as hereinafter provided, or at the option of the engineer,payment for the quantity of the work of such item performed will be made as if the work were to paid for as extra work as provided in Paragraph 7-3.5, as amended in these Special Provisions, or such adjustment as will be as agreed to by the Contractor and the Owner; provided,however,that in no case shall the payment for such work be less than that which would be made at the Contract Unit Price." "Such adjustment of the contract unit price will be the difference between the contract unit price and the actual unit cost, which will be determined as hereinafter provided, of the total pay quantity of the item,including fixed costs. Such actual unit cost will be determined by the Engineer in the same manner as if the work were to be paid for as extra work as provided in Paragraph 7-3.5, 111 as amended in these Special Provisions,or such adjustment as will be as agreed to by the Contractor and the Owner." "The payment for the total pay quantity of such item of work will in no case exceed the payment which would be made for the performance of 75 percent of the Engineer's Estimate of the quantity for such item at the original Contract Unit Price." "7-3.8 Eliminated Items. On unit price contracts, should any contract item of the work be eliminated in its entirety, in the absence of an executed contract Change Order covering such elimination, payment will be made to the Contractor for actual costs incurred in connection with such eliminated contract item if incurred prior to the date of notification in writing by the Engineer of such elimination." "If acceptable material is ordered by the Contractor for the eliminated item prior to the date of notification of such elimination by the Engineer, and if orders for such material cannot be GENERAL PROVISIONS -33 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 106 of 630 canceled, it will be paid for at the actual cost to the Contractor. In such case,the material paid for shall become the property of the Owner and the actual cost of any further handling will be paid for by the Owner. If the material is returnable to the vendor and if the Engineer so directs the Contractor, the material shall be returned and the Contractor will be paid for the actual cost of charges made by the vendor for returning the material. The actual cost of handling returned material will be paid for." "The actual costs or charges to be paid by the Owner to the Contractor as provided in this Section 7-3 will be computed in the same manner as if the work were to be paid for as extra work as provided in Paragraph 7-3.8,as amended in these General Conditions,or such adjustment as will be as agreed to by the Contractor and the Owner." 7-4 PAYMENT FOR EXTRA WORK 7-4.1 General. The provisions of Section 7-4.1 of the Standard Specifications shall be amended to include the following at the end of that Section: "All extra work shall be adjusted daily upon report sheets furnished by the Contractor, prepared by the City's Representative and signed by both parties. The daily report shall be considered thereafter as the true record of extra work done. New and unforeseen work will be classed as extra work only when said work is not covered and cannot be paid for under any of the various items or combination of items for which a bid price appears in the Bid Forms. The Contractor shall not do any extra work, except upon written order from the City's Representative." 7-4.3 Markup. Paragraph(a)of Section 7-4.3.1 (Work by the Contractor)shall be amended in its entirety to read as follows: "(a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profit. 1) Labor 24 percent(includes bonding) 2) Materials 15 percent 3) Equipment rental 15 percent 4) Other items and expenditures 15 percent 5) Subcontracts (1st tier only) 5 percent 6) Lower tier subcontractors none To the sum of the costs and markups provided for in this subsection,except for labor, one percent shall be added as compensation for bonding." -END OF SECTION- GENERAL PROVISIONS -34 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 107 of 630 SECTION 402 UTILITIES 402-1 LOCATION The provisions of Section 402-1 of the Standard Specifications shall be amended to add the following at the end of that Section: "Locations of existing utilities shown on the Plans are approximate and may not be complete. Therefore,the Contractor shall notify Underground Service Alert at 1-800-227-2600 a minimum of 2 working days prior to any excavation in the vicinity of any potentially existing underground facilities in order to verify the location of all utilities prior to the commencement of the Work." "The Contractor shall be responsible for coordinating its work with all utility companies during the construction of the Work." "The Plans identify the approximate locations of existing utilities that parallel or cross the Work. These locations are based on the best information available to the Owner. The Contractor shall verify these locations." 402-2 PROTECTION The provisions of Section 402-2 of the Standard Specifications shall be amended to add the following at the end of that Section: "All water meters,water valves,fire hydrants, electrical utility vaults,telephone vaults,gas utility valves, and other subsurface structures shall be relocated or adjusted to grade by the Contractor. The Contractor shall notify each utility owner a minimum of 2 working days before commencing the Work." "If the Contractor,while performing the Contract,discovers utility facilities not identified by the public agency in the Contract Plans or Specifications, he or she shall immediately notify the public agency and utility in writing." "The public utility,where they are the owner,shall have the sole discretion to perform repairs or relocation work, or permit the Contractor to do such repairs or relocation work at a reasonable price." "During construction of the Work,some of the existing utilities may fall within the prism of trenches. if the existing utility does fall within the contractor=s trenches,the utility involved shall be supported properly by the Contractor to the satisfaction of the utility owner. The method of support of the utility, precautions to be taken during trench backfill and compaction, etc., shall be per the utility owner's requirements. The Contractor shall contact the utility owner should it anticipate such exposure of any of the existing utilities." -END OF SECTION- GENERAL PROVISIONS -35 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 108 of 630 CITY OF ROSEMEAD GARVEY PARK GYM COOLING ADDITION PROJECT No. 31019 I PART "B" SUPPLEMENTAL GENERAL CONDITIONS I City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 109 of 630 GARVEY PARK GYM COOLING ADDITION PROJECT No. 31019 SUPPLEMENTARY GENERAL CONDITIONS 10-1 GENERAL 10-1.1 Description of Work The base bid of the project consists of the installation of a packaged DX rooftop unit to serve the Garvey Park Gymnasium and the installation of a 480 panel to facilitate the newly added located at 7954 Dorothy Street, Rosemead, CA 91770 and consists of new HVAC system, electrical upgrades, and framing as indicated in the appendix and other related work as described in the plans and specifications. Bid Alternate 1 consists of the installation of a split system to serve the private office at Garvey Park Gymnasium. Bid Alternate 2 consists of the installation of an exhaust fat to serve both the men's and women's restrooms. 10-1.2 Quantities - The estimate of quantities of work is approximate only, being given as basis for the compilation of bids, and the City of Rosemead does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work that may be deemed necessary or expedient by the Engineer. In such case the contract unit price shall prevail subject to the requirements of Subsection 3- 2.2.1 of the Standard Specifications. All work incidental to this project, as described on the drawings and/or this specification shall be considered as included within the scope of the work. The bid prices submitted by the contractor shall include the cost of said incidentals, even though such incidentals are not specifically mentioned in the preceding description of work to be done or in the proposal form. 10-1.3 Equals - Whenever the names of specific products are designated in the details appearing on the drawings or in the specifications, the intent is to state the general type and quality of the products desired, without the intention of ruling out the use of other products of equal type and quality. If the successful contractor wishes to make substitutions of the products specified, he must make an application in writing to the Engineer prior to the acceptance and installation into the project with a complete description of the alternate products and a statement with regard to the saving to the owner, if any, in case the substitution would be permitted. The Engineer will have the right to make the final decision in these cases and to insist on use of particular brands of products shown on the drawings or in the specifications, if, in his opinion, such brands will be preferable to the Engineer, in lieu of the requested substitutions. GC-1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 110 of 630 10-1.4 Installation of Equipment - All materials and workmanship shall be in accordance with the manufacturer's specifications and instructions. 10-2 PROSECUTION,PROGRESS,AND ACCEPTANCE OF WORK Prosecution, progress, and acceptance of work shall conform to Section 6 of the Standard Specifications with the following special conditions: a. Beginning and Completion of Work: The contract time allowed for completion of the project is SIXTY(60)working days. Work on this project shall commence no later than ten (10) days from the date of Notice to Proceed. b. The contractor shall submit to the Engineer a time schedule of work for the various sequences of the major operations. Said schedule shall be submitted at least 5 working days prior to the beginning of work and shall be subject to the approval of the Engineer. c. Working hours on this project shall be limited to 7:00 a.m. to 5:00 p.m. with no work on Saturdays, Sundays, Holidays, and alternate Fridays in which City Hall is closed. Except when authorized by the Director of Public Works or City Engineer. d. Inspection: The City shall provide inspection for an 8-hour day for normal working days. The City will deduct from the contractor's invoice an amount equal to $120 per hour for inspection in excess of the foregoing, including legal holidays, City Hall closed Fridays, and weekends. e. Weight master certificates are source documents and it is the contractor's responsibility to collect the material tickets from the drivers at the delivery point, sign and date them and submit to the City Inspector. f. Contractor shall notify all property owners within the project limits of all activities; written notification shall be delivered to properties at least forty-eight (48)hours in advance of any activity. g. The contractor and all subcontractors shall attend a pre-construction meeting at the time, date, and place determined by the City. h. The contractor and all subcontractors shall obtain a Rosemead Business License prior to the start of work. 10-3 STANDARD SPECIFICATIONS GC-2 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 111 of 630 The work embraced herein shall be done in accordance with the "Standard Specifications for Public Works Construction (Greenbook)," latest edition, including all supplements, and applicable provisions of Caltrans Standard Specifications, latest edition. In case of conflict between the Standard Specifications and the Special Provisions, the Special Provisions shall take precedence over and be used in lieu of such conflicting portions. 10-4 CONSTRUCTION YARD It shall be the contractor's responsibility to locate any storage sites for materials and equipment needed, and such sites must be approved in advance by the City Engineer. When storage sites are located on private properties, the contractor shall be required to submit to the City Engineer written approval from the record owner authorizing the use of his property by the contractor, and contractor shall bear all the cost involved, and provide necessary insurance requirements. The City can provide the contractor an area within Garvey Park for a yard. The contractor accepts sole liability for the yard during the time, which it is occupied. The contractor agrees to indemnify and hold harmless the City and ARA during the period which the contractor occupies the site. The yard shall be fenced with City- approved temporary chain link fence and gate(s). The yard shall be secured at all times. The Contractor shall be responsible for required utilities, if available. The Contractor shall store all materials in a manner, which complies with manufacturer's recommendations and/or legal requirements. The yard shall be maintained in a manner consistent with surrounding properties. After the project is constructed, the Contractor shall move off of the yard and return the yard to a condition similar to before he moved on the yard. U In order to assure these requirements are met, the Contractor shall have an independently prepared environmental report prepared prior to Contractor mobilization and after final cleanup. Contractor and all subcontractors shall not be permitted to place any signage or advertising signs on the site unless city's written approval is obtained. 10-5 UTILITIES U The contractor will obtain the locations of underground facilities from the utility companies at least twenty-four (24) hours prior to commencing construction in such areas. At all time the contractor shall be responsible for the protection of such facilities and shall be held liable for damage to utilities during construction. The contractor is GC-3 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 112 of 630 responsible to call Underground Service Alert at (800)422-4133 at least 72 hours prior to commencing any work. 10-6 CONSTRUCTION WATER It shall be the responsibility of the contractor to furnish an adequate supply of water for construction use. 10-7 AIR AND WATER POLLUTION The Contractor shall be required to conform to all current regulations of the South Coast Air Quality Management District. The Contractor shall also conform to Section 402(p) of the 1972 Clean Water Act which establishes a framework for the regulation of municipal, industrial and construction stormwater discharges under the National Pollutant Discharge Elimination System (NPDES) program. 10-8 HAZARDOUS MATERIAL NOTIFICATION A material Safety Data Sheet (MSDS) is required by the City of Rosemead for all hazardous materials which are brought on site by the Contractor. A MSDS is required for any product which may contain hazardous materials. The contractor must alert the City Engineer of the quantity and type of hazardous material which will be brought on site. The MSDS sheets must be submitted to the City Engineer at least two (2) business days prior to starting work. The City Engineer may require the City Safety Officer or his designee to review the MSDS for approval of use. The contractor shall be responsible for notifying Underground Service Alert (800) 422- 4133 and all utility companies having substructures within the limits of the job. This shall be done at least 72 hours prior to commencing construction. 10-9 PUBLIC CONVENIENCE AND SAFETY The contractor shall conduct his operations to comply with the provisions of section 7-10 of the Standard Specifications. Traffic Control shall comply with the Work Area Traffic Control Handbook of the American Public Works Association (WATCH Manual), latest edition. After award of the contract, the contractor shall submit to the Engineer his proposed schedules for lane closing and his methods of traffic control to comply with the requirements specified herein below. This submittal shall be made sufficiently in advance of any rerouting or diversion of traffic by the contractor to allow for a review of the contractor's proposed traffic control. Any shifting of traffic from one lane to another which is necessary in order to maintain the required number of lanes, shall be directed in such a manner that traffic may move smoothly across the work without any sudden changes from one lane to another. Toward GC-4 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 113 of 630 this end the minimum taper allowed for detouring the traffic from one lane to another shall be 20:1. The contractor shall provide, throughout the period of construction, all signs which may be deemed necessary for the safe and orderly conduct of vehicular traffic as directed by the Engineer. All barricades used as warning and guiding devices shall bear the name of the contractor in legible letters. Flashing arrow board(s) shall be required throughout the construction period. Traffic lanes shall have a minimum width of twelve (12) feet and minimum clearance of two (2) feet from curbs, poles and similar obstructions, and two (2) feet from any excavation, unless otherwise specified. One lane shall be maintained at all times. Transitions of differential road surfaces shall be maintained according to SSPWC sect. Spillage resulting from hauling operations along any public traveled way shall be removed immediately by the contractor. Traffic shall not be allowed on the street until the initial sweeping is complete. Contractor shall provide access the existing driveways. Contractor will close only one driveway at any time to properties having more than one driveway. 10-10 PAYMENT Payment shall be made in accordance with Section 9 of the Standard Specifications. Payment will be made at the lump sum prices or unit prices as stipulated in the Bid Proposal and will include full compensation for furnishing all labor materials, tools and equipment and doing all the work involved in completion of the bid items. 5 %retention will be paid 35 days after Notice of Completion was recorded 10-11 SURVEY MONUMENTS See Section 2-9 Surveying of the General Provisions Page—7. 10-12 CLEAN-UP Upon completion of the work and before the final estimate is submitted, the Contractor shall, at his own expense, remove from the vicinity of the work all plant, buildings, rubbish, unused materials, concrete forms and other materials or equipment belonging to or used by him or any subcontractor on the work. In the event of failure to so remove, the same may be removed and disposed of by the City at the Contractor's expense. 10-13 GUARANTEE GC-5 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 114 of 630 The contractor hereby guarantees for a period of one year that the entire work constructed by him under this contract will meet fully all requirements thereof as to quality of workmanship and of materials furnished by him. The contractor hereby agrees to make at his own expense any repairs or replacements made necessary by defects in materials or workmanship supplied by him that becomes evident within the time specified after filing of the Notice of Completion of the work by the Engineer, and to restore to full compliance with the requirements of these specifications, including the test requirements set forth herein for any part of the work constructed hereunder, which during said period is found to be deficient with respect to any provision of the specifications. The contractor also agrees to defend, indemnify and hold the Owner, its officers and employees, harmless from claims of any kind arising from damage due to said defects. The contractor shall make all repairs and replacements promptly upon receipt of written orders for same from the Engineer. If the contractor fails to make the repairs and replacements promptly, the owner may doe the work and the contractor and his surety shall be liable to the owner for the cost thereof. Upon termination of the Contractor's guarantee any manufacturers' guarantees held by him shall be delivered to the owner. The guarantees and agreements set forth in Subsection (a) hereof shall be secured by a surety bond which shall be delivered by the Contractor to the Owner before the notice of completion shall be filed by the Development Services Director. Said bond shall be in an approved form and executed by a surety company or companies satisfactory to the owner, in the amount of ten percent (10%) of the contract price. Said bond shall remain in force for a period of one year from the date of filing of the Notice of Completion. Instead of providing a surety bond, the contractor may, at his option, provide for the Faithful Performance Bond furnished under the contract to remain in force for said amount until the expiration of the required period. 10-14 SANITATION All portions of the work shall be maintained at all times in sanitary condition. The contractor shall provide adequate toilet facilities for all workmen and representatives of the owner employed on the work. Such facilities shall be subject to the acceptance of the owner as to location and type. The contractor shall maintain the same in sanitary condition from the beginning of the work until completion and then shall remove the facilities and disinfect the premises if necessary. The contractor shall be responsible for alleviating all dust and nuisance conditions occasioned by his work. Each day, at the completion of the day's work, the entire trench area and adjacent streets shall be swept and cleaned to the satisfaction of the City Engineer or his appointed representative. The contractor shall cover all storm drain catch basins during excavation and sweeping operations to prevent excavated materials from entering the catch basins. 10-15 SITE MAINTENANCE GC-6 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 115 of 630 1.01 General. The Contractor shall maintain the construction site in a neat and orderly condition, free from trash and waste construction materials at all times. Unattended construction materials, equipment, and trash shall be left in a manner to not constitute a fire hazard nor become a nuisance or danger due to rain, wind, or other forces of nature. The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the work. These accommodations shall be maintained in a neat and sanitary condition. They shall also comply with all applicable laws, ordinances, and regulations pertaining to public health and sanitation of dwellings and camps. The Contractor shall provide proper barricades with flashing lights properly working and temporary fencing to insure a safe construction site. The Contractor shall maintain the work site in a manner that assures adequate access to workers and other authorized personnel. The Contractor shall provide proper traffic control in all construction areas. 1.02 Dust Control. The Contractor shall exercise all reasonable and necessary means to abate undue dust. Application of water for dust control shall be under the control of the Engineer and shall be applied in the amounts and at locations designated by the Engineer or other City Representatives. 1.03 Control of Water. The Contractor shall work in a manner that does not prevent storm or other water from flowing uninterrupted along the existing street drainage courses. Diversion of water for short reaches to protect construction may be permitted if public or private properties are not threatened with damage. Should such diversions be necessary, the Contractor shall obtain written permission from the applicable public agency or property owner before the Engineer will permit any diversion of water outside rights-of-way or normal drainage courses. 1.04 Protection of Existing Improvements. Construction operations shall be conducted in a manner that assures all permanent facilities and improvements, as well as temporary improvements which remain during the life of this contract, are not subject to vertical settlement or horizontal movement. The Contractor shall work around all existing utility facilities. During construction the Contractor shall cooperate with the owners of any utility that has manholes, vaults, valve covers or any other facilities within the construction area. These facilities shall be completely protected by the Contractor. The Contractor shall exercise care to prevent asphalt material from being deposited on concrete surfaces. Unless otherwise specified, all costs for protection of existing improvements shall be absorbed in the various items of work and no separate payment shall be made for them. 1.05 Restoration of Existing Improvements. All existing improvements removed or damaged during construction shall be reconstructed in accordance with the applicable provisions of the Standard Specifications for Public Works Construction, 2018 Edition, (hereinafter referred to as the Standard Specifications). The Contractor shall replace or GC-7 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 116 of 630 restore existing improvements to their original condition to the satisfaction of the Engineer at no expense to the City. 1.06 Disposal of Removed, Cleared, and Waste Material. All removed, cleared, and waste material shall become the property of the Contractor and shall be disposed of by the Contractor outside the limits of work in accordance with the applicable ordinances and regulations of governmental agencies having jurisdiction. 1.07 Final Clean Up. After completion of all other work required under the contract, the Contractor shall, at no expense to the City, clean up the work site including any and all properties used by the Contractor during construction to the satisfaction of the Engineer. The Contractor shall remove and dispose of all excess materials. The Contractor shall repair, replace, or restore, to the satisfaction of the Engineer, all property of any type or nature which has been moved, damaged or altered in any way by the Contractor's operations. The Contractor shall return all roadway and adjoining surfaces to their original condition and appearance. The Contractor shall provide all necessary means to avoid tracking asphalt oil on existing asphalt pavement or concrete pavement during paving operations. The Contractor shall slurry (quick set emulsion aggregate slurry, Type II (cationic) with 2-1/2% latex additive) all asphalt pavement area where asphalt oil was accidentally tracked. If tracking is left on the concrete pavement, Contractor shall sand blast the affected area to its original condition and to the satisfaction of the Engineer or City Representatives at no additional cost. Any and all of these requirements shall be at the Contractor's expense. 1.08 Payment. No separate payment will be made for Site Maintenance. All costs for furnishing all labor, materials, tools, dump fees, and incidentals and doing all the work involved, as specified herein and as directed by the Engineer, shall be included in the prices bid for the various contract items of work. 10-16 CLEARING AND GRUBBING 2.01 General. Clearing and Grubbing shall conform to Section 300-1, "Clearing and Grubbing" of the Standard Specifications. In addition, the following items of work are included under Clearing and Grubbing, unless otherwise covered by specific bid items: A. Maintaining dust control at all times by watering and sweeping. B. Providing traffic control and maintaining access, security and safety including all signs, barricades, flashers, covers, plates and chain link fencing as specified elsewhere in these specifications. C. Protecting in place of existing water mains, sewers, gas lines, water meters, valve covers, walls, fences, curbs, fire hydrant, telephone and power poles, and other existing structures. GC-8 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 117 of 630 D. Removing, storing, and replacing removable and portable items and their safe handling and keeping. E. Providing temporary pumps, conduits, and any other necessary means to convey waste waters in order to bypass the construction as needed and as approved by the Engineer. F. Saw cutting Portland cement concrete and asphalt concrete pavement for construction of smooth and straight joins. G. Providing shoring, sheeting, bracing, etc. for excavations. H. Removing, relocating and replacing all sprinkler lines, heads, valves, and other landscaping items interfering with the construction of improvements. I. Removing and disposing of all existing improvements interfering with the construction of new improvements and/or as required elsewhere in these specifications and not included in other bid items. J. Restoring landscaping or any other miscellaneous improvements damaged during construction. K. Removing, replacing, backfilling, and compacting miscellaneous earthwork resulting from removing existing improvements that are not replaced and where excavations were made for concrete forming. L. Backfilling areas with clean topsoil; grading to join elevation of newly constructed curb, sidewalk, and driveway approach; and seeding, watering, and caring for rye grass or approved equal by the Engineer until the grass is established. M. Providing all necessary means to prevent tracking of asphalt oil on existing or new asphalt pavement including a water truck during the paving operation and for restoring areas where asphalt oil was spilled. N. Coordinating the construction with all utility companies. O. Obtaining permit from the appropriate water company for connection to fresh water source and delivering water to the point of use and assuming payment of all fees and payment for water used. 2.02 Payment. Payment for Clearing and Grubbing shall be included in the lump sum price under Bid Item No. 1. Payment of the lump sum price bid shall include full compensation for furnishing all labor, materials,tools, and equipment, and doing all work involved in Clearing and Grubbing as specified above and as directed by the Engineer. GC-9 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 118 of 630 10-17 CONTRACTOR'S RESPONSIBILITIES BEFORE COMMENCEMENT OF THE PROJECT 3.01 General. Due to the nature of this project involving some inconveniences, the Contractor shall respond to all complaints associated with the project that include any alleged damage to private property and/or vehicles, within 24 hours of notification. Failure to comply with this provision will result in an additional penalty of$50.00 per occurrence. The City reserves the right, after 24 hours of notification, to respond to the complaint and repair the alleged damage. The Contractor shall reimburse the City for all costs involved in addressing the complaint, including any administrative costs incurred by the City. 3.02 Notification of Affected Owners or Businesses. The Contractor shall distribute notices informing those affected that construction will be performed in proximity to their property. The notice shall be distributed not less than 48 hours before commencement of work. The Contractor shall provide a sample notification to the Engineer for approval. 3.03 "NO PARKING" Signs. The Contractor shall post temporary "NO PARKING" signs at no cost to the City. The "NO PARKING" signs will be in place not less than 24 hours prior to performing the work. 3.04 Payment. No separate payment will be made for Contractor's Responsibilities Before Commencement of the Project. All costs for furnishing all labor, materials, tools, and incidentals and doing all the work involved, as specified herein and as directed by the Engineer, shall be included in the prices bid for the various contract items of work. GC-10 � 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 119 of 630 CITY OF ROSEMEAD GARVEY PARK GYM COOLING ADDITION PROJECT No. 31019 PART "C" TECHNICAL PROVISIONS City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 120 of 630 GARVEY PARK GYM COOLING ADDITION PROJECT No.31019 TECHNICAL PROVISIONS TABLE OF CONTENTS DIVISION 03—CONCRETE 03 10 00 CONCRETE 03 20 00 CONCRETE REINFORCEMENT 03 30 00 CAST-IN-PLACE CONCRETE 03 73 00 CONCRETE EPDXY ADHESIVE INJECTION DIVISION 05-METALS 05 03 00 HOT DIP GALVANIZING 05 05 23 METAL FASTENINGS 05 12 00 STRUCTURAL STEEL 05 12 13 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL DIVISION 09-FINISHES 092300 GYPSUM PLASTERING 092613 GYPSUM VENEER PLASTERING 092900 GYPSUM BOARD 099123 INTERIOR PAINTING 099600 HIGH-PERFORMANCE COATING DIVISION 22— 220500 COMMON WORK RESULTS FOR PLUMBING 220529 COMMON WORK RESULTS FOR PLUMBING PIPING AND EQUIPMENT 220553 IDENTIFICATION FOR PLUMBING 221316 SANITARY WASTE AMD VENT PIPING 221616 NATURAL GAS PIPING DIVISION 23— 230500 COMMON WORK RESULTS FOR HVAC 230529 HANGERS AND SUPPORTS FOR HVAC 230548 VIBRATION AND SEISMIC CONTROLS FOR HVAC 230553 IDENTIFICATION FOR HVAC 230593 TESTING,ADJUSTING,AND BALANCING FOR HVAC 230700 HVAC INSULATION 233113 METAL DUCTS 233300 AIR DUCTS ACCESSORIES 233423 HVAC POWER VENTIALTORS 233713 DIFFUSERS,REGISTERS,AND GRILLES 237413 ROOFTOP AIR CONDITIONERS FL 238126 SPLIT SYSTEM AIR CONDITIONING UNITS FL 238219 FAN COILS UNITS FL DIVISION 26— 260500 COMMON WORK RESULTS FOR ELECTRICAL 260501 MINOR ELECTRICAL DEMOLITION 260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS TP-1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 121 of 630 260548 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 260573 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY 260574 OVERCURRENT PROTECTIVE DEVICE ARC-FLASH STUDY 262416 PANELBOARDS 262726 WIRING DEVICES 262813 FUSES 262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS TP-2 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 122 of 630 GARVEY PARK GYM COOLING ADDITION PROJECT No.31019 TECHNICAL PROVISIONS SECTION 1 - SITE MAINTENANCE 1.01 General. The Contractor shall maintain the construction site in a neat and orderly condition, free from trash and waste construction materials at all times. Unattended construction materials, equipment, and trash shall be left in a manner to not constitute a fire hazard nor become a nuisance or danger due to rain,wind, or other forces of nature. The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the work. These accommodations shall be maintained in a neat and sanitary condition. They shall also comply with all applicable laws, ordinances, and regulations pertaining to public health and sanitation of dwellings and camps. The Contractor shall provide proper barricades with flashing lights properly working and temporary fencing to insure a safe construction site. The Contractor shall maintain the work site in a manner that assures adequate access to workers and other authorized personnel. The Contractor shall provide proper traffic control in all construction areas. 1.02 Dust Control. The Contractor shall exercise all reasonable and necessary means to abate undue dust. Application of water for dust control shall be under the control of the Engineer and shall be applied in the amounts and at locations designated by the Engineer or other City Representatives. 1.03 Control of Water. The Contractor shall work in a manner that does not prevent storm or other water from flowing uninterrupted along the existing street drainage courses. Diversion of water for short reaches to protect construction may be permitted if public or private properties are not threatened with damage. Should such diversions be necessary,the Contractor shall obtain written permission from the applicable public agency or property owner before the Engineer will permit any diversion of water outside rights-of-way or normal drainage courses. 1.04 Protection of Existing Improvements. Construction operations shall be conducted in a manner that assures all permanent facilities and improvements, as well as temporary improvements which remain during the life of this contract, are not subject to vertical settlement or horizontal movement. The Contractor shall work around all existing utility facilities. During construction the Contractor shall cooperate with the owners of any utility that has manholes, vaults,valve covers or any other facilities within the construction area. These TP-3 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 123 of 630 facilities shall be completely protected by the Contractor. The Contractor shall exercise care to prevent asphalt material from being deposited on concrete surfaces.Unless otherwise specified, all costs for protection of existing improvements shall be absorbed in the various items of work and no separate payment shall be made for them. 1.05 Restoration of Existing Improvements. All existing improvements removed or damaged during construction shall be reconstructed in accordance with the applicable provisions of the Standard Specifications for Public Works Construction, 2018 Edition, (hereinafter referred to as the Standard Specifications). The Contractor shall replace or restore existing improvements to their original condition to the satisfaction of the Engineer at no expense to the City. 1.06 Disposal of Removed, Cleared, and Waste Material. All removed, cleared, and waste material shall become the property of the Contractor and shall be disposed of by the Contractor outside the limits of work in accordance with the applicable ordinances and regulations of governmental agencies having jurisdiction. 1.07 Final Clean Up. After completion of all other work required under the contract,the Contractor shall, at no expense to the City, clean up the work site including any and all properties used by the Contractor during construction to the satisfaction of the Engineer. The Contractor shall remove and dispose of all excess materials. The Contractor shall repair, replace, or restore,to the satisfaction of the Engineer, all property of any type or nature which has been moved, damaged or altered in any way by the Contractor's operations. The Contractor shall return all roadway and adjoining surfaces to their original condition and appearance. 1.08 Payment. No separate payment will be made for Site Maintenance. All costs for furnishing all labor,materials,tools, dump fees, and incidentals and doing all the work involved, as specified herein and as directed by the Engineer, shall be included in the prices bid for the various contract items of work. SECTION 2 - CLEARING AND GRUBBING 2.01 General. Clearing and Grubbing shall conform to Section 300-1, "Clearing and Grubbing" of the Standard Specifications. In addition,the following items of work are included under Clearing and Grubbing, unless otherwise covered by specific bid items: A. Maintaining dust control at all times by watering and sweeping. B. Providing traffic control and maintaining access, security and safety including all signs, barricades,flashers, covers,plates and chain link fencing as specified elsewhere in these specifications. C. Protecting in place of existing water mains, sewers, gas lines,water meters, valve covers, walls, fences, curbs, fire hydrant,telephone and power poles, and other existing structures. D. Removing, storing, and replacing removable and portable items and their safe handling and keeping. TP-4 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 124 of 630 E. Providing temporary pumps, conduits, and any other necessary means to convey waste waters in order to bypass the construction as needed and as approved by the Engineer. F. Saw cutting Portland cement concrete and asphalt concrete pavement for construction of smooth and straight joins. G. Providing shoring, sheeting, bracing, etc. for excavations. H. Removing, relocating and replacing all sprinkler lines, heads,valves, and other landscaping items interfering with the construction of improvements. I. Removing and disposing of all existing improvements interfering with the construction of new improvements and/or as required elsewhere in these specifications and not included in other bid items. J. Restoring landscaping or any other miscellaneous improvements damaged during construction. K. Removing, replacing,backfilling, and compacting miscellaneous earthwork resulting from removing existing improvements that are not replaced and where excavations were made for concrete forming. L. Backfilling areas with clean topsoil; and seeding, watering, and caring for rye grass or approved equal by the Engineer until the grass is established. M. Obtaining permit from the appropriate water company for connection to fresh water source and delivering water to the point of use and assuming payment of all fees and payment for water used. 2.02 Payment. No separate payment will be made for Clearing and Grubbing. All costs for furnishing all labor, materials,tools, dump fees, and incidentals and doing all the work involved, as specified herein and as directed by the Engineer, shall be included in the prices bid for the various contract items of work SECTION 3 - CONTRACTOR'S RESPONSIBILITIES BEFORE COMMENCEMENT OF THE PROJECT 3.01 General. Due to the nature of this project involving some inconveniences,the Contractor shall respond to all complaints associated with the project that include any alleged damage to private property and/or vehicles,within 24 hours of notification. Failure to comply with this provision will result in an additional penalty of$50.00 per occurrence. The City reserves the right, after 24 hours of notification,to respond to the complaint and repair the alleged damage. TP-5 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 125 of 630 The Contractor shall reimburse the City for all costs involved in addressing the complaint, including any administrative costs incurred by the City. 3.03 "NO PARKING" Signs. The Contractor shall post temporary"NO PARKING" signs at no cost to the City. The"NO PARKING" signs will be in place not less than 24 hours prior to performing the work. 3.04 Payment. No separate payment will be made for Contractor's Responsibilities Before Commencement of the Project. All costs for furnishing all labor,materials,tools, and incidentals and doing all the work involved, as specified herein and as directed by the Engineer, shall be included in the prices bid for the various contract items of work. SECTION 03 10 00 CONCRETE FORMWORK PART 1 - GENERAL 1.01 DESCRIPTION A. Principal work in this Section: 1. Forms for cast-in-place concrete. 2. Shoring, bracing, accessories and form coating. B. Work installed but furnished in other Sections: 1. Inserts, bolts, anchors and other items furnished by other trades for installation in formed concrete. C. Related work: 1. Section 03 30 00—Cast-in-place Concrete 1.02 SUBMITTALS A. General: Submit in accordance with Section 01 33 00 B. Records: Keep an accurate record of the dates of all form removal and furnish copies to the Construction Manager. C. Formwork Shop Drawings: Prepared by or under the supervision of a qualified professional engineer detailing fabrication, assembly, and support of formwork. 1. Shoring and Reshoring: Indicate proposed schedule and sequence of stripping formwork, shoring removal, and installing and removing reshoring. TP-6 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 126 of 630 D. LEED Submittals: 1. Recycled Content(MRc4): a. Submit product data or other published information indicating total weight of product to be provided for the Project, percent of post-consumer recycled material by weight and percent of post-industrial recycled material by weight. Include material costs (excluding costs of installation). b. Include information on Material Tracking Worksheets. 2. Material Source(MRc5): a. Submit product data or other published information verifying the location of manufacturing facility including name, address, and distance between manufacturing facility and the project site.Provide manufacturer's documentation indicating location where the base materials were extracted, mined, quarried,harvested, etc. and the distance between this location and the project site. Also include material costs (excluding costs of installation). E. Include information on Material Tracking Worksheets. 1.03 QUALITY ASSURANCE A. Lumber and plywood shall be grade-marked by a grading agency acceptable to the Building Department. 1.04 HANDLING A. Procedure: In compliance with Section 01 60 00. B. Storage: Store form facing materials above ground on framework or blocking. Protect from moisture and damage. Handle form facing materials to prevent damages which could be transferred to the concrete. PART 2 -PRODUCTS 2.01 MATERIALS A. Forms for exposed concrete surfaces: 1. General: Plywood,metal, metal-framed/plywood-faced, or FRP which will provide continuous, flat, exposed concrete surface with the appropriate texture and appearance as specified on the architectural drawings. Furnish in largest practicable sizes to minimize number of joints and to conform to joint system shown on Drawings,where indicated. I2. Type: TP-7 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 127 of 630 a. For concrete surfaces to be sacked and rubbed: US Product Standard PS-1 'B-B (Concrete Form)Plyform", Class 1,Exterior Grade or better, mill-oiled and edge-sealed,with each piece bearing legible inspection trademark. b. Elsewhere where concrete will remain exposed, with or without a mechanical finish: Overlaid plywood complying with US Product Standard PS-1 'A-C or B-B High Density Overlaid Concrete Form,' Class 1,Exterior Grade or better, mill-oiled and edge-sealed, with each piece bearing legible inspection trademark. B. Forms for concealed concrete surfaces: Plywood, lumber,metal, or other acceptable material. Provide lumber dressed on at least 2 edges and one side for tight fit. C. Form ties and spreaders: 1. Provide cone or snap type ties designed to be completely removed from wall, or to break off and provide minimum 1-1/2 in. coverage over ends of the portion of snap tie remaining in the concrete. 2. Do not use wire ties, wood spreaders, or embedded types in which embedded portion is less than 1-1/2 in. from exterior face of concrete. D. Chamfer strips: Extruded PVC,with 3/4 in. diagonal faces unless otherwise indicated, by The Burke Co., Greenstreak Plastic Products Co., or Sonneborn-Rexnord, Inc., or oiled softwood shapes with the same profile. E. Form coatings: Commercial formulation form-coating compounds that will,not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. F. Prefabricated construction joint keyways: Key-Loc by Form-A-Key Products Div., or Keyed Kold Joint by The Burke Co., complete with all accessories. PART 3 -EXECUTION 3.01 EXAMINATION A. Examine substrate surfaces to receive concrete formwork and associated work and conditions under which work will be installed. Do not proceed until satisfactory conditions have been corrected in a manner complying with the Contract Documents and acceptable to the Installer. Starting of the work within a particular area will be construed as installer's acceptance of surface conditions. 3.02 FORM TYPES A. General: Comply with the applicable provisions of ACI 347, Guide to Formwork for Concrete, and APA Design/Construction Guide, Concrete Forming. TP-8 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 128 of 630 1. The design and construction of forms and shoring is the Contractor's responsibility but shall comply with specified requirements. 2. Form contact surfaces shall be clean,free from dents,holes and other imperfections. 3. Establish and maintain benchmarks mines and controls necessary to achieve specified tolerances. Take an accurate; survey of the form location just prior to concrete pour. B. Earth bank: 1. Except for exterior face of wall footings and grade beams which must be formed, earth banks may be used to form footings and grade beams if the soil is firm, neatly trimmed, and will retain concrete in the required size and shape. 2. The concrete coverage shall be increased as noted on the Drawings when concrete is cast against earth. C. Wood forms: 1. Construct with plywood panels as large as practicable. Where because of their height walls or columns have a horizontal form joints,the horizontal joint shall be aligned throughout the same floor, or area,unless otherwise acceptable to the Construction Manager. 2. Concrete surfaces which will remain exposed in the Work: a. Fill voids, fastener heads, and other imperfections in form contact surfaces with body putty sanded smooth. b. Seal joints between plywood panels flush with compound specifically designed to seal forms, or other approved material to prevent concrete paste leakage. c. Provide sharp, clean comers at form intersecting planes,without visible edges and offsets. Back joints with additional studs or gifts. d. Form recesses and projections with smooth finish materials, and install in forms with sealed joints to prevent displacement. e. Drill holes accurately in forms to fit ties used. Prevent leakage of concrete around tie holes. Do not drive ties through undersized or improperly prepared holes. 3. Kerf backside of wood inserts used for forming keyways,regrets,recesses and similar treatments,to allow wood to swell without spalling concrete, and to assure easy removal. D. Metal forms: TP-9 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 129 of 630 1. Fasten sections of forms tightly and interlock securely. 2. Provide precisely cut openings required by other trades. 3. Cut or drill forms for attaching sleeves or other items to be embedded in concrete. E. Re-use of forms: 1. Form materials may be re-used if they produce finished surfaces equal to finished surfaces where new form materials are used. 2. Before re-use,thoroughly clean, recondition in every respect, suitable for their reuse purpose. F. Tolerances: To obtain cast-in-place concrete not exceeding the tolerances specified in Section 03 30 00, except support form facing material to limit deflection to L/360 between supports for concrete. 3.03 FORM CONSTRUCTION A. Construction: 1. Rigidly support and construct forms to the lines, surfaces and profiles necessary to produce concrete of the design indicated. 2. Construct forms to be removable without prying against concrete. 3. Make forms tight,without cracks or holes, to prevent leakage of mortar or loss of fine particles from concrete. 4. Cover or fill holes that are not used and cracks that have opened-up flush with adjacent surfaces. B. Wales and studs: Of adequate size and spacing to prevent form failure and to obtain concrete within the tolerances specified. C. All formwork shall be cambered as specified on drawings. D. Ties and spreaders: Place ties symmetrically, equally spaced, in plumb and level rows; tie placement in exposed concrete is subject to the Construction Manager's approval. Do not permit wood, other than built-in treated bucks or nailing blocks,to remain permanently in the forms. E. Form contact surfaces: 1. As specified above and as best suited to prevailing conditions; may be constructed of plywood,FRP,plastic, or steel. 2. Block plywood edges which do not occur at bearing points to eliminate joint offsets. TP-10 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 130 of 630 F. Special features: 1. Corners: a. Form exposed corners between beams and columns to produce a square, smooth, solid joint without paste leakage. b. Install chamfer strips in corners of all other forms, unless otherwise indicated. Miter chamfer strip at changes in direction. c. Corners which will be concealed in the Work may be formed either square or chamfered. 2. Reglets,rebates, seats and pockets: Form as indicated or as necessary to receive or engage work of other trades. 3. Openings, chases and recesses: a. Form as indicated or necessary to receive,pass and clear other work. b. Verify sizes and locations with other trades before forming. c. Closely cooperate in locating boxes, cans and sleeves furnished by other trades. G. Form release agent: Thoroughly clean forms and coat with release agent prior to initial use (except when mill-oiled) and before each reuse. 1. Apply form coating in compliance with its manufacturer's printed instructions and coverage rates. 2. Coat steel forms with a non-staining, rust-preventative material. Rust-stained steel formwork is not acceptable. 3. Provide a coating of uniform thickness. Do not allow excess form-coating material to accumulate in forms or to come into contact with in-place concrete against which fresh concrete will be placed. 4. Apply form coating before reinforcement is placed. 3.04 FORM REMOVAL A. Remove forms only after concrete has developed sufficient strength to not be damaged by form removal operation, and to safely sustain its own weight and superimposed loads, as determined by testing field cured concrete cylinders and as scheduled below, but not sooner than specified in ACI 347. 1. Shoring and Reshoring: TP-11 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 131 of 630 a. Be solely responsible for the safety of all construction including the periods during and after the preparation and erection of formwork,placement of concrete, formwork removal, reshoring and removal of reshoring. No act of others shall relieve the Contractor of the sole responsibility for safety. b. General: Formwork, shoring and reshoring shall relate to the structural systems on each floor. Shoring and reshoring must be aligned over and under beams and girders and spreader beams provided where necessary to transfer loads. Shoring for flat slab systems must be aligned over reshores with spreader beams where necessary to transfer loads to reshores. c. General: Do not remove forms or shoring until members have acquired sufficient strength to support their weight and subsequent construction load without deflection exceeding L/360.Remove forms in a manner to maintain the strength and stability of the structure at all times. Determine time of removal per specified minimum removal times in the following table and lengthen as necessary by job conditions,weather, etc. No stripping allowed before concrete has cured sufficiently to prevent spalling, chipping, or other damage due to form removal. Time with Time without Min.percent of Supplementing Supplementing Control Specified 28 day Area Control Cylinders Cylinders Cylinder Strength Beam and column 1 day 2 days 35 percent side forms Wall forms 1 day 2 days 35 percent P-T slab soffit 3 days 7 days 70 percent forms Beam, girder and 14 days 28 days 100 percent flat slab soffit forms B. Take care when removing forms that concrete surfaces are not marred or gouged,that comers are true, sharp and unbroken. Do not pry against concrete when removing forms. C. Cut-off nails flush in concealed concrete surfaces. Cut back tie wires and nails in exposed concrete surfaces at least 1-1/2 in. Remove rod and cone ties and separators or similar devices and pull inward away from finished surfaces. END OF SECTION 03 10 00 TP-12 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 132 of 630 SECTION 03 20 00 CONCRETE REINFORCEMENT PART 1 - GENERAL 1.01 SUMMARY A. Principal work in this Section: 1. Reinforcing steel (rods and mesh) for cast-in-place concrete. 2. Accessories such as chairs and tie wires. B. Related work in other Sections: 1. Section 03 30 00 -Cast-In-Place Concrete. 2. Section 05 30 00—Steel Decking. 3. Section 04 22 20—Concrete Masonry Units 1.02 SUBMITTALS A. Procedure: In compliance with Division 1. B. Shop drawings: Submit for reinforcement deviating from that shown on the Drawings. 1. Submit bar drawings and schedules with the corresponding placing diagrams. Drawings shall be complete for any specific area of Project when submitted. 2. Reinforcing shop fabrication and field placement drawings shall be submitted in an acceptable form,be checked and complete. Reuse of the Contract Documents is not permitted. Each submittal shall be provided at least five weeks in advance of reinforcing delivery to site. 3. Reinforcement shall be detailed based on construction joint locations that have been shown on shop drawings, as reviewed. Construction joints shall be indicated on reinforcing shop drawings. Submit proposed construction joints for review prior to submittal of reinforcing shop drawings. 4. The drawings shall be in such detail as to assure that there will be a minimum, if any, of difficulties in execution of the work in the field. Show layout of reinforcing by mark for each member on plan. For each member or collinear series of members, show side elevation of the member with top,bottom and tie reinforcing and spacing shown. Show cross section of each pertinent location. Show all bar lengths and dimensioned bar bending details for each bar type. The detailed bar listing shall be shown on a member-by-member basis indicating the number of bars of each type etc. Clearly show splicing and placing conditions at each splice area. Detail pilaster verticals with respect to beam, and anchor bolts. Placement diagrams shall clearly indicate locations of beam reinforcing passing through verticals and anchor bolts. Placement diagrams shall clearly show layering of beam reinforcement and slab reinforcement locations relative to beams. TP-13 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 133 of 630 Walls shall be shown in side elevations of each wall face indicating vertical, horizontal and beam reinforcing with sections showing placement. 5. The drawings shall consist of sections,plans and details clearly showing locations, sizes and spacing of all reinforcing steel, supporting bars and accessories. Include particular details at foundation-column intersections showing locations of vertical and horizontal reinforcing. Include detailed schedules and diagrams to indicate bends, sizes and lengths of all reinforcing steel items and clear cover for reinforcing. 6. Floor openings,wall openings,wall recesses and sleeves for all mechanical, plumbing and electrical work shall be coordinated with the respective trades and reinforcing shown on these drawings in accordance with the criteria indicated on the drawings. 7. After review, furnish all copies needed for fabrication and erection, and for the coordination and use of other trades. 8. Be fully responsible for furnishing and installing all materials called for or required by the Contract Documents even though these materials may have been omitted from the reviewed shop drawings or incorrectly indicated thereon. C. Mill reports: Submit copies of mill reports and test data for reinforcing steel sampled and tested, prior to starting this work. D. Proprietary splicing details. E. Mill Certificates: Submit to Architect,three (3) copies of manufacturer's certificates of reinforcing steel mill tests. F. Provide alignment templates at top of pilaster cage to maintain position of vertical bars such that the proper location of beam bars passing through the pilaster and anchor bolts is assured. 1.03 QUALITY ASSURANCE A. Source quality control: Obtain mill reports for all types and sizes of reinforcing steel. 1. Mill reports shall contain the steel source, description,heat number,yield point, ultimate tensile strength, elongation percentage, bend test and chemical analysis. a. If the reports show that material is satisfactory,no tests will be required. b. For foreign steel, testing as specified below will be required by a testing laboratory acceptable to the Architect. c. For foreign steel,testing as specified below will be required by a testing laboratory acceptable to the Architect. 2. Ensure that the material delivered for use is that represented by the mill reports and obtain copies of mill reports, examine them, certify whether the material represented complies with Specifications requirements, and make distribution of reports as required. Report chemical composition of each heat, as determined by ladle analysis. 3. Where materials proposed for use cannot be identified,pay for an approved testing laboratory to make one series of tests (tensile and bend) from each 2.5 tons, or TP-14 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 134 of 630 fraction thereof, of each size and kind of reinforcing steel. Include 2 samples, minimum, of sufficient length to allow tests to be made on the as-rolled bar. 1.04 HANDLING A. Procedure: In compliance with Section 01 60 00. B. Electrode storage: Comply with the combined recommendations of AWS and the electrode manufacturer for storage of electrodes. Do not use electrodes that have been wetted. C. Delivery: Deliver reinforcement to the site bundled,tagged and marked; handle to prevent damage to material. Use metal tags indicating size, length and other markings shown on placement drawings. Maintain tags after bundles are broken. PART 2-PRODUCTS 2.01 MATERIALS A. Reinforcing steel: Use ASTM A615, Grade 60 for gravity elements. Use ASTM A706, Grade 60 for primary reinforcing in moment frame columns, beams and shear wall boundary elements. ASTM A615 may be substituted for A706 if the actual yield strength based on mill tests does not exceed 78,000 psi and the ratio of actual tensile strength to the actual yield strength is not less than 1.25.For welding, conform to specified carbon equivalent or use bars conforming to ASTM A706. B. Reinforcing mesh: ASTM A 185. Provide welded wire fabric in flat sheets,not rolls. C. Welding electrodes for Reinforcing Bars: AWS A5.1 E80XX Series, low hydrogen, having a minimum yield point of 80,000 psi. D. Tie wire: ASTM A 82, 16 gage (minimum) annealed steel wire. E. Supports for reinforcement: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire fabric in place. Use wire-bar-type supports complying with CRSI specifications. 1. For slabs-on-grade, use supports with sand plates or horizontal runners where base material will not support chair legs, or pre-cast concrete block chairs with embedded wire ties. 2. For exposed-to-view concrete surfaces, where legs of supports are in contact with forms,provide supports with legs that are plastic protected (CRSI, Class 1) or stainless steel protected (CRSI, Class 2). 3. Over waterproof membranes and vapor barriers,use pre-cast concrete chairs to prevent puncturing of membrane. 2.02 FABRICATION TP-15 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 135 of 630 A. General: Except as modified by the Drawings and the Specifications, comply with Chapter 7 of CRSI Manual of Standard Practice for fabrication of reinforcing steel. Exposed Sealing Materials: All sealing materials exposed at entrance and storefront perimeter joints in contact with adjacent cladding materials: 2 component silicone,refer to Division 7 Section"Joint Sealants". B. Bending and forming: 1. For slabs-on-grade, use supports with sand plates or horizontal runners where base material will not support chair legs, or pre-cast concrete block chairs with embedded wire ties. 2. Heating reinforcement for bending is prohibited. Do not install bars with unscheduled kinks or bends. 3. Bars larger than#4 shall not be bent once cast in concrete or masonry. C. Tolerances: Comply with ACI 117. PART 3 -EXECUTION 3.01 EXAMINATION A. Examine substrate surfaces to receive concrete reinforcement and associated work and conditions under which work will be installed. Do not proceed until satisfactory conditions have been corrected in a manner complying with the Contract Documents and acceptable to the Installer. Starting of the work within a particular area will be construed as Installer's acceptance of surface conditions. 3.02 PLACING A. Placement inspection: Place reinforcement under the continuous inspection of the Owner's Testing Agency. B. Cleaning: Clean reinforcement of loose mill scale, excessive rust, oil, and other coating that might destroy or reduce its bond before placing it. C. Placing: Comply with the listed reference standards as applicable. 1. ACI 315,Manual of Standard Practice for Detailing Reinforced Concrete Structures. 2. CRSI, Manual of Standard Practice. 3. AWS D1.4, Structural Welding Code -Reinforcing Steel. D. Spacing of reinforcement: Space reinforcement to maintain the proper distance and clearance between parallel bars and between bars and forms. 3.03 WELDING TP-16 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 136 of 630 A. Welding: Comply with the requirements of AWS D1.4. Before welding,determine the weldability of reinforcing bars by laboratory chemical analysis of the steel. Only steel conforming to the chemical requirements specified in AWS D1.4 may be welded. B. Welded splices: Use full penetration butt welds made by the electric-arc method unless indicated otherwise. 1. Use only welders who have passed the AWS standard qualification tests within the previous year. 2. Weld splices shall develop 125% of the specified yield strength of the reinforcing bars, or of the smaller bar in transition splices. 3. Clean bars of oil, grease, dirt and other foreign substances, and flame-dry before welding. 4. Prepare ends of bars in compliance with AWS D1.4. Preheat bars before welding. END OF SECTION 03 20 00 SECTION 03 30 00—CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.01 SUMMARY —' A. Principal work in this Section: 1. Cast-in-place concrete. 2. Concrete floors,walls, curbs, and slabs on grade and over metal decking. B. Work installed but furnished in other Sections: 1. Items to be embedded in concrete. C. Related work in other Sections: 1. Section 03 20 00—Concrete Reinforcement. 2. Section 03 60 00—Grout 3. Section 05 30 00—Steel Decking 1.02 SUBMITTALS 1 A. Procedure: In compliance with Division 1. B. Data: Manufacturers'brochures and technical data for all manufactured products. TP-17 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 137 of 630 C. Certificates: 1. Cement certification. 2. Admixture certification: Include chloride ion content. 3. Batch plant tickets. D. Concrete mix designs for approval: Certified concrete mix designs for initial and any subsequent changes in mix designs. 1.03 QUALITY ASSURANCE A. Mock-up: Before beginning work, cast a sample panel of each type of finish at a location on the site agreed-upon with the Architect. 1. Protect panel until its removal is authorized by the Architect. Make such modifications as necessary to achieve a panel satisfactory to the Architect. 2. Approved panel shall serve as the standard for all remaining work. Remove panel only after completion and acceptance of work. PART 2-PRODUCTS 2.01 MATERIALS A. Portland cement: ASTM C 150, Type II low alkali, typical, Type V for all elements in contact with earth. Do not change source, brand or type of cement without Architect's written approval. B. Fly ash: ASTM C 618, Type C or F. Do not change source, brand or type of fly ash without Architect's written approval. C. Aggregates: Submit pit source and characteristics of each type aggregate to Architect prior to designing mixes. 1. Hardrock aggregates: ASTM C 33 graded so that coarse aggregate nominal size is not larger than 1/5 of the narrowest dimension between form faces; nor 3/4 of the minimum clear spacing between individual reinforcing bars or bundles of bars, whichever is less, but never greater than 3 inch in any dimension for slabs 4 inches thick or less; 1-1/2 inches at all other locations. 2. Lightweight structural concrete: Mixed of Portland cement, sand, coarse lightweight aggregates, an air-entraining admixture and water. Testing laboratory shall design lightweight structural concrete in accordance with ACI 211.2 for 28-day compressive strengths required by Drawings or specified herein, with weight not exceeding 110 lbs. per cubic foot air dry. Trial batch strengths shall be l as specified above. Lightweight structural concrete shall meet the drying shrinkage requirements specified. D. Admixtures: 1. May be used only with the Architect and the Building Department approval. TP-18 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 138 of 630 2. Submit manufacturer's data for products proposed for use to the Architect in compliance with the requirements of Section 01334. E. Water: Fresh, clean,potable, and free of oil and other materials injurious to concrete. F. Structural adhesive: ASTM C 881,2-component material suitable for use on dry or damp surfaces. Provide material"Type", "Grade", and "Class"to suit project require- ments. 1. Rezi-Weld 1000 by WR Meadows. 2. Thiopoxy by WR Grace. 3. Sikadur Hi-Mod by Sika Chemical Corp. 4. Patch and Bond Epoxy by The Burke Co. G. Sealer: One of the following. 1. Cure-Hard by WR Meadows (sodium silicate). 2. Ashford Formula by Curecrete Chemical Co. (sodium silicate): 3. Lapidolith by Sonnebom(magnesium or zinc fluosilicate). 4. Chem Hard(magnesium fluosilicate),Fluohard(magnesium fluosilicate)or Seal Hard(siliconate/sodium silicate)by L&M Construction Chemicals,Inc. 5. Saniseal 50 by Master Builders Co. (magnesium or zinc fluosilicate). H. Curing compound: 1. Liquid membrane-forming compound complying with ASTM C 309, Type I (1D), Class B, guaranteed not to affect the appearance of the concrete surfaces, and the bond, adhesion,or effectiveness of finishes and surface treatment specified herein to be applied to concrete. 2. Curing compound used on exposed concrete surfaces shall be non-discoloring,fast drying and shall be conclusively demonstrated not to darken or yellow with age. 3. Curing compound for use on concrete floors to receive adhered covering shall be specially formulated for such use and shall be certified by the manufacturer not to inhibit the bonding qualities of flooring adhesives. I. Dry-pack and grout: One of the following with minimum of 7,000 psi compressive strength at 28 days: I iy 1. Masterflow 713 by Master Builders. 2. Five Star Grout by US Grout Corp. 3. Approved equal. J. Expansion joint materials: 1. Joint filler: Use in combination with plastic joint cap made by Greenstreak, Quaker Plastic Corp., WR Meadows, or equal. } a. Homex Expansion Joint by Homasote Co., or equal non-bituminous product compatible with sealant specified in Section 07920. b. Sealtight self-expanding cork by WR Meadows, or equal compatible with sealant specified in Section 07920. TP-19 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 139 of 630 2. Joint sealant and back-up rod: As specified in Section 07920. J K. Curing paper: Orange Label Sisalkraft by Fortifiber Corp., or equal. L. Water stop: One of the following. 1. Waterstop-Rx by Cetco. 2. Waterstop-Plus by Intercontinental Chemical and Equipment,Inc. (Waterstop-Plus is extruded from a cartridge sealant.) 3. Bluestop by Vinyltex Corp. 2.02 SOURCE QUALITY CONTROL A. Employ a testing laboratory, acceptable to the Owner and Architect,to test the materials for conformance with these Specifications before concrete mixes are established and when source is changed, unless recent test results of materials to be used on the Project, performed by an acceptable testing laboratory, are accepted by the Architect. B. Testing coarse aggregates: 1. Test aggregates before and after concrete mix is established and whenever the character source of material is changed, but not less than one test for each 500 cubic yards. 2. Perform a sieve analysis to determine conformity with limits of gradation. Perform sampling and testing according to ASTM C 33, and as follows: a. Sampling of aggregates: ASTM D 75. Take samples of aggregates at source of supply, or if source of supply has been approved, from storage bunkers at ready-mixed concrete plant. b. Testing of aggregates shall include: 1) Sieve analysis: ASTM C 136. 2) Organic impurities: ASTM C 40. Fine aggregate shall develop a color not darker than the referenced standard color. 3) Soundness: ASTM C 88. Loss after 5 cycles not over 8%for coarse aggregate, nor 10%for fine aggregate. 4) Abrasion: ASTM C 131. Weight loss not over 10-1/2% after 100 revolutions, nor 42% after 500 revolutions. 5) Deleterious materials: ASTM C 33. 6) Materials passing No. 200 sieve: ASTM C 117,not over 1%for gravel, 1.5%for crushed aggregate per ASTM C 33. 7) Reactive materials: ASTM C 289. Aggregates shall indicate no potential deleterious reactivity. 8) Definitions: ASTM C 125. 3. Cement test: a. The cement mill laboratory will be acceptable as testing laboratory for this purpose when approved by the Building Department. Submit evidence to TP-20 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 140 of 630 show that the cement mill laboratory is qualified to perform tests. The laboratory shall make tests for every 500 barrels or fraction thereof of cement used, in compliance with ASTM C 150. b. Make tensile strength test at 7 days. Tag the cement for identification at the location of sampling. A representative of the Testing Agency shall certify that materials being used are taken from the lots sampled and tested for this report. 2.03 CONCRETE MIXES A. Prepare design mixes for each type and strength of concrete determined by either laboratory trial mix or field test data bases, as follows: 1. Proportion normal-weight concrete according to ACI 211.1 and ACI 301. 2. Proportion lightweight structural concrete according to ACI 211.2 and ACI 301. B. Use a qualified independent testing agency for preparing and reporting proposed mix designs for the laboratory trial mix basis. 1. Requirements of Mix designer: a. List design mixes required, stating where each applies, and identified as follows: 1) "(3-57 AR Col)"which interpreted means 3000 psi, Size 57 agg., air-entrained retarder used for columns. b. Design concrete mixes subject to controls specified under Paragraph, "Proportioning", including adjustments for seasonality. c. Verify adequacy of design mix for compressive strength in accordance with ACI 301,Method 1 or Method 2 as hereinafter modified. 1) Method 1: Make and test compressive test cylinders in accordance with appropriate ASTM procedures to substantiate an average compressive strength as specified in Paragraph, "Proportioning". 2) Method 2: Appropriate field test data for concrete made with the same ingredients may be used. Thirty (30) or more consecutive strength test results of mixes with same materials and proportions used in similar construction and climatic conditions within past year shall be used to iW indicate performance in accordance with specification. Required average compressive strength shall be specified in Paragraph, "Proportioning". d. Adjust mix designs that prove unsatisfactory in use, subject to Architects review. Concrete that does not consistently exhibit specified control characteristics shall be considered unsatisfactory. All work constructed with such concrete shall be removed and replace by Contractor. 2. Submit for Architects Review. TP-21 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 141 of 630 a. List of mixes. , b. Mix Proportions. c. Proposed adjustments for seasonality. d. Test results and/or mill certificates showing that mix proportions and materials comply with performance characteristics specified. e. A concrete mix design submittal shall include the proposed mix components and quantities,material sources, aggregate gradations,manufacturer's data sheets for admixtures, etc. As well as actual strength and slump data for trial mix or historical data statistically summarized. Relative to semi-lightweight concrete also include splitting strength, modulus, shrinkage unit weight and I other information as well as identify if the materials are vacuum saturated or not and the supplies description of their product. The mix sheet shall clearly indicate location of use, a pumped or place mix, and other conditions of proposed usage. C. Proportioning: 1. Structural Concrete: a. Water reducing(plasticizing) admixture required. I b. Trial Mix: Determine average compression strength by ACI 301,Method 1 with minimum of 15%greater than specified f c or by Method 2 where average strength exceeds specified strength f by at least: I c. 400 psi if standard deviation is less than 300 psi. d. 530 psi if standard deviation is 300 psi to 400 psi. e. 690 psi if standard deviation is less that 400 psi to 500 psi. f. 898 psi if standard deviation is less that 500 psi to 600 psi. g. 1131 psi if standard deviation is less than 600 psi to 700 psi. 2. Minimum Cement Content: (94 pounds per bag) a. 3000 psi concrete: 5 bags per cubic yard. Maximum water 6.3 gallons per bag. b. 4000 psi concrete: 5 3/4 bags per cubic yard. Maximum water 5.5 gallons per bag. c. Pumped concrete: Increase minimum cement content as required to maintain equivalent water/cement ratios to those required for strengths of non-pumped concrete. d. Maximum Water/Cementitious material ratio is 0.50 unless noted otherwise in project plans. 3. Exterior Exposed Concrete: a. Air entrainment and water reducing admixtures as required. Do not add air entrainment agents to concrete to be abrasive blasted. b. Minimum Cement: 5 1/2 bags per cubic yard. c. Maximum Water: 5 1/2 gallons per bag. 4. Semi Lightweight Structural Concrete: TP-22 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 142 of 630 a. Dry Weight: 110 pounds per cubic foot b. Splitting Tensile Strength: When tested in accordance with ASTM C496, minimum as follows for given compressive strength. c. Modulus of Elasticity: Minimum 2,400,000 pounds per square inch(secant modulus at 0.3 f c). d. Cement Factor and Water-Cement Ratio: Base on degree of saturation and absorption characteristics of lightweight aggregates stockpiled for use. e. Shrinkage Compensated Cement: May be used to control drying shrinkage if acceptable to Architect. f. Natural Sand: ASTM C33 Substitute for lightweight fines. 5. Pumped Concrete: a. Aggregates: 1) Maximum Size: One-third maximum opening in either pump or pipeline,whichever is smaller. 2) Grading: As close as possible to middle of ASTM C33; for normal weight concrete and ASTM C330 for semi lightweight concrete grading range. 3) Fine Aggregate Fineness Modulus (FM): 2.4 to 3.0 with 15 to 30 percent passing number 50 sieve and 5 to 10 percent passing number 100 sieve. 4) Daily Variation in Fineness Modulus (FM): 0.20 from value used in selecting proportion. 5) Lightweight Aggregate Moisture Content: At lease equal to 24-hour absorption percentage when tested in accordance with ASTM C127. b. Admixtures: 1) Pumping Aids: As required to produce pumpable mix with sufficient strength. 2) Accelerators: Do not use with pumped concrete. D. Concrete shrinkage test: 1. Before placing any concrete slabs or exposed concrete above grade,prepare a trial batch of the mix design, using the same aggregates, cement and admixtures (if any) proposed for use on the Project. Prepare at least 3 specimens for determining the "drying shrinkage" of each mix design including structural semi-lightweight concrete. 2. The "drying shrinkage" specimens shall be 4"x 4"x 11"prisms, made, cured, dried and measured as specified in ASTM C 157. Measure and report separately for 7, 14, 21 and 28 days of drying, after 7 days of moist curing. The effective gauge length of the specimens shall be 10". 3. The average "drying shrinkage" of the test specimens after 28 days of drying shall not exceed 0.045%unless noted otherwise in the drawings. E. Submit reports showing results of sieve analysis, mix design and results of compression tests. TP-23 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addison,Project No:31019 Document Control Page 143 of 630 1. Make test specimens from not less than 3 batches of each design mix. 2. The trial batch strength for each mix shall exceed indicated Pc by 25% or a lesser amount based on standard deviations of strength test records according to ACI 318. 3. Do not start concrete production until mixes have been reviewed and are acceptable to the Architect. F. Concrete mixing: 1. Mixing and delivery shall comply with ASTM C 94,these Specifications, and Building Code requirements. 2. The Owner's Testing Agency will perform check sieve analysis of the aggregates being used, check compliance with mix design and the cement being used against mix design; check that water has been removed from the drum before adding mix ingredients for the following load and shall witness the loading of mixing trucks. The Owner's Testing Agency will send a written report of each inspection to Architect indicating compliance with these Specifications. 3. In addition to the requirements of ASTM C 94 section 16.1,provide the following information on delivery tickets signed by an authorized representative of the batching plant with each mixer truck of concrete delivered to the site. a. Type and brand of cement. b. Cement content per cu. yd. of concrete. c. Maximum size of aggregate. d. Total water content expressed as water/cement ratio. e. Time batched. 4. Deliver batch tickets to Inspector at the site when concrete is delivered. 5. Maintain equipment in proper operating condition,with drums cleaned before charging each batch. Schedule rates of delivery in order to prevent delay of placing the concrete after mixing, or holding dry-mixed materials too long in the mixer before the addition of water and admixtures. 6. Remove all materials, including water remaining in the ready-mix truck drum, completely before ingredients for the following loads are introduced in the drum. 7. Do not use concrete that has not been placed 30 minutes after leaving the mixer, or concrete that is not placed within 60 minutes after water is introduced into the mix. 2.4 VAPOR BARRIER A. Per Division 3 Section"Vapor Barriers". PART 3 -EXECUTION 3.01 EXAMINATION A. Examine substrate surfaces to receive cast in place concrete and associated work and conditions under which work will be installed. Do not proceed until satisfactory conditions have been corrected in a manner complying with the Contract Documents TP-24 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 144 of 630 and acceptable to the Installer. Starting of the work within a particular area will be construed as Installer's acceptance of surface conditions. 3.02 GENERAL A. Applicable provisions of the following American Concrete Institute publications govern the work of this Section. 1. ACI 301, Specifications for Structural Concrete for Buildings. 2. ACI 302, Guide for Concrete Floor and Slab Construction. 3. ACI 304, Guide for Measuring,Mixing, Transporting and Placing Concrete. 4. ACI 304.2,Placing Concrete by Pumping Methods. 5. ACI 305,Hot Weather Concreting. 6. ACI 306, Cold Weather Concreting. 7. ACI 308, Standard Practice for Curing Concrete. 8. ACI 117, Concrete Tolerances 3.03 PHASING A. Allow sufficient time in the construction schedule for appropriate slab drying, in accordance with the finish manufacturer's recommendations,for slabs to receive a deferred finish that is moisture sensitive. 3.04 PREPARATION A. Inspect excavations, subgrades and formwork, as applicable for each placing operation, for accuracy of lines, levels, elevations and dimensions. B. Inspect placement of reinforcement and accessories for proper position, sizes, clearances, fastenings, laps and splices. C. Moisten, do not saturate, earth subgrade and bearing surfaces. Do not place concrete on muddy subgrade. D. Wet wood forms thoroughly when they are not treated with form release agent. Wet other materials sufficiently to reduce suction and maintain concrete workability. E. Grade sand covering the vapor barrier to provide a layer of uniform thickness. Wet so that concrete is placed on damp sand. F. Verify that steel decking joints are sealed and that there are no openings or voids that will permit concrete leakage. G. Place items to be embedded in concrete, including but not limited to, conduits, sleeves, nailers, anchors and rough hardware,built into concrete as indicated or required. 1. Do not embed piping and conduits unless approved by the Architect, and as indicated on the Drawings. 2. Embed bolts, inserts and other items in the concrete. Secure accurately so that they are not displaced during concrete placing, compacting and finishing operations. Wire tie,nail or bolt embeds securely to forms. TP-25 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 145 of 630 3. Set embedded bolts for materials and equipment attached to concrete to template, layouts and shop drawings. Verify size, length and location of electrical conduits with respect to equipment supports. 4. Fill voids in sleeves, inserts and anchor slots temporarily with readily removable material to prevent entry of concrete in the voids. 5. Install expansion joint fillers where indicated, and as required to isolate concrete slabs-on-grade from other building elements such as walls and equipment pads. Cover filler with plastic joint cap and leave in place until ready to receive sealant. 6. Install the water stop in all construction joints below grade, and elsewhere as indicated. a. Place water stop in a continuous ribbon on the exterior face of the outermost dowel line. Keep a concrete cover of 2 inches,minimum. b. When using Waterstop-Rx, butt ends of water stop and nail to concrete to avoid displacement during concrete placing and consolidation. H. Do not proceed with placement of concrete until all conditions are satisfactory. I. Install vapor barrier where called for on the drawings under interior slabs on grade. Lap joints minimum 6 inches and seal. Do not disturb or damage vapor barrier while placing concrete. Repair damaged vapor barrier. 3.05 CONVEYING A. Rapid handling: Transport concrete from the mixer to location of placing as rapidly as practical to avoid separation or loss of ingredients. B. Transporting methods: Use pipes, cranes, carts, buggies or other approved means to deliver concrete to final locations. Do not use delivery systems (pipe, chutes, etc.) formed of aluminum for transporting concrete. C. Free fall: 1. As dictated by job conditions at each location, but not more than 4 ft. where concrete will be exposed in the work and 6 ft. at all other locations. ' 2. Avoid large concentration of concrete in one location that would produce unacceptable deflection in supporting formwork or steel decking. D. Concrete flow: 1. Keep surface of concrete level during placing with a minimum of concrete allowed to flow from one position to another. 2. Carry concrete up uniformly for the length of walls being placed to reduce lateral flow of concrete to 5 feet,maximum. E. Runways: Construct substantial runways and scaffolding to avoid movement and vibration in the forms and reinforcing steel as a result of transporting and placing concrete. I 3.06 PLACING TP-26 ' I City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 146 of 630 A. General: Comply with ACI 304. Do not place concrete in or under water. B. Consolidation: Thoroughly consolidate concrete and work it around reinforcement and embedded items and into corners and angles of forms,by spading,rodding and tamping to exclude rock pockets, air bubbles and "honeycombs" and to obtain required density and strength. C. Internal vibration: 1. Use mechanical vibrators to consolidate each layer with that previously placed,to completely embed reinforcement and fixtures, and to bring fine materials to the faces and top surfaces to produce the proper finish. 2. Assign at least one workman at each location where concrete is being placed to vibrate and consolidate the concrete in forms. Take care to avoid over-vibration causing separation of ingredients. Keep extra standby vibrator at the site. 3. Do not use vibrator to move concrete. D. Flow of concrete: 1. Keep surface of concrete level during placing,with a minimum of concrete allowed to flow from one position to another. 2. Place concrete in a continuous operation until each section or panel has been completed. E. Record: Keep records showing location, date and time of placement and quantity of all concrete placed on the Project. F. Floor slabs: Shape slabs to the levels, slopes and elevations indicated and accurately pitch or grade to drainage fittings and fixtures installed in them. Where indicated, depress slabs to receive other finishes. G. Wall supported elements: 1. Under normal weather conditions,wait at least 2 hours after depositing concrete in walls and columns before placing concrete in supported floors. 2. Consider beams, girders, capitals and brackets as part of the floor systems. H. Temperature: Do not place concrete when the temperatures of the materials in contact with the concrete,the concrete temperature, and the ambient temperature exceed the ranges recommended in ACI 305 and 306, or if it is likely to exceed these temperature before the concrete has taken its initial set,unless special precautions recommended by ACI 305 and 306 are provided. I. Construction joints: 1. Location: Locate joints to least impair the strength and appearance of the structure. Obtain the Architect's approval of all construction joint locations before casting concrete. In general construction joints shall be located as follows,unless otherwise indicated on the Drawings: a. In walls locate at the underside of floors or slabs, and at the top of footings or floor slabs. TP-27 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 147 of 630 b. In slabs-on-grade locate joints where shown on the Drawings; offset not less than 5 feet, with a minimum of 2 offsets. Allow proper time lapse in placing of floor sections adjoining prior placings. c. In all cases make construction joints perpendicular to the main reinforcement. Continue reinforcement across joints, unless otherwise indicated. 2. Provide keyways at least 1 '/2 inches deep in construction joints in slabs, and between walls and footings etc. without exception; use prefabricated bulkheads for slabs. 3. Keep exposed face of construction joints continuously moist from time of initial set until subsequent placing of concrete against them, but not to exceed the curing period. When not damp,wet(do not saturate)the contact surface of joints for a minimum of 24 hours before placing adjoining concrete. a. Before placing adjoining concrete, clean contact surfaces to remove all laitance, loosened particles of aggregate or damaged concrete, and expose sound, coarse aggregates solidly embedded in the matrix. b. To achieve the above,the contact surface may be washed with clean water under pressure (jet blast),may be sandblasted, or in areas which will be concealed from view when the building is completed an approved structural adhesive may be used on clean, structurally sound concrete. Remove wash water entirely from surface. c. If a contact surface becomes coated with foreign materials of any nature after being cleaned, clean again to suitable condition. J. Tolerances: In compliance with ACI 117 with the following clarifications and as specified by the Architect for exposed concrete surfaces. 1. Paragraph 4.5.4, Class A(1/8 in.) for offset in formwork. 2. Paragraph 4.5.7, "Flat" 3/16 in. in 10 ft. for slabs. 3. Unless more stringent requirements are specified for architecturally exposed surfaces provide concrete placement and finish as required to achieve tolerances as follows: a. Slab on grade: FF=35, FL=25, with minimum local values FF=20,FL=15 b. Raised Slab or Slab on metal deck: 3/16in. in loft. 3.07 FINISHING A. Formed concrete surfaces: 1. General: a. Remove fins, laitance and loose materials from concrete surfaces when forms are removed. b. Repair honeycombs,rock pockets, sand runs, spalls and other damaged surfaces by removing the damaged or unsatisfactory area to sound concrete, with slightly undercut edges, and filling-in with the same mix as the adjacent concrete minus the coarse aggregate. All proposed repair procedures shall be mocked up and approved by the Architect prior to field application. TP-28 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 148 of 630 c. Fill-in tie holes with the same mix as the adjacent concrete minus the coarse aggregate. d. Tamp and float, or trowel patches flush with adjacent surface and to match adjacent concrete texture. 2. Exposed walls: Patch as specified above,rub with carborundum stones, fill imperfections with a cement paste,then sack and rub to produce uniformly smooth surfaces. 3. Related unformed surfaces: Strike top of walls,horizontal offsets and similar unformed surfaces occurring adjacent to formed surfaces, after concrete is placed, and float to a texture reasonably consistent with that of adjacent formed surfaces. Continue final treatment on formed surfaces uniformly across unformed surfaces. B. Top of grade beams, footings and pile caps: Screed to elevations indicated. C. Slabs: 1. Protection: a. Protect work of other trades from damage by covering it with heavy kraft paper securely taped in place. Leave protection in place as long as its need exists. b. Control the use of water and other contaminants within the building so that no damage to previously installed work or existing structure and fmish occurs. 2. Compacting and floating: - a. Bring slabs to proper elevations and strike off with a straightedge. Remove excess water and laitance. 1) Compact and consolidate to embed coarse aggregates. 2) Float and test surfaces with a 10 ft. straightedge and eliminate high and low spots to comply with tolerances specified. 3) From this point,use the methods and tools necessary to produce surface tolerances and finishes specified. I i b. Use screeds of type and spacing required to produce specified slab tolerances. li D. Screeding: At concrete for floors to be placed over steel deck. 1. The steel angle closure at metal deck edges is not intended to serve as a screed. 2. Use adjustable screeds at all screeded points and adjust to compensate for existing deflection and for deflection of deck and beams occurring during concreting operations. 3. Continuously monitor screeds and floors during concrete placement and finishing and adjust concrete floor thickness as required to obtain level floors. E. Moisture control: In addition to other finishing requirements,use a water fog spray to reduce plastic shrinkage cracks during flatwork finishing operations when conditions of low humidity and/or high temperature exist. TP-29 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 149 of 630 1. Immediately after concrete has been brought to a flat surface and the shiny film of moisture disappears, restore it and maintain until final troweling by applying a light film of moisture with an atomizing type fog sprayer. 2. Use frequent light applications of moisture rather than excessive amounts at any one time. Adjust the amount and frequency of fog spray as required by variable conditions of weather,wind,temperature and humidity. F. General requirements: 1. Finish surfaces to produce a uniform appearance throughout area involved and throughout adjacent areas with the same treatment. 2. Where concrete finishing occurs adjacent to finished metal and similar surfaces, particularly where serrated or indented surfaces occur, remove all traces of cement film before allowing concrete to harden. G. Schedule of finishes: 1. Scratch(or raked) finish: a. Apply to monolithic slabs to receive adhered and bonded concrete floor topping,mortar setting beds for tile and stone paving, and other cementitious finish flooring material. b. After placing slabs,plane the surface to a tolerance not exceeding 1/4 in. in 2 ft.when tested with a 2 ft. straightedge. Slope surfaces uniformly to drains where required. After leveling,roughen the surface before the final set with stiff brushes, brooms or rakes. 2. Float all other monolithic slab surfaces unless otherwise specified. a. After placing concrete slabs, do not work the surface further until ready for floating. b. Begin floating when the surface water has disappeared or when the concrete has stiffened sufficiently to permit the operation of power-driven float, or both. c. Consolidate the surface with power-driven floats, or by hand-floating if area is small or inaccessible to power units. d. Float surfaces to receive roofing and bituminous waterproofing to produce a uniform texture and finish throughout acceptable to the roofing and waterproofing subcontractors. 3. Steel trowel surfaces to receive elastomeric coating, ceramic tile, carpeting, resilient flooring, other thin floor coverings, and concrete slabs which have no other specified finish,to a hard, dense, burnished surface. a. Consolidate the concrete surface by final hand troweling operation, free of trowel marks, uniform in texture and appearance, and with surface plane tolerance specified. Grind smooth surface defects that would telegraph through applied floor covering system. TP-30 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 150 of 630 ' b. After steel troweling,texture surfaces to be tiled and slabs to receive elastomeric coating with a fiber broom to provide a mechanical bond with the ' mortar, or omit the burnishing. These slabs must be approved by the subcontractors installing the tiles and the elastomeric coatings as satisfactory to receive their work. ' 4. Finish walk slabs with a medium broom finish,with tooled edges, as approved by the Architect on a 4 ft. square sample panel to be provided by the Contractor where directed at the site. Draw broom against a straightedge at right angle to ' the direction of traffic. H. Markings: 1. At expansion joints and elsewhere as indicated,mark slabs with a 1/4 in. radiused edging or marking tool.In textured work edge and mark slabs, after texturing, ' with a combination edging/smoothing tool approximately 1-1/2 in.wide. 2. Where saw cutting is indicated,time this operation so that it is performed as soon as concrete has hardened sufficiently to prevent aggregates being dislodged by the saw, but before shrinkage stresses have developed sufficiently to produce ' cracking. 3. Make marking lines straight,or curved as indicated, equally spaced and parallel to adjacent lines and/or walls, edges and other construction, and of uniform depth ' and cross section,with intersections accurately formed. I. Curbs: Immediately after removing forms,finish faces and top with a steel trowel. 3.08 CURING A. Formed concrete: 1. Wet the tops and exposed portions of formed concrete and keep moist until forms ' are removed. 2. If forms are removed before 14 days after concrete is cast, coat concrete with curing compound as specified for flatwork below. B. Concrete flatwork: 1. After finishing, spray the specified curing compound uniformly in a minimum of 2 coats at 90 degrees to each other at 3 times the minimum coverage rates recommended by the manufacturer. ' a. Inspect treated surfaces daily for 14 days for evidence of drying. b. Re-wet the surfaces and apply a new application of curing compound, if premature drying occurs, as soon as can be done after finishing without marring the surfaces. 2. All interior floors not scheduled to receive a deferred finish shall receive the sealer applied in compliance with its manufacturer's printed instructions. Remove sealer residue after curing period is completed. TP-3 1 I City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 151 of 630 3.09 MISCELLANEOUS CONCRETE WORK A. Provide all other concrete work indicated or required to complete the Work, even though not specifically specified, including the following. B. Grouting and dry-packing: Comply with the grout manufacturer printed instructions and the following. 1. Mix material with sufficient water so it flows under its own weight for grout, and to just moisten and bind the material together for dry-pack. 2. Place dry-pack by forcing and rodding to fill all voids and provide complete bearing under plates. Place fluid grout from one side only and puddle to completely fill voids; do not remove dams or forms until grout attains initial set. Finish exposed surfaces smooth and damp cure at least 3 days. C. Equipment bases and foundations: 1. Provide machine, and equipment bases and foundations where indicated on Drawings. 2. Set anchor bolts for machines and equipment to template at correct elevations, complying with diagrams or templates of the manufacturer furnishing the machines and equipment. D. Pits,trenches, curbs, integrally-cast equipment pads and other miscellaneous concrete work: Construct to the profiles and dimensions indicated. E. Waterproof membranes: 1. Perform work over waterproof membranes to prevent damage to the membranes. 2. Schedule this work to reduce to a practical minimum the period when the installed membrane is left without protection. 3. Prior to placing concrete, inspect the membrane and repair damage that may have occurred. 3.10 PROTECTING/CLEANING A. Take suitable precautions in compliance with applicable ACI requirements to secure satisfactory concrete in either hot or cold weather. B. Restrict construction vehicular traffic on slabs-on-grade to prevent damage and staining. C. Protect concrete to prevent damage and staining. D. Protect work of other trades from damage by work of this Section with heavy kraft paper securely taped in place. E. Upon completion, wash and clean exposed concrete and leave free of oil, paint, plaster and foreign substances, ready to receive applied finishes or to be left exposed. 3.11 DEFECTIVE CONCRETE A. Concrete which does not meet the requirements of the Contract Documents will be deemed defective. TP-32 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 152 of 630 B. Remove defective concrete as directed by Architect and replace with concrete meeting the requirements of the Contract Documents, at no additional cost to the Owner. 3.12 FIELD QUALITY CONTROL A. Concrete quality control: The following will be performed by the Owner's Testing Agency. 1. Samples will be taken during progress of the work to determine slump, compression strength, aggregate sieve analysis, and grout-mix tests, with assistance furnished by the Contractor. 2. 4 cylinders will be made for each day's pour or for each 100 cu.yds. or once for each 4,000 sq. ft. of surface area,whichever is less, for each type of concrete being cast. 3. 1 cylinder will be tested at 7 days, and 2 cylinders at 28 days. The remaining cylinder will be kept in reserve in case tests are unsatisfactory. 4. Samples will be made in compliance with ASTM C 172. 5. Specimens will be made and laboratory cured in compliance with ASTM C 31. 6. The 28-day values will be the criteria for acceptance of concrete regarding strength only. a. 7-day tests may be regarded as indicative of compliance or non-compliance with the 28-day strength requirements, and the Contractor should be guided accordingly in matter of adjusting proportions, if necessary, and notify the Architect. b. 7-day tests shall also be a guide to the Contractor regarding time for form removal. 7. Slump tests will be made for each set of tests cylinders in compliance with ASTM C 143. B. Tests evaluation: 1. Concrete cylinder test will be evaluated in compliance with ACI 214 and 318. 2. If 28-day test results indicate that concrete strength is not as specified, core concrete as directed by the Architect in compliance with ASTM C 42. 3. In the event that additional core tests do not show strength required, or as determined by load tests made in compliance with ACI 318,the defective concrete shall be removed and replaced, or shall be reinforced as directed by the Architect, at the Contractor's expense. 4. If core tests results fall below design strength specified, adjust the concrete mix or water content for future batches, at no additional cost to the Owner. C. Concrete floors shall be tested for flatness & levelness per ACI 117 in the allotted time, by the contractor. Test results are to be sent to the architect& engineer. Floors are to be "Very Flat",U.N.O. END OF SECTION TP-33 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 153 of 630 SECTION 03 73 00 CONCRETE EPDXY ADHESIVE INJECTION PART 1 - GENERAL 1.1 SCOPE A. For Cracks up to 1/4". 1. Requirements of the general conditions, supplementary general conditions and division 1 apply to work of this section. 2. Furnish all labor,materials, services equipment and appliance required to perform all work to complete the contract, including but not limited to,these major items: 3. Injection of concrete members with liquid epoxy adhesive in walls and architectural concrete members. Cracks that are at least .030 inches wide are to be epoxied. 4. All work shall conform to current standards for historical restoration. B. RELATED WORK 1. Tests and inspections. 2. Repair of concrete and concrete finishes. 1.2 QUALITY ASSURANCE 1.01 A.Manufacturer qualifications: Provide epoxy injection system, which is the product of a manufacturer whose complete system has been approved by the architect. The manufacturer shall have a system that has been used for epoxy injection projects similar in nature for a minimum of fifteen (15)years. Pay all fees and obtain approval for material prior to commencing work. 1.02 B. Sub-contractor qualifications: The epoxy injection sub-contractor will have successfully performed previous installations similar in nature to the one involved in this contract. The epoxy injection sub-contractor shall have a minimum of the (5)years experience with epoxy injection work and shall be a trained and recommended applicator of the epoxy injection material manufacturer. TP-34 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 154 of 630 C. Qualifications of epoxy injection field superintendent: All work in the field shall be performed under the immediate control of a foreman or superintendent experienced in this type of work. This person shall exercise close check and rigid control of all operations as necessary for full compliance with all requirements. D. Worker's qualifications: Contractors/Subcontractors workers in the epoxy injection process shall have completed a program of instruction in the methods of restoring concrete structures, utilizing the specific epoxy injection process indicated. The curriculum shall include theory in the nature and causes of cracking in concrete, methods of permanently repairing damaged concrete structures,he technical aspects of correct material selection and use, and the operation, maintenance and trouble shooting of equipment. 1.4 TESTING AND INSPECTION A. Material Tests: Owner's testing laboratory will provide all material tests as required by architect and as specified herein. Owner will pay for any costs of testing. B. Inspections: If necessary, owner will arrange and pay for the services of registered deputy building inspector for continuous inspections of all epoxy injection work. Inspector will be continuously present during the epoxy injection operations, and will make written reports to engineer, and certifications to architect as to compliance with building code requirements and contract drawings and specifications. C. Field Quality Control: 1. Core Testing to verify penetration and strength. (Note: It is imperative that no rebar or tendons be cut. It may be necessary to use a pachometer to locate existing reinforcing). 2. Initial Cores: The contractors/subcontractor shall obtain one (1) 2"diameter initial core sample for each 100 lineal foot of crack repaired or as directed by the architect. 3. The cores shall be adequate in diameter to intersect the crack to the full depth of core and taken from locations as directed by the architect. D. Methods of Testing Initial Cores 1. Penetration: Visual Examination TP-35 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 155 of 630 2. Bond Strength Compression Test: ASTM C 39 E. Test Requirements: 1. Penetration: A minimum of 90 percent of the crack shall be full of epoxy adhesive. 2. Bond Strength/Compression Test: concrete failure before adhesive failure, or 5,000 PSI with no failure either concrete or adhesive. 3. Evaluation and Acceptance of Tests: If the initial cores conform to the requirements of C.2 "Penetration"and "Bond Strength", epoxy adhesive injection work at the area represented by the cores shall be accepted. 4. If the initial cores do not conform to the requirements of C.2 "Penetration"above, the work shall not proceed further until the area represented by the cores is re-injected and retested for acceptance. 5. After rework of areas represented by failed initial cores is complete, the contractor shall obtain verifying cores,the number and location to be determined by the engineer. Verifying cores shall be tested in accordance with paragraph C.2 and C.3 for compliance. 6. If cores do not conform to the requirements for C.2 "Bond Strength" above, the work shall be re-injected. 7. After rework of areas represented by failed cores is complete, the contractor shall obtain verifying cores,the number and location to be determined by the engineer. Verifying cores shall be tested in accordance with paragraph C.2 and C.3 for compliance. F. Payment for core testing: 1. Testing of initial core samples which have been taken by the contractor will be performed by the owner's representative at the owner's expense. 2. Additional cores, called verification cores, required as indicated in paragraph C.4 (rework)herein,will be tested by the owner at the contractor's expense in accordance with the established fee schedule. G. Pressure Test of Injection Equipment: TP-36 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 156 of 630 1. Method: The mixing head of the injection equipment shall be disconnected and tow adhesive component delivery lines shall be attached to the pressure check device. The pressure check device shall consist of two independent valved nozzles capable of controlling back pressure by opening or closing valve. There shall be a pressure gauge capable of sensing the pressure build up behind each valve. The valves in the pressure check device shall be closed and the equipment - operated until the gauge pressure on each line reads 160. The pumps shall be stopped and the gauge pressure shall not drop below 150 PSI within 2 minutes. 2. Frequency of Pressure Test: The pressure test shall be run for each injection unit at the beginning of the shift and every four hours of use for all shifts the unit is used on the work of delaminations/crack repair. H. Ratio Test of Injection Equipment: 1. Method: The mixing head of the injection equipment shall be disconnected and the two adhesive components shall be pumped simultaneously through the ratio checkdevice. The ratio check device shall consist of two independent valved nozzles capable of sensing the back pressure behind each valve. The discharge pressure shall be adjusted to 160 PSI for both components. Both adhesive components shall be simultaneously discharged into separate the calibrated containers. The amounts discharged into the calibrated containers during the same time period shall be compared to determine that the volumes discharted deviate no more than 5%from the correct ratio as specified in the manufacturers product data sheet. 2. Proof of Ratio and Pressure Testing I. At all Times during the course of the work the contractor shall keep complete an accurate record of the pressure and ratio tests specified above. These records shall be available to the architect. In addition,the architect/engineer, at any time without prior notification of the contractor,may request the contractor to conduct the tests specified above in the presence of the architect/engineer. PART 2 -PRODUCTS 2.1 HIGH STRENGTH EPDXY RESIN ADHESIVE FOR INJECTION A. Provide LARR reports for all products used for approval by architect/engineer. TP-37 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 157 of 630 B. Epoxy injection adhesive shall be Sikadur 53 as manufactured by Sika Corporation,tel (800) 933-7452, or ETI manufactured by Simpson Strong Tie, tel (562) 699-0543, or approved equal. C. Surface Sealant: SikaTop 123 as manufactured by Sika Corporation, or ETR Epoxy Paste as manufactured by Simpson Strong Tie, or approved equal, and shall be sufficiently strong to resist injection pressures to prevent leakage during injection. D. Provide other materials as required and recommended by manufacturers subject to approval by architect/engineer. E. Equipment for injection type: The equipment used to meter and mix the two injection adhesive components, and inject the mixed adhesive into the crack shall be portable, positive displacement type pumps with interlock to provide ratio control of exact proportions of the two components at the nozzle. The pumps shall be electric or air powered and shall provide in line metering and mixing. F. Discharge pressure: The injection equipment shall have automatic pressure control capable of discharging the mixed adhesive at any pre-set-set pressure up to+ 1-5 PSI and shall be equipped with a manual pressure control override. G. Ratio tolerance: The equipment shall have the capability of maintaining the volume ratio for the injection adhesive prescribed by the manufacturer of the adhesive within a tolerance of+ 1-5%by volume at any discharge pressure up to 160 PSI. H. Automatic Shut-Off Control: The injection equipment shall be equipped with sensors on both the component A and the component B reservoirs that will automatically stop the machine when either reservoir becomes dry. PART 3 -EXECUTION OF WORK 3.1 PREPARATION A. Surfaces adjacent to cracks or other areas of application shall be cleaned of loose paint, dir, loose concrete, dust, grease, oil, efflorescence or other foreign matter detrimental to TP-38 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 158 of 630 bond of epoxy injection surface seal. Acids and corrosives shall not be permitted for cleaning. B. Entry ports shall be provided along the crack at intervals to allow for maximum penetration of the epoxy adhesive. Spacing of the entry ports shall be approved by the architect. C. Surface seal material shall be applied to the face of the crack or other areas of application between entry ports as needed. For through cracks a surface seal shall be applied to both faces. D. Enough time for the surface seal material to gain adequate strength shall pass before proceeding with the injection. 3.2 EPDXY INJECTION A. Injection of the epoxy adhesive shall begin at an entry port at one end of the crack or at the lowest port for a vertical crack. The injection shall continue until there is an appearance of epoxy adhesive at the next port adjacent to the entry port being pumped. B. When epoxy adhesive travel is indicated by appearance at the next adjacent port, injection shall be discontinued on the entry port being pumped, and epoxy injection shall be transferred to next adjacent port where epoxy adhesive has appeared. At the contractor's option,the injection can continue in the original port if epoxy is appearing at multiple ports adjacent to the port being pumped. C. Epoxy adhesive injection shall continue until the cracks are completely filled. D. If port to port travel of epoxy adhesive is not indicated,the work shall be immediately stopped and the architect notified. 3.3 FINISHING A. When cracks are completely filed, epoxy adhesive shall be cured for sufficient time to allow removal of surface seal and ports without any draining or run-back of epoxy material from cracks. TP-39 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 159 of 630 B. Surface seal material and injection adhesive runs or spills shall be removed from concrete surfaces. C. The surface area shall be finished flush with the adjacent concrete, showing no indications or protrusions caused by the placement of entry ports. Grind smooth as required. D. After the work has been accepted by the owner engineer, cored holes shall be repaired using a two component bonding agent and suitable grout or patching mortar mix as acceptable to the engineer(Master Builders Construction grout or equal). The bonding agent shall be applied to the surfaces of the cored holes followed by application of the grout mix placed by hand trowel,thoroughly rodded and tamped in place, and finished to be similar in color, finish, and texture of existing concrete to the satisfaction of the owner, and ready for painting,material and procedure for filling testing core holes shall be submitted to and approved by the owner/engineer before proceeding with this work. E. Surfaces shall be left in a"ready to paint"condition. 3.4 CLEAN UP A. At conclusion of work remove all equipment, debris, and excess material and leave area broom clean. END OF SECTION SECTION 05 03 00 HOT DIP GALVANIZING PART 1 GENERAL 1.1 DESCRIPTION A. Hot dip galvanize all permanently exposed structural steel including but not limited to structural steel, columns, beams and metal fabrications. B. Related work in other Sections: TP-40 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 160 of 630 Section 05 12 00—Structural Steel Section 05 50 00—Metal Fabrications Section 05 30 00—Steel Decking Section 05 12 13—Arch.Exposed Structural Steel Framing 1.2 QUALITY ASSURANCE A. Comply with requirements of Section 01 40 00. B. Coating applicator: Company specializing in hot dip galvanizing after fabrication and following the procedures of the Quality Assurance Manual of the American Galvanizers Association. 1.3 SUBMITTALS A. Comply with requirements of Section 01300. B. Coating applicator's notarized Certificate of Compliance that the hot dip galvanized coating meets or exceeds the specified requirements of ASTM A 123 or A 153. 1.4 DELIVERY, STORAGE AND HANDLING A. Comply with requirements of Section 01610. B. Load and store galvanized articles in accordance with accepted industry standards. PART 2 PRODUCTS 2.1 STEEL MATERIALS A. Material for galvanizing to be geometrically suitable for galvanizing as described in ASTM A 384 and A 385. Steel materials suitable for galvanizing include structural shapes,pipe, sheet, sheet, fabrications and assemblies. B. Material shall be chemically suitable for galvanizing. 2.2 FABRICATION REQUIREMENTS TP-41 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 161 of 630 A. Fabricate structural steel in accordance with Class I,II, III guidelines as described in AGA's Recommended Details for Galvanized Structures. B. Fabrication practices for products shall be in accordance with the applicable portions of ASTM A 143,A 384 and A 385, except as specified herein. Avoid fabrication techniques which could cause distortion or embrittlement of the steel. C. The fabricator shall consult with the Architect and hot dip galvanizer regarding potential problems or potential handling problems during the galvanizing process, which may require modification of design before fabrication proceeds. D. Remove all welding slag, splatter, anti-splatter compounds, and burrs prior to delivery to the galvanizer. E. Provide holes and/or lifting lugs to facilitate handling during the galvanizing. F. Avoid unsuitable marking paints. Consult with the galvanizer about removal of grease, oil pint and other deleterious material prior to fabrication. G. Remove by blast cleaning or other methods, surface contaminants and coatings which would not be removable by the normal chemical cleaning process in the galvanizing operation. H. Wherever possible, use slip joints to minimize field welding of material. PART 3 EXECUTION 3.1 SURFACE PREPARATION A. Pre-clean steelwork in accordance with accepted methods to produce an acceptable surface for quality hot dip galvanizing. 3.2 COATING APPLICATION A. Galvanize steel members, fabrications, and assemblies after fabrication by the hot dip process in accordance with ASTM A 123. B. Galvanize bolts,nuts and washer and iron and steel hardware components in accordance with ASTM A 153. C. Safeguard products against steel embrittlement in conformance with ASTM A 143. D. Handle all articles to be galvanized in such a manner as to avoid any mechanical damage and to minimize distortion. TP-42 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 162 of 630 3.3 COATING REQUIREMENTS A. Coating weight: Conform to paragraph 5.1 of ASTM A 123 or Table 1 of ASTM A 153 or requirements indicated in individual sections of this Project Manual, as appropriate. Special thickness requirements shall refer to ASTM A 123 3.1.7 and be specified to the minimum average mils of thickness. B. Surface finish: Continuous, adherent, as smooth and evenly distributed as possible and free from any defect detrimental to the stated end use of the coated article. C. Adhesion: Withstand normal handling consistent with the nature and thickness of the coating and normal use of the article. 3.4 TESTS A. Inspection and testing of hot dip galvanized coatings shall be done under the guidelines provided in the AGA publication Inspection of Products Hot Dip Galvanized after Fabrication. B. Include visual examination and tests in accordance with ASTM A 123 or A 153 as applicable to determine the thickness of the zinc coating on the metal surface. 3.5 REPAIR OF DAMAGE COATING A. The maximum area to be repaired is defined in accordance with ASTM A 123 Section 4.6. B. Repair areas damaged by welding, flame cutting or during handling,transport or erection,by one of the approved methods in accordance with ASTM A 780 whenever damage exceeds 3/16" in width. Minimum width thickness requirement for the repair are those described in ASTM A 123 Section 4.6. END OF SECTION SECTION 05 05 23 METAL FASTENINGS PART 1 - GENERAL 1.1 SUMMARY • TP-43 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 163 of 630 A. Section Includes: 1. General requirements for methods of fastening metal items together, and of attaching other materials to metal items, including a. soldering materials; b. welding materials; c. mechanical fasteners; d. cast-in-place anchors; and e. post-installed anchors. 2. Supplementary components and accessories necessary for a complete installation whether or not such items are indicated on the Drawings or included in the Specifications. B. Related Requirements: 1. Section 05 50 00 for dissimilar metal protection. 2. Section 06 10 53 for metal fastenings used for fastening wood items together, and for joining wood items to other materials. 3. Additional fastening requirements specific to a particular work result are specified within the appropriate Sections. 1.2 REFERENCES A. Abbreviations and Acronyms: 1. AWS:American Welding Society. 2. HDG: Hot Dip Galvanized. 3. UTS: Unified Thread Standard. 4. UNC: Unified Coarse Thread Series. 5. UNF: Unified Fine Thread Series. B. Definitions: 1. Manufacturer: Means the fastener manufacturer, unless otherwise indicated. 2. Bolt: Means a threaded fastener 1/4-inch or larger in diameter that is designed to be used either with nuts or in tapped holes. 3. Post-Installed Anchor: Means anchor elements designed for transferring tension and shear loads to structural concrete or masonry elements, and installed in pre drilled holes in the substrate. 4. Screw: Means a threaded fastener less than 1/4-inch in diameter. a. Machine Screw: Means a screw that that is designed to be used either with nuts or in tapped holes. b. Thread Cutting/Thread Forming(Hi-Lo) Screw: Means a screw with a tapered shaft that is designed to be used in un-threaded substrates. 5. Stud: Means a threaded rod. TP-44 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 164 of 630 6. Thread:Means the thread form and series in compliance with the following UTS designations. Shank Threads per Threads per Size Diameter Inch Inch Designation (inch) (UNC) (UNF) #0 0.06 - 80 #1 0.73 64 72 #2 0.086 56 64 #3 0.099 48 56 #4 0.112 40 48 #5 0.125 40 44 #6 0.138 32 40 #8 0.164 32 36 #10 0.19 24 32 #12 0.216 24 28 1/4 inch' 0.25 20 28 5716 inch 0.3125 " 18 24 ... 3/8-inch 0.375. 16 . 24 7/16 inch 0.4375 14 , 20 1/2 inch; 0.5 13 _ . ". . 20 9/16-inch 0.5625 12 18 5%8 inch- 0.625 11 18 3/4 inch:' 0.75 10 16 7/8-inch 0.875 9 14 1-inch 1 1.3 ADNIINISTRATIVE REQUIREMENTS A. Coordination: Provide fasteners and accessory materials suitable to the type of use and conditions of installation and service indicated; and as required for producing secure attachment to supporting construction without staining or deterioration of either the base materials or fastened materials; or deterioration of the fastener itself when in contact with base materials or fastened materials. 1. Verify fasteners are made of the same material being fastened, or have a suitable barrier protection coating a. Apply corrosion-inhibiting material (e.g.,pastes,washers, compounds, etc.) under the heads of screws or bolts inserted into dissimilar metal, even if they already have been treated or have a protective coating. TP-45 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 165 of 630 b. Washers,gaskets, and sleeves must be made of plastic or closed-cell polychloroprene(Neoprene). 2. Provide fasteners and accessories that are galvanically compatible with fastened materials under conditions of installation and service, as demonstrated by the fastener manufacturer based on testing and field experience. Do not use fastening materials that are corrosive or otherwise incompatible with materials being fastened. 3. Where fasteners are subject to loosening or turning out due to thermal and structural movements,wind loads,vibration, and similar causes,provide self-locking devices that either maintain tension in the fastener assembly or remain locked, even if tension in the assembly is lost, including washers, locknuts, and similar items. 4. Unless otherwise indicated or unavoidable,provide concealed fasteners for interconnecting components and for attaching and fastening work to adjacent construction. When the use of exposed fasteners is unavoidable,provide flat head cap screws (FHCS type) with screw drive slots filled and finished flush and smooth with adjacent surfaces. 1.4 SUBMITTALS A. Action Submittals: 1. Product Data: a. Combine metal fastening manufacturer's product data with product data required by the Sections under which the metal fasteners will be installed. b. Include manufacturer's information regarding minimum length and embedment, load capacity for pullout and shear, and installation torque requirements based on fastener type and materials or items being fastened. c. Include current reports from the International Code Council Evaluation Services (ICC-ES) evidencing that mechanical, expansion, and power-actuated fasteners conform to the requirements of the AHJ. 2. Samples: When requested by the Architect, submit full-size samples of each selected metal fastener. Samples will not be returned to the Contractor. B. Informational Submittals: 1. Certificates: Before starting work, submit a mill certificate or affidavit from the metal fastener manufacturer evidencing that the selected metal fasteners conform to the specified reference standards and either meet or exceed the specified performance requirements,based on comprehensive testing of the manufacturer's current products performed by a qualified testing and inspection agency in conformance with the specified test procedures. 2. Installation Instructions: a. Submit manufacturer-published instructions for the proper installation of each selected post-installed anchor. b. If the manufacturer's published installation instructions are either unavailable or do not specifically apply to Project conditions,then consult the TP-46 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 166 of 630 manufacturer's field representative and obtain manufacturer-prepared, Project-specific application requirements,recommendations, or instructions in writing and promptly distribute copies to the Architect before proceeding with the work. 1.5 QUALITY ASSURANCE A. Quality Standard Requirements: Post-installed anchors must conform to American Concrete Institute publication ACI 355.1 "State-of-the-Art Report on Anchorage to Concrete". 1.6 HANDLING A. Delivery: Deliver metal fastenings to the Project site in original unopened containers clearly marked with intact and legible identification labels indicating 1. manufacturer's name and trademark; 2. product type, size,grade, use, lot or batch number, and quantity; 3. shelf life and expiration date; and 4. ASTM designation. PART 2-PRODUCTS 2.1 SOLDERING MATERIALS A. HDG Sheet Metal Solder and Flux: 50-percent tin solder conforming to ASTM B 32 Grade Sn50, and used with a non-corrosive flux. B. Stainless Steel Sheet Metal Solder and Flux: 60-percent tin solder conforming to ASTM B 32 Grade Sn60,used with an acid flux. 2.2 WELDING MATERIALS A. Welding Electrodes: Provide electrodes appropriate for the type and grade of metal being welded and the conditions of installation,use,and service. Welding rods and bare electrodes must conform to AWS specifications based on 1. physical properties of the weld metal; 2. type of coating on the electrode; 3. welding position of the electrode; and 4. type of welding.current used with the electrode. B. Filler Metal: Provide filler metal and electrode type and alloy recommended, approved, or accepted by the producer of the metal to be welded, and as required for strength, corrosion resistance and compatibility with fabricated items under the conditions of installation and service. 2.3 FASTENER MATERIALS A. Uncoated Fasteners: 1. Uncoated(Bare) Carbon Steel Fasteners: TP-47 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 167 of 630 a. Screws: Manufactured from carbon steel wire rods and uncoated coarse round wire conforming to ASTM A 510, Grades 1018 to 1022. b. Bolts: ASTM A 307, Grade A. c. Nuts and Flat Washers: ASTM A 563, Grade C. 2. Stainless Steel Fasteners: a. Description:Austenitic stainless-steel screws, bolts, and studs ASTM F 593 and nuts conforming to ASTM F 594 requirements for Alloy Group 1 (304 Series) or Alloy Group 2(316 Series). b. Performance Requirements: 1) Type 304: Fasteners may not display any visible sign of surface red rust after at least 1,000 hours of ASTM B 117 salt spray test performed on screws that have been driven through and removed from sheet metal panels. 2) Type 316: Fasteners may not display any visible sign of surface red rust after at least 1,500 hours of ASTM B 117 salt spray test performed on screws that have been driven through and removed from sheet metal panels. 3. Bi-Metal Fasteners: a. Description: Fasteners having a stainless steel head and shank fused and hardened steel drill point. b. Product: `Bi-Flex"fasteners by Elco Construction Products, or approved substitute. c. Performance Requirements: Fasteners may not display any visible sign of surface red rust after at least 800 hours of ASTM B 117 salt spray test performed on screws that have been driven through and removed from sheet metal panels. 4. Nonferrous Metal Fasteners: a. Copper,brass,bronze, nickel, aluminum and titanium nuts conforming to ASTM F 467 and commercial wrought bolts,hex cap screws, and studs conforming to ASTM F 468. b. Provide alloy and temper suitable for the intended use and in-service loads, environmental exposure, and other conditions as required, recommended, approved or accepted by the fastener manufacturer. B. Coated And Plated Fasteners: 1. General: a. Corrosion protective fastener coatings and platings must be deposited in conformance with the following. 1) Phosphate/Oil and Phosphate/Organic Coatings: ASTM F 1137. 2) Electrodeposited Coatings on Threaded Fasteners: ASTM F 1941. TP-48 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 168 of 630 b. To verify the prevention,to the extent possible, of internal hydrogen embrittlement(IHE) in steel fasteners during surface preparation, pretreatment, and plating or coating, all plating or coating process must be periodically audited in conformance with ASTM F 1940.New or revised plating or coating processes must also be qualified by ASTM F 1940. c. Plated fasteners with a hardness value of Rockwell 32 and higher must be baked promptly after plating at not less than between 375 and 400 deg. F for at least 3 to 24 hours(depending upon plating type and thickness)to neutralize hydrogen embrittlement. Baking must occur before chromating, and before the application of any other supplementary coatings. 2. HDG Zinc-Coated Steel Fasteners: a. Description: Carbon steel fasteners having hot dip galvanized coating conforming to 1) ASTM A 153 minimum zinc coating weight requirements for Class C materials (fasteners over 3/8-inch diameter and similar articles;washers 346-inch and 1/4-inch thick) or Class D materials (fasteners 3/8-inch diameter and under,rivets,nails and similar articles;washers under 346-inch thick); and 2) ASTM F 2329 for coating of threaded fasteners and washers by hot-dip zinc galvanizing. b. Performance Requirements: Fasteners may not display any visible sign of surface red rust after at least 32 hours of ASTM B 117 salt spray test performed on screws that have been driven through and removed from sheet metal panels. 3. Zinc-Plated Steel Fasteners: a. Description: Carbon steel fasteners having electrodeposited zinc coating conforming to ASTM B 633,thickness Class Fe/Zn 5, Type I finish (as-plated without supplementary treatment)that provides sacrificial protection against galvanic action. b. Sacrificial Coating: At least a 5-to 8-micron(0.0002-to 0.0003-inch) electrolytically deposited zinc plating. c. Performance Requirements: Fasteners may not display any visible sign of surface red rust after at least 32 hours of ASTM B 117 salt spray test performed on screws that have been driven through and removed from sheet metal panels. C. Post-Plated Fasteners: 1. Clear Chromate Finish Zinc-Plated Steel Fasteners: a. Description: Carbon steel fasteners having electrodeposited zinc coating conforming to ASTM B 633,Thickness Class Fe/Zn 8, Type III supplementary finish (clear chromate conversion coating). b. Sacrificial Coating: At least an 8-to 12-micron(0.0003-to 0.0005-inch) electrolytically deposited zinc plating. TP-49 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 169 of 630 c. Passivate: Restriction of Hazardous Substances Directive (RoHS)-compliant clear trivalent chromate conversion coating. Hexavalent chromium conversion coatings are not permitted. d. Performance Requirements: Fasteners may not display any visible sign of surface red rust after at least 48 hours of ASTM B 117 salt spray test performed on screws that have been driven through and removed from sheet metal panels. 2. Pigmented Chromate Finish Zinc-Plated Steel Fasteners: a. Description: Carbon steel fasteners having electrodeposited zinc coating conforming to ASTM B 633,Thickness Class Fe/Zn 25, Type II supplementary finish(color chromate conversion coating). b. Sacrificial Coating: At least a 25-micron(0.00098-inch) electrolytically deposited zinc plating. c. Passivate: Restriction of Hazardous Substances Directive(RoHS)-compliant trivalent chromate conversion coating having a green dye added to the clear tri-chrome bath or applied following the clear dip. Hexavalent chromium conversion coatings are not permitted. d. Performance Requirements: Fasteners may not display any visible sign of surface red rust after at least 48 hours of ASTM B 117 salt spray test performed on screws that have been driven through and removed from sheet metal panels. 3. Phosphate Coated Steel Fasteners: a. Description: Carbon steel fasteners having corrosion-resistant zinc phosphate coating applied by the immersion bath method. b. Performance Requirements:Fasteners may not display any visible sign of surface red rust after at least 240 hours of ASTM B 117 salt spray test performed on screws that have been driven through and removed from sheet metal panels. 4. Polymer-Coated Steel Fasteners: a. Description: Carbon steel fasteners having a fluoropolymer or Xylan coating that provides barrier protection against galvanic action. b. Barrier Coating: At least a 25-micron(0.00098-inch) electrolytically deposited zinc plating. c. Performance Requirements: Fasteners may not display any visible sign of surface red rust after at least 500 hours of ASTM B 117 salt spray test performed on screws that have been driven through and removed from sheet metal panels. 5. Baked Inorganic-Coated(e.g., Geomet, Dacromet) Steel Fasteners: a. Description: Carbon steel fasteners having a VOC-compliant, water-based,non-chrome (NC), nickel-, cadmium-, lead-,barium-, and mercury-free dispersion coating conforming to ASTM F 1136 containing metal oxides,metallic zinc, and aluminum flakes that becomes inorganic after curing. TP-50 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 170 of 630 b. Barrier Coating:At least an 8-micron(0.00098-inch) dip-spin and convection oven-cured coating. c. Performance Requirements: Fasteners may not display any visible sign of surface red rust after at least 500 hours of ASTM B 117 salt spray test performed on screws that have been driven through and removed from sheet metal panels. 6. Duplex Anti-Corrosive Steel Fasteners: a. Description: Carbon steel fasteners having a 2-coat finish that combines the sacrificial protection of steel base metal with the barrier protection of a polymer topcoat. b. Basecoat: Inorganic zinc-rich coating. c. Topcoat: Aluminum-rich,thermosetting epoxy resin(e.g.,Magnigard); polyester resin(e.g., Climaseal); or fluoropolymer resin(e.g., Stalgard, FluoroKote#1). d. Performance Requirements: Fasteners may not display any visible sign of surface red rust after at least 800 hours of ASTM B 117 salt spray test performed on screws that have been driven through and removed from sheet metal panels. 7. 3-Coat Anti-Corrosive Steel Fasteners: a. Description: Carbon steel fasteners having a 3-coat finish that combines the sacrificial protection of steel base metal with the barrier protection of a polymer topcoat. b. Basecoat: Mechanically deposited zinc-alloy coating(coating is applied by mechanically tumbling zinc and tin powder with the base metal and non-metallic impact beads). c. Intermediate Coat: Chromate conversion coating. d. Topcoat: Aluminum-filled thermosetting polyester resin. e. Performance Requirements: Fasteners may not display any visible sign of surface red rust after at least 800 hours of ASTM B 117 salt spray test performed on screws that have been driven through and removed from sheet metal panels. 8. Ceramic-Coated Anti-Corrosive Steel Fasteners: a. Description: Carbon steel fasteners having a 3-coat finish that provides electrolytic corrosion protection by combining the sacrificial protection of zinc with the barrier protection of a ceramic topcoat, and having a current evaluation report from the ICC-ES demonstrating code compliance . b. Product: "Grabber" screws by Grabber Construction Products (ICC-ES Report No. ESR-5280). Other acceptable sources of comparable products may include one of the following, contingent on demonstrated conformance to the specified requirements, including the item description above. 1) ITW Buildex. 2) Prime Source Building Products,Inc. TP-51 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 171 of 630 3) Or equal. c. Items must conform to the following: 1) Basecoat:At least an 8-to 10-micron(0.0003-to 0.0004-inch) mechanically deposited zinc-alloy coating. 2) Intermediate Coat: Chromate conversion coating. 3) Topcoat: Corrosion-resistant baked ceramic surface coating. red rust after at least 1,000 hours of ASTM B 117 salt spray test performed on screws that have been driven through and removed from sheet metal panels. e. Application: Use ceramic-coated anti-corrosive steel fasteners 1) with pressure treatments in woods, including alkaline copper quaternary(ACQ),ammoniacal copper arsenate (ACA), chromated copper arsenate (CCA), ammoniacal copper zinc arsenate (ACZA), copper azole(CBA-A and CA-B), copper citrate (CC), and disodium octaborate tetrahydrate(DOT); 2) when attaching to exotic hardwood lumber base material; 3) with composite lumber; and 4) when attaching cement board, high density exterior sheathing, and tile- backers to framing members in exterior, high moisture interior, or high corrosion environments. 2.4 MECHANICAL FASTENERS A. Screw Fasteners: 1. Description: Fasteners for attachment to cold-formed or lightgage steel framing. a. Fastening Together Cold-Formed or Lightgage Steel Members: ASTM C 1513. b. Fastening Gypsum Panel Products,Metal Plaster Bases, Cementitious Backing Board and Cement Board to Cold-Formed Metal Framing: ASTM C 954. c. Fastening Gypsum Panel Products and Metal Plaster Bases to Lightgage Metal Framing: ASTM C 1002, Type S. d. Fastening Gypsum Panel Products and Metal Plaster Bases to Lightgage Metal Framing: ASTM C 1002, Type G. 2. Manufacturers: Unless otherwise noted,provide products from one of the following having a current evaluation report from the ICC-ES evidencing code compliance. a. Elco. (ICC-ES Report No. ESR-3332) b. Hilti,Inc. (ICC-ES Report No. 2196) c. PrimeSource Building Products,Inc. (ICC-ES Report No. 1408) 3. Items must conform to the following: TP-52 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 172 of 630 a. Length: Screw fasteners must penetrate through metal framing with not less than 3 exposed threads below the substrate. b. Head Style: 1) Provide wafer head screws when fastening other metal framing members and when fastening metal plaster bases to metal framing. 2) Provide bugle head screws when fastening gypsum panel products to metal framing. 3) Provide hex washer head screws with bonded sealing washer and ethylene propylene diene monomer(EPDM) sealing washer assembly when fastening sheet metal, siding,roofing,flashings and similar items to metal framing. Provide exposed fastener heads with factory-applied coating matching prefinished roof or wall panel color. 4) Fasteners not indicated to be overlaid either with gypsum panel products or with other substrates or finish materials may have hex washer,pan, pancake, modified truss,or pan framing head types. c. Drive Style: #2 Phillips drive. d. Point Style: 1) Attaching Cement Board: Hi-Lo type point. 2) Attaching Sheet Metal and Lightgage Metal Framing(up to 30 mils and thinner): Self-piercing point. 3) Attaching Sheet Metal and Cold-formed Metal Framing(at least 33 mils and thicker): For normal, single thickness material and multiple material thickness combined for total of between a) 0.035-and 0.110-inch: Provide#2 self-drilling point. b) 0.100- and 0.220-inch: Provide#3 self-drilling point. c) 0.175-and 0.250-inch: Provide#4 self-drilling point. d) 0.250- and 0.375-inch: Provide#5 self-drilling point. B. Bolts and Nuts: 1. Description: Regular bolts with hex-head nuts and flat washers. 2. Items must conform to the following: a. Fastener Size:Unless otherwise indicated,provide at least 3/4-10 coarse thread bolts or studs in lengths required to provide a minimum thread engagement equal to the thread diameter,with at least one clear thread plus the thread lead (start) above the nut face, and at least one clear thread plus the thread run out beneath the nut face after tightening. Assume one washer will be used under the rotating part(generally be the nut) and allow for this when selecting the bolt length. b. Fastener Head Type: Hexagon-head with both the strength and type of steel used in bolt manufacture indicated on the head of the bolt by a raised mark conforming to ASTM bolt designation standards. TP-53 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 173 of 630 2.5 PRE-INSTALLED ANCHORS A. Description: Cast-in-place steel threaded anchor bolts (anchor rods)with hot dip zinc coating conforming to ASTM F 1554 Grade 36 or weldable Grade 55,having Class 2A threads before zinc coating(non-headed anchor bolts, either bent or straight,having properties conforming to ASTM A 36,tensile strength of 58 to 80 ksi, and intended for structural anchorage purposes)with hex-head nuts and flat washers conforming to ASTM A 563 chemical requirements for Grade A nuts. B. Items must conform to the following: 1. Fastener Size: Provide bolt or stud size as required by engineering calculations for type of use indicated(between 1/4-inch and 4 inches). 2. Fastener Coating: Hot-dip galvanize anchors,nuts and washers in conformance with ASTM A 153 minimum zinc coating weight requirements for Class C materials. 2.6 POST-INSTALLED ANCHORS A. Description:Anchors having approval from the ICC Evaluation Service (ICC-ES)for conformance with the 2010 CBC Category 1, seismic zones A-F. B. Basis-of-Design Manufacturer: Design is based on products manufactured by Hilti, Inc. C. Torque-Controlled Expansion Anchors: 1. Description: Anchors that are actuated by tightening a bolt or nut. Expansion anchors in concrete must further conform to the requirements of ACI 355.2, Commercial Item Description A-A-1923A Type 4, and ACI-318 Appendix D. 2. Medium Duty Applications: Provide "KB-TZ SS304"manufactured by Hilti, Inc. (ICC-ES Report ESR-1917). 3. Performance Requirements: Expansion anchors must have the capability to sustain without failure, a load equal to at least 4 times the design load when installed in concrete and equal to at least 6 times the design load when installed in unit masonry, as determined by testing conducted by a qualified independent testing agency in compliance with ASTM E 488. D. Displacement-Controlled Expansion Anchors (Drop-In Anchors):Not permitted. E. Power-Actuated Fasteners: 1. Provide power-actuated,pneumatic, or gas-powered direct fastening system for 1 driving fasteners into steel by the post-installed anchor manufacturer indicated above. 2. Power-actuated, pneumatic, or gas-powered direct fastening system for driving fasteners into concrete are not permitted. 2.7 ACCESSORIES TP-54 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 174 of 630 A. Expansion Shields: Die cast zinc alloy or zinc-coated steel single or double expansion shields manufactured for type of screw fastener indicated, specified or selected. Lead or zinc and lead expansion shields are not permitted. B. Patching Mortar: Provide one of the following. 1. "EMACO S66 CI"by BASF. 2. "SikaRepair 223"by Sika Corp. PART 3- EXECUTION 3.1 INSTALLATION A. General: 1. Comply with the fastener manufacturer's installation instructions. 2. Use products and methods required,recommended, approved,or accepted by the fastener manufacturer, along with manufacturer-recommended accessories and techniques. 3. If there is a conflict between the manufacturer's installation instructions and a product's evaluation report,then the evaluation report governs. 4. Fasten work tightly to prevent rattle or vibration except where expansion- contraction tolerances are required. 3.2 SCREW FASTENER INSTALLATION A. Maintain bit engagement until fastener is completely driven and fastener has stopped rotating. B. Install screws flush with surface; do not countersink or overdrive screw fasteners. 3.3 POST-INSTALLED ANCHOR INSTALLATION A. Examination: Layout: Inspect areas to be drilled to verify conditions of access, interferences,and existing materials. 1. Using non-destructive methods,verify locations of reinforcement in areas to be drilled. a. Use care and caution to avoid cutting or damaging reinforcement. b. Unless otherwise shown on the Drawings,maintain a minimum clearance of one inch between reinforcement and anchors or dowels, . 2. Using non-destructive methods,verify locations of post-tensioning tendons in areas to be drilled. a. Contractor shall use care and caution to avoid cutting or damaging tendons and tendon sheaths. b. Maintain a minimum clearance of one inch between tendon sheaths and anchors or dowels,unless otherwise shown on the Drawings. B. Layout: 1. Locations and Spacing:As indicated. 2. Edge Distance: At least 10 nominal bolt diameters when installed in concrete. TP-55 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 175 of 630 C. Drilling and Preparation of Holes: 1. Holes may not be drilled in concrete or into grouted CMU until at least of seven Days after concrete has been cast or grout has been placed; and until the concrete or grout has achieved its specified design compressive strength. 2. Unless otherwise noted on the drawings,holes must be drilled using the manufacturer's recommended drill type, bit,and setting. 3. Hole diameter must be as indicated by the manufacturer; depth of each hole must be as indicated on the Drawings. a. Abandon over-drilled holes and fill with specified patching mortar. b. Abandon drilled holes and fill with specified patching mortar when hole deviates more than 5 degrees measured from a line normal to the concrete surface. c. Promptly notify Architect if concrete reinforcing bars are encountered during drilling. 4. Dust and other contaminants must be completely removed from holes by blowing with compressed air or other effective means. D. Expansion Anchor Installation: 1. Install anchors in pre-drilled and properly-prepared holes in conformance with the fastener manufacturer's installation instructions. i 2. The embedment of expansion anchors may not be less than that required by the manufacturer. a. Embedment length excludes thickness of finish coverings and other 1 overlays. b. When installed overhead into concrete slabs through metal decking, embedment must extend within a zone between 1-1/2 inches above top flute and 3/4-below the top of concrete. 3. Tighten anchors to the fastener manufacturer's recommended installation torque values. E. Installation Tolerances: Anchor hole locations must conform to the tolerances for the material being attached. 3.4 CORRECTION AND REPAIR A. Correction: Clean and repair surfaces damaged by drilling or installation to match adjacent areas as determined by the Architect. 1. Remove and replace materials that are damaged,that do not match adjacent materials, or cannot be satisfactorily cleaned or repaired, as determined and directed by the Architect. a. Damage to existing reinforcement is considered defective work. b. When drilling causes the concrete or CMU to spall or crack,the holes are considered defective work. 2. Abandoned holes must be filled with specified patching mortar in conformance with the mortar manufacturer's installation instructions. TP-56 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 176 of 630 3. Document both defective work and proposed corrections to the defective work and submit this documentation to the Architect. The submittal must include a. descriptions and locations of defective work; b. supporting sketches, diagrams,photographs, or other visual depictions; and c. similar documentation and visual depictions of Contractor-proposed corrections. 4. Do not begin correction of defective work until after the Architect's review of the defective work submittal is complete. 5. Corrected work must also be inspected by the Owner's testing agency, and retested as applicable. 3.5 FIELD QUALITY CONTROL A. Site Tests and Inspections: 1. General: a. The Owner requires testing and inspection of installed anchors to evaluate the in-service performance,conformance to the specified requirements, and the products' evaluation reports the for following: 1) Drill type,bit,and setting. 2) Hole diameter, depth, and accuracy of location. 3) Cleanliness and surface preparation of holes. 4) Expansion anchor type and size, including installation of expansion anchors and torque tightening. b. Tests and inspections are performed by a qualified independent testing and inspection agency acceptable to the Architect and the AHJ. c. The testing and inspection agency 1) cannot be directly employed by the Contractor or by another entity or individual other than the Owner; 2) addresses and sends to the Owner all test reports within 14 days after the completion of any test; and 3) also sends copies of all test reports to the AHJ,the Architect, and the Contractor within the same 14-day period. d. The Contractor shall 1) assist the Owner with selecting a testing and inspection agency,when requested; 2) arrange all tests and inspection; 3) coordinate its work and the construction schedule with the specified tests; 4) coordinate the requirements of each required or specified test and inspection with other specified or required tests and inspections; TP-57 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 177 of 630 5) provide all work, facilities,personnel, and controls necessary for each test and inspection; 6) notify the testing agency personnel and the Architect that the work is ready for inspection; and 7) receive all test reports and distribute copies to the installer and the fastening manufacturer's representative. 2. Tests: The testing and inspection agency conducts static tension load tests in conformance with ASTM E 488, "Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements"on at least 10 percent of each installed anchor diameter, or as otherwise indicated on the Drawings. a. Expansion Anchor Testing: 1) Scheduled tests may not be performed less than 24 hours after anchor installation. 2) Scheduled test loads are applied for 2 minutes during which the maximum allowable slip is not more than 1/8-inch. b. Additional Testing: If an anchor fails the tension load test, additional anchors must be tension load tested until at least 20 consecutively successful tests have been performed. c. Testing Documentation: The testing and inspection agency shall develop and implement a clear method of identifying in-service locations and results of anchor tests. 1) Field marking for test locations may not affect the appearance of exposed concrete or CMU. 2) Detailed drawings recording test locations and results are permitted in lieu of field marking. d. Correction of defective work must also be inspected by the testing and inspection agency. B. Nonconforming Work: Replace anchors at failed test locations. 1. Remove anchor or dowel. 2. When approved by the testing and inspection agency, install replacement anchors or dowels in existing holes. Existing holes not approved by the testing and inspection agency are considered defective work. 3. All replacement anchors must be tension load tested. END OF SECTION SECTION 05 12 00 STRUCTURAL STEEL FRAMING TP-58 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 178 of 630 PART 1 - GENERAL 1.1 DESCRIPTION A. Work Includes: 1. Structural steel as indicated on the Drawings, consisting and defined and enumerated in Section 2 -Definition of Structural Steel, of AISC Specifications and Code of Standard Practice. 2. Shop priming structural steel concealed in the finished work and where not indicated or required to receive sprayed on fireproofing. 3. Fabrication and finishing(hot dip galvanizing) of Architecturally Exposed Structural Steel is specified in Section 05 12 13. B. Products furnished but not installed under this Section: 1. Anchors for casting into concrete. 2. Loose bearing plates to receive structural steel. C. Related work includes: 1. Grouting beneath base and bearing plates: Section 03 30 00. 2. Special requirements for Architecturally Exposed Structural Steel: Section 05 12 13. Cold formed metal framing: Section 05 10 00. Miscellaneous metal fabrications: Section 05 50 00. 5. Metal stairs: Section 05 51 00. D. Related work provided by Owner: 1. Registered Deputy Inspector to inspect the fabrication, placement, welding, and high tensile bolting of structural steel in accordance with Building Code requirements. 2. Testing Agency employed by the Owner shall provide all tests specified herein in accordance with Building Code requirements. 1.2 QUALITY ASSURANCE A. Codes and Standards: Comply with provisions of following, except as otherwise indicated: 1. AISC "Code of Standard Practice for Steel Buildings and Bridges. a. Paragraph 4.2.1 of the above Code is hereby modified by deletion of the following sentence: "This approval constitutes the Owner's acceptance of all responsibility for the design adequacy of any connections designed by the fabricator as part of his preparation of these shop drawings. b. Paragraph 4.2.2 delete in its entirety. c. Paragraph 7.9.3 of the above code is hereby modified by deletion of the following words: "The contract documents specify the sequence and schedule of placement of such elements." 2. AISC "Specification for the Design,Fabrication, and Erection of Structural Steel for Buildings "and including the Commentary" and Supplements thereto as issued. a. Exterior structural steel exposed to public view including supports at canopies, shall comply with requirements of Section 10 "Architectural Exposed Structural Steel". TP-59 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 179 of 630 3. AWS D1.1 &D1.8 "Structural Welding Code." 4. ASTM-A6 "General Requirements for Delivery of Rolled Steel Plates, Shapes. Sheet Piling and Bars for Structural Use." 5. SSPC - Steel Structures Painting Manual,Volume 2, Systems and Specifications. B. Qualifications for Welding Work: Qualify welding processes and welding operators in accordance with the AWS "Standard Qualification Procedure." C. Source Quality Control: Materials and fabrication procedures are subject to inspection and test in mill, shop, and field, conducted by a qualified inspection agency. Such inspections and tests will not relieve contractor of responsibility for providing materials and fabrication procedures in compliance with specified requirements. 1. Promptly remove and replace materials or fabricated components which do not comply. D. Structural General Notes shall apply to the work of this Section as though repeated verbatim herein. 1.3 SUBMITTALS A. Submittals shall be in accordance with the requirements of Section 01 33 00. B. Shop drawings: 1. Submit complete shop and erection diagrams required for the work of this Section. 2. Make erection diagrams as complete as possible before first submittal. a. Should more than one submittal be required, later submittals shall clearly identify material added or revised subsequent to previous submittal. b. Indicate all shop and erection details, including cuts, copes, connections, holes,threaded fasteners, and welds. 3. Identify welds, both shop and field, by AWS A2.4 Symbols for Welding and Non-Destructive Testing. 4. Coordinate shop drawings with the trades performing the work of Divisions 15 and 16. All holes and openings in beams for passage of ducts and pipes shall be shown on shop drawings and shall be made in the shop. C. Review of shop drawings shall not relieve the Contractor from compliance with the requirements of the Structural Drawings and Specifications. The omission from shop drawings of any material shown of specified on the original Structural Drawings shall not relieve the Contractor of the responsibility for furnishing and installing such materials even though such shop drawings may have been returned with no exceptions observed. D. Proof of compliance for materials: Submit mill test reports for all structural steel. Refer to paragraph 1.3.B.2.a for unidentified local stock steel. E. Submit proposed sequence of field welding and obtain acceptance by Structural Engineer before beginning work. Field weld sequence shall be planned to minimize residual stress due to weld shrinkage. F. Manufacturer's data: Submit manufacturer's data on paint primer to be used on TP-60 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 180 of 630 structural steel, including evidence that primer used beneath sprayed fireproofing is acceptable to the sprayed fireproofing materials manufacturer. 1.4 HANDLING A. Comply with the requirements of Section 01 65 00. B. Storage: 1. Store steel members at the site above ground on platforms, skids or other approved supports. 2. Protect steel from mechanical damage and corrosion. 3. Comply with the combined recommendations of the AWS and the electrode manufacturer for their storage and care. Do not use electrodes that have been wetted. 4. Store other materials in a weather tight and dry place,until ready for incorporation into this work. PART 2-PRODUCTS 2.1 MATERIALS A. Rolled steel plates, shapes and bars: As indicated on the Structural General Notes. B. Structural tubing: As indicated on the Structural General Notes. C. Pipe columns: As indicated on the Structural General Notes. D. Fastening materials: 1. Bolts: ASTM A325 or A490, unless otherwise noted on the Drawings. High strength bolts shall be bearing type with threads excluded from the shear planes (I.E.A325-X) unless otherwise noted. 2. Unfinished threaded fasteners,together with their nuts and washers: ASTM A307, Grade A, regular low carbon steel,hexagonal heads and nuts,where noted. 3. Arc-welding electrodes: In accordance with Structural General Notes. E. Anchor bolts: ASTM A307, non-headed type, or ASTM A449 as indicated on the Drawings. F. Shop primer and field touch-up for concealed structural steel (non-fireproofed surfaces only): Series 10 Tnemec Primer, by Tnemec Co., or equal by Ameron. 2.2 FABRICATION A. Workmanship equal to the best of standard practice in modern structural shops, and conforming to applicable provisions of the AISC Code of Standard Practice and Specifications. B. All fabrication must be performed in shop of Building Department approved licensed fabricator. It is assumed that all fabrication will take place in one shop only. All additional inspection costs resulting form fabrication at more than one shop location will be back-charged to the Contractor. C. Before being fabricated, or worked, wire-brush materials, clean of loose mill scale and rust, and straighten by methods that will not injure the steel. TP-61 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 181 of 630 1. After punching or working a member,remove twists or bends before the parts are assembled. 2. Finished members shall be free from twists, bends, and open joints when erected. D. Punch or drill holes; burned holes will be unacceptable. E. Prior to fabrication, perform ultrasonic inspections on the areas of column flanges and girder flanges specified in paragraph 3.5,C,3. F. After fabrication surfaces of structural steel except those indicated or required to be fireproofing(Architecturally exposed structural steel shall receive a hot-dip galvanized finish and shall remain unpainted in the finished work, see Section 05 12 13): a. Clean steel members, including their connections, in accordance with SSPC SP1, SP2, and SP3 as applicable, and the primer manufacturer's printed recommendations, and apply primer immediately thereafter to clean, dry surfaces,to a minimum dry film thickness recommended by primer manufacturer. b. Primer may be held 4" back from areas to be field welded where primer would interfere with good welding practices. Remove weld splatter from all welded joints,whether primed or not. 2. Shop Painting(NON-FIREPROOFED SURFACES ONLY): a) Paint all structural steel with a shop coat of paint, except: 1) Members encased in concrete. 2) Contact surfaces of welded connections and areas within 2" of field welds except as noted. 3) Surfaces receiving sprayed-on fireproofing. 4) Surfaces receiving field welded steel studs. b) Apply specified shop coat in accord with manufacturer's product data to provide a minimum dry film thickness recommended by paint manufacturer for each type of primer used. Apply shop coat of paint within four hours after cleaning and before rust-bloom occurs. Paint only in relative humidity below 85% and surface temperatures of 5 degrees Fahrenheit above dew point. Shop coat shall be applied using spray equipment on all structural steel exposed to public view. c. Apply lacquer to milled surfaces to dry film thickness of 0.5 mils. 3. Apply a heavy coat of bituminous paint to metal surfaces in contact with concrete or masonry. Do not apply on exposed surfaces. PART 3 -EXECUTION 3.1 EXAMINATION A. Verify governing dimensions and conditions at the site before starting erection. B. Verify the location and elevation of anchor bolts and concrete surfaces supporting steel to verify that they meet the following tolerances: 1. Elevation of concrete surfaces: Plus or minus 3/8". 2. Elevation top of anchor bolts: Plus 1",minus 3/8". TP-62 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 182 of 630 3. Out-of-position of anchor bolts: Plus or minus 1/8". 4. Anchor bolts shall be proof tested by Owner's testing agency at Architect's discretion C. Make sure that conditions which would prevent proper and timely completion of this work are corrected before proceeding with erection. D. Anchor bolts: 1. Furnish anchor bolts and connection material to be embedded in concrete and masonry when and as required to maintain job progress. 2. Provide the necessary drawings and templates for the setting of such anchor bolts and connection material. 3.2 ERECTION A. Erect structural steel in accordance with the Contract Documents,reviewed shop drawings and AISC standards, except provide washers on all bolted connections regardless of the tightening method used. B. Erection tolerances: 1. Establish leveling and plumbing measurements on the mean operating temperature of the structure,making allowances for the difference between temperature at time of erection and the mean temperature at which the structure will be when completed and in service. 2. Structural steel tolerances shall comply with Section 1.23.8.1 of AISC Specifications for the Design,Fabrication and Erection of Structural Steel for Buildings, and AISC Code of Standard Practice for Steel Buildings and Bridges. C. Field assembly: 1. Closely fit members and sections, and finish true to line and in precise position necessary to allow accurate erection and proper joining of parts in the field. 2. Drifting to enlarge unfair holes will not be allowed. 3. Do not heat members without prior approval. D. Contact surfaces: 1. Component parts of built-up members shall be well pinned and rigidly maintained in close contact using clamps or temporary bolting during wel- ding. 2. Compression joints depending upon contact bearing shall have bearing surfaces accurately milled perpendicular to their axis, or as detailed, and shall be free of mill scales,rust,paint,weld spatter and other foreign materials. E. Gas cutting: 1. Use a cutting torch only where the metal being cut is not carrying stress during the operation, and provided stresses will not be transmitted through a flame-cut surface. 2. Make gas cuts smooth and regular in contour. 3. To determine the effective width of members so cut, deduct 1/8" from the width of the gas cut edges. TP-63 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 183 of 630 4. Make the radius or re-entrant gas cut fillets as large as practicable, but in no case less than 1". F. Punching, drilling and reaming: 1. Material may be punched 1/16" larger than the nominal diameter of the bolt,wherever the thickness of the metal is equal to or less than the diameter of the bolt plus 1/8". 2. Where the metal is thicker than the diameter of the bolt plus 1/8",the holes shall be drilled or subpunched and reamed. 3. The die for sub-punched holes, and the drill for subdrilled holes, shall be 1/16" smaller than the nominal diameter of the bolt to be accommodated. 4. Finished holes shall be precisely located to insure passage of bolts through assembled materials without drifting. 5. Enlargement of holes necessary to receive bolts shall be done by reaming. 6. Poor matching of holes will be sufficient cause for rejection. G. Bolting: High-strength steel bolts shall be used where indicated in accordance with the latest edition of specifications for Structural Joints Using ASTM A325 or A490 Bolts, as approved by the Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation. 1. All high-strength bolting shall be installed under continuous inspection by a Owner's Deputy Inspector certified by the Building Department. H. Erection: By professional riggers, carefully planned and laid out so that a minimum of cutting will be necessary. 1. Erect work plumb, square and true to line, and level, in precise positions as indicated. 2. Provide temporary bracing and guys where necessary to provide for loads and stresses to which the structure may be subjected, including those due to erection equipment and its operation, and until all welding and/or bolting is in completed and slabs and walls are in place for a period of 28 days minimum. Temporary connections: 1. As erection progresses, bolt-up the work as necessary to maintain the steel in proper position while field bolting and welding is being done, and as necessary to take care of dead loads,wind, and erection stresses. 2. No field welding or high-strength bolting shall be done until structural steel has been properly aligned, plumbed and leveled. J. Set column base plates in exact position,both as to alignment, level, and elevation, and support on steel wedges, or equivalent, until the grout has tho- roughly set. 1. The center of each base shall be true to the column center within 1/16" and its elevation within 1/32" of theoretical lines. 2. Plates shall be exactly level on both axes. 3.3 WELDING A. Welding and welded joints: Detail and execute welds in accordance with AWS requirements as modified by AISC standards, or as detailed and noted on the Drawings. TP-64 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 184 of 630 B. All welding shall be performed in accordance with the latest edition of"The Structural Welding Code" of the American Welding Society: AWS D1.1. C. Operators qualifications: Thoroughly trained and experienced in arc welding of structures, capable of making uniformly reliable butt and fillet welds in flat, vertical and overhead positions, and of producing neat, consistent work in actual operation. 1. Operators shall be certified in accordance with AWS requirements, and certified by Building Department. 2. If recertification is required, it shall be the Contractor's responsibility. D. Ultrasonic and visual inspection of welded connections: Refer to Article 3.5 hereafter. E. All structural welds (shop and field) shall be inspected by the Owner's Deputy Inspector certified by the Building Department unless specifically noted otherwise. Continuous inspection shall be provided for multiple pass welds. F. Welding of reinforcing dowels to structural steel shall be by concrete reinforcement Contractor. See reinforcing notes for welding reinforcing steel. G. Perform welding in sequence indicated on reviewed proposed sequence of field welding submittal. H. Remove all welding splatter after completion of each weld. I. See Structural General Notes for additional welding information and requirements. 3.4 GROUTING OF PLATES A. Be responsible for maintaining bearing plates in proper location and at proper level while they are being grouted. Grouting is specified in Section 03 30 00. 3.5 FIELD QUALITY CONTROL A. A testing agency employed by the Owner shall inspect all shop and field welding, and high-strength bolting. 1. Testing agency shall furnish qualified inspectors. 2. Tests and inspection shall comply with Code requirements, as amended by these Specifications and Building Department regulations. 3. Testing agency will be required to certify in writing upon completion of this work that the welding and high-strength bolting have been performed in accordance with the requirements of the Contract Documents, and with applicable requirements of regulatory agencies having jurisdiction. B. The testing agency shall test 10%of high strength bolts with a manual torque wrench to verify power wrench accuracy if the turn of the nut or calibrated wrench methods of tightening are used. If the direct tension indicator method of tightening is used,the testing agency shall observe the installation of bolts to determine that the approved procedure is properly used and shall determine that the correct indication of tension has been achieved in accordance with the washer manufacturer's instructions. C. The testing agency shall provide ultrasonic inspection of full or partial penetration welds in accordance with AWS D1.1, and ASTM E114 and ASTM A435, modified to use continuous scanning,with the following limitations to the TP-65 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 185 of 630 acceptance criteria of ASTM A435, any discontinuity indication of total loss over a width of one inch or greater measured across the width of the column flange, or less than one inch in width and greater than 6 inches in length, is unacceptable. Areas of internal discontinuities exceeding the maximum permissible limits may be repaired subject to the approval of the Structural Engineer and the Building Department. Sketches of the defect repair will be required for such approvals. 1. The search pattern shall include the entire weld volume. 2. 100% inspection will be required for all shop and field full or partial penetration welds. 3. Prior to fabrication, the following areas of column flanges and girder flanges shall be subject to ultrasonic inspections: a. Within 6 inches either side of each groove welded girder flange-to-column connection. b. Within 3 inches either side of the welded web or web plate-to-column connection. c. Within 6 inches either side of splice point in columns. D. The testing agency shall visually inspect all non-full or partial penetration welds and report on the results of the inspection. E. The Contractor shall, at the completion of the work of this Section(refer also to Section 05300), furnish the Owner a survey of the structural steel frame, signed by a licensed surveyor,to verify compliance with the Drawings and Specifications as to dimensions, plumbness, elevations and tolerances. 3.6 TOUCH-UP A. Clean abraded areas of shop primer and field welds to bright metal, and touch-up with same primer used for shop priming. END OF SECTION SECTION 05 12 13 -ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING 3.11 SUMMARY A. Architecturally exposed structural-steel (AESS) framing. 1. Requirements in Section 05 12 00 "Structural Steel Framing" also apply to AESS. 3.12 DEFINITIONS A. Category 1 AESS: Exposed structural steel that is within 96 inches (2400 mm) vertically and 36 inches (900 mm) horizontally of a walking surface. TP-66 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 186 of 630 B. Category 2 AESS: Exposed structural steel that is within 20 feet(6 m) vertically and horizontally of a walking surface. C. Category 3 AESS: Exposed structural steel that is not defined as Category 1 or Category 2. 3.13 QUALITY ASSURANCE A. Installer Qualifications: City of LA-Certified Erector, Category. B. Fabricator Qualifications: City of LA-Certified Plant, Category STD. C. Mockups for AESS. 3.14 MATERIALS A. Primer: Zinc oxide. B. Etching cleaner for galvanized metal. C. Primer for Galvanized Steel: Water based. 3.15 FABRICATION A. Special care used in handling and fabricating AESS, and the following: 1. Exposed surfaces smooth, square, and free of surface blemishes. 2. Grind cut edges of Category 1 and 2 AESS. 3. Category 1 AESS exposed surfaces free of mill marks. 4. Category 1 and Category 2 AESS exposed surfaces free of seams to maximum extent possible. 5. Blemishes filled, ground, or welded and ground before shop priming. 6. Piece marks hidden or removed after erection. 7. Category 1 AESS fabricated to tolerances in AISC 303 for AESS. 8. Category 2 and Category 3 AESS fabricated to tolerances in AISC 303 for steel that is not AESS. 9. Ends of all AESS hollow structural sections closed. 10. Curved Members: Distortion not visible from a distance of 20 feet(6 m). 11. Coping,Blocking, and Joint Gaps: Uniform gaps of 1/8 inch(3.2 mm)for Category 1 AESS. B. Weld Connections: 1. Continuous, sealed welds at angle to gusset-plate connections and similar locations where Category 1 and 2 AESS is exposed to weather. 2. Continuous uniform welds for Category 1 and 2 AESS. 3. Butt and groove welds ground flush for Category 1 and Category 2 AESS. TP-67 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 187 of 630 4. Butt and groove welds made flush but not ground for Category 3 AESS. 5. Backing bars and runoff tabs removed and steel ground smooth for Category 1 and Category 2 AESS. 6. Exposed connections of Category 1 and Category 2AESS ground smooth where welded on far side. 7. Fillet welds for Category 1 and Category 2 AESS made oversize and ground smooth. 8. Fillet welds for Category 1 and Category 2 AESS made uniform with smooth face but not ground. C. Cleaning Corrosion-Resisting Structural Steel: SSPC-SP 6/NACE No. 3. D. Surface Preparation: SSPC-SP 2 E. Galvanizing: Hot dip. 3.16 ERECTION A. Category 1 and 2 AESS erected to tolerances in AISC 303 for AESS. B. Category 3 AESS erected to tolerances in AISC 303 for steel that is not AESS. C. Connections welded per "Fabrication"Article and as follows: 1. Backing bars and runoff tabs removed and steel ground smooth for Category 1 and Category 2 AESS. 2. Erection bolts removed in Category 1 and Category 2 AESS and holes filled and ground smooth. 3. Weld access holes in Category 1 and Category 2 AESS filled and ground smooth. END OF SECTION 05 12 13 SECTION 09 2300 GYPSUM PLASTERING PART 1 - GENERAL 1.01 SECTION REQUIREMENTS A. Submittals: Product Data. TP-68 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 188 of 630 PART 2 -PRODUCTS 2.01 PERFORMANCE REQUIREMENTS A. Fire-Resistance Ratings: Where indicated,provide gypsum plaster assemblies identical to those of assemblies tested for fire resistance according to ASTM E 119 by a qualified testing agency. B. Sound-Transmission Characteristics: Where indicated, provide gypsum plaster assemblies identical to those of assemblies tested for STC ratings according to ASTM E 90 and classified according to ASTM E 413 by a qualified testing agency. 2.02 LATH A. Expanded-Metal Lath: ASTM C 847,with ASTM A 653/A 653M, G60, hot-dip galvanized zinc coating. 1. Diamond-Mesh Lath: Flat. a. Weight: 2.5 lb/sq.yd., or 3.4 lb/sq.yd. 2. Flat-Rib Lath: Rib depth of not more than 1/8 inch. a. Weight: 2.75 lb/sq.yd. or 3.4 lb/sq.yd. 2.03 ACCESSORIES A. General: Comply with ASTM C 841, and coordinate depth of trim and accessories with thicknesses and number of plaster coats required. B. Metal Accessories: 1. Cornerite: Fabricated from expanded-metal lath with ASTM A 653/A 653M, G60, hot-dip galvanized zinc coating. 2. Striplath: Expanded-metal lath with ASTM A 653/A 653M, G60, hot-dip galvanized zinc coating. 3. Cornerbeads: Small-nose, or Bullnose style, fabricated from zinc-coated (galvanized) steel. 4. Casing Beads: Fabricated from zinc-coated (galvanized) steel; square-edged style; with expanded flanges. 5. Control Joints: Fabricated from zinc-coated (galvanized) steel; one-piece-type, folded pair of unperforated screeds in M-shaped configuration; with perforated flanges and removable protective tape on plaster face of control joint. C. Plastic Accessories: Manufactured from high-impact PVC. 1. Cornerbeads: Small-nose or Bullnose style,with perforated flanges. 2. Plastic Casing Beads: Square-edge style, with perforated flanges. 3. Plastic Control Joints: One-piece type with perforated flanges and removable protective tape on plaster face. TP-69 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 189 of 630 D. Aluminum Trim: Extruded accessories of profiles and dimensions indicated on Drawings. E. Bonding Compound: ASTM C 631. F. Fasteners for Attaching Metal Lath to Substrates: ASTM C 841. G. Sound Attenuation Blankets: ASTM C 665, Type I (unfaced blankets). 2.04 GYPSUM PLASTER A. Base-Coat Plasters: ASTM C 28/C 28M. 1. Lightweight Gypsum Ready-Mixed Plaster: With mill-mixed perlite aggregate. 2. Gypsum Neat Plaster: For use with job-mixed aggregates. 3. High-Strength Gypsum Neat Plaster: With a compressive strength of 2800 psi according to ASTM C 472 for a mix of 100 lb of plaster and 2 cu. ft. of sand. B. Finish-Coat Plasters: 1. Gypsum Gaging Plaster: ASTM C 28/C 28M. 2. Gypsum Ready-Mixed Finish Plaster: Manufacturer's standard,mill-mixed, gaged, interior finish. 3. High-Strength Gypsum Gaging Plaster: ASTM C 28/C 28M,with a compressive strength of 5000 psi according to ASTM C 472 for a neat mix. 4. Lime: ASTM C 206, Type S, special finishing hydrated lime. 5. Aggregates for Float Finishes: ASTM C 35, sand or perlite; graded per ASTM C 842. C. Plaster Mixes: Comply with ASTM C 842 and manufacturer's written instructions for applications indicated. PART 3 -EXECUTION 3.01 INSTALLATION A. Install lath and accessories according to ASTM C 841. B. Bonding Compound: Apply on unit masonry and concrete substrates for direct application of plaster. C. Plaster Application: Comply with ASTM C 842. D. Base-Coat Plaster: TP-70 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 190 of 630 1. Over Expanded-Metal Lath: a. Scratch Coat: Gypsum neat plaster with job-mixed sand. b. Brown Coat: Lightweight-gypsum,ready-mixed plaster. 2. Over Unit Masonry: Lightweight-gypsum,ready-mixed plaster. 3. Over Monolithic Concrete: Gypsum neat plaster with job-mixed sand. E. Finish Coats: 1. Smooth-Troweled Finish: Gypsum gaging plaster and lime putty. 2. Float Finishes: Gypsum gaging plaster and lime putty. 3. Sprayed Finish: Gypsum ready-mixed finish plaster. 4. Textured Finish: Gypsum ready-mixed finish plaster. END OF SECTION SECTION 09 2613 GYPSUM VENEER PLASTERING PART 1 - GENERAL 1.01 SECTION REQUIREMENTS A. Submittals: Product Data. PART 2-PRODUCTS 2.01 PERFORMANCE REQUIREMENTS A. Fire-Resistance-Rated Assemblies: Provide materials and construction identical to those tested in assemblies per ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. B. STC-Rated Assemblies: Provide materials and construction identical to those tested in assemblies per ASTM E 90 and classified per ASTM E 413 by a qualified independent testing and inspecting agency. 2.02 GYPSUM VENEER PLASTER A. Gypsum Veneer Plaster: ASTM C 587, one or two-component veneer plaster system. 2.03 PANEL PRODUCTS A. Panel Size: Provide in maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated. TP-71 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 191 of 630 B. Gypsum Base for Veneer Plaster: ASTM C 1396/C 1396M, in thicknesses indicated. Regular type unless otherwise indicated. C. Backing Panels for Multilayer Application: ASTM C 1396/C 1396M, in thicknesses indicated. Same type as face layer unless otherwise indicated. D. Cementitious Backer Units: ANSI A118.9 or ASTM C 1288, in thicknesses indicated. 2.04 ACCESSORIES A. Trim Accessories: ASTM C 1047, formed from galvanized-steel sheet or aluminum-coated steel sheet;rolled zinc, plastic, or paper-faced galvanized-steel sheet. 1. Provide cornerbead at outside corners unless otherwise indicated. 2. Provide LC-bead (J-bead) at exposed panel edges. 3. Provide control joints where indicated. B. Aluminum Accessories: Extruded aluminum, in profile indicated, and with corrosion-resistant primer compatible with veneer plaster. C. Joint-Reinforcing Materials: ASTM C 587. 1. Joint Tape: As recommended by gypsum veneer plaster manufacturer for applications indicated. 2. Embedding Material: As recommended by gypsum veneer plaster manufacturer. D. Cementitious Backer Unit Joint-Treatment Materials: As recommended by cementitious backer unit manufacturer. E. Bonding Agent: ASTM C 631, polyvinyl acetate. F. Sound-Attenuation Blankets: ASTM C 665, Type I (unfaced). G. Acoustical Sealant for Exposed and Concealed Joints:Nonsag, paintable,nonstaining latex sealant complying with ASTM C 834. 1. Sealants shall have a VOC content of 250 g/L or less. 2. Sealants shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." PART 3 -EXECUTION 3.01 INSTALLATION A. Install panel products to comply with ASTM C 844 and as follows: 1. Isolate veneer plaster assemblies from abutting structural and masonry work. Provide edge trim and acoustical sealant. TP-72 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 192 of 630 2. Single-Layer Fastening Methods: Fasten gypsum panels to supports with screws. 3. Multilayer Fastening Methods: Fasten base layers and face layer separately to supports with screws. B. STC-Rated Assemblies: Comply with ASTM C 919 for locating edge trim and closing off sound-flanking paths around or through assemblies. C. Fire-Resistance-Rated Assemblies: Comply with requirements of listed assemblies. D. Cementitious Backer Units: Comply with ANSI A108.11. E. Apply bonding agent to dry concrete. F. Apply gypsum veneer plaster to comply with ASTM C 843 and manufacturer's written recommendations. 1. One-Component Gypsum Veneer Plaster: Trowel apply base coat over substrate to uniform thickness of 1/16 to 3/32 inch. Fill all voids and imperfections.Allow plaster to set,then scratch and immediately double back with gypsum veneer plaster to uniform total thickness of 3/16 inch 2. Two-Component Gypsum Veneer Plaster: Trowel apply base coat over substrate to uniform thickness of 1/16 to 3/32 inch. Fill all voids and imperfections. Trowel apply finish-coat plaster over base-coat plaster to uniform thickness of 1/16 to 3/32 inch. 3. Radiant-Heat, Two-Component Gypsum Veneer Plaster Ceilings: Apply plaster base coat to sufficiently cover electric heating cables. Trowel plaster parallel in direction of cables to uniform thickness of 3/16 inch. Completely cover cables. After base coat has developed sufficient bond, apply finish coat. Trowel plaster to uniform thickness of 1/16 to 3/32 inch. 4. Where gypsum veneer plaster abuts only metal door frames, windows, and other units, groove finish coat to eliminate spalling. 5. Provide smooth-troweled finish. END OF SECTION SECTION 09 2900 GYPSUM BOARD PART 1 - GENERAL 1.01 SECTION REQUIREMENTS A. Submittals: Product Data. TP-73 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 193 of 630 PART 2-PRODUCTS 2.01 PERFORMANCE REQUIREMENTS A. Fire-Resistance-Rated Assemblies: Provide materials and construction identical to those tested in assemblies per ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. B. STC-Rated Assemblies: Provide materials and construction identical to those tested in assemblies per ASTM E 90 and classified per ASTM E 413 by a qualified independent testing and inspecting agency. 2.02 PANEL PRODUCTS A. Provide in maximum lengths available to minimize end-to-end butt joints. B. Interior Gypsum Board: ASTM C 1396/C 1396M, in thickness indicated, with manufacturer's standard edges. Regular type unless otherwise indicated. C. Exterior Gypsum Soffit Board: ASTM C 1396/C 1396M, in thickness indicated, with manufacturer's standard edges. Regular type unless otherwise indicated. D. Water-Resistant Gypsum Backing Board:ASTM C 1396/C 1396M, in thickness indicated. Regular type unless otherwise indicated. E. Glass-Mat, Water-Resistant Gypsum Backing Board:ASTM C 1178/C 1178M, of thickness indicated. Regular type unless otherwise indicated. F. Cementitious Backer Units: ANSI A118.9,ASTM C 1288, or ASTM C 1325. 2.03 ACCESSORIES A. Trim Accessories: ASTM C 1047, formed from galvanized or aluminum-coated steel sheet, rolled zinc, plastic, or paper-faced galvanized-steel sheet. For exterior trim, use accessories formed from hot-dip galvanized-steel sheet, plastic, or rolled zinc. 1. Provide cornerbead at outside corners unless otherwise indicated. 2. Provide LC-bead (J-bead) at exposed panel edges. 3. Provide control joints where indicated. B. Aluminum Accessories: Extruded-aluminum accessories indicated with manufacturer's standard corrosion-resistant primer. C. Joint-Treatment Materials: ASTM C 475/C 475M. 1. Joint Tape: Paper unless otherwise recommended by panel manufacturer. 2. Joint Compounds: Setting-type compounds. 3. Skim Coat: For final coat of Level 5 finish, use setting-type, sandable topping compound. TP-74 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 194 of 630 4. Cementitious Backer Unit Joint-Treatment Materials: Products recommended by cementitious backer unit manufacturer. D. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate. 1. Adhesive shall have a VOC content of 50 g/L or less. 2. Adhesive shall comply with Green Seal's GS-36 and with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." E. Acoustical Sealant for Exposed and Concealed Joints:Nonsag,paintable,nonstaining latex sealant complying with ASTM C 834. 1. Sealants shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." F. Sound-Attenuation Blankets: ASTM C 665,Type I(unfaced). G. Textured Finish: Polystyrene aggregate ceiling finish where indicated. H. Textured Finish: Aggregate finish where indicated. I. Textured Finish: Acoustical finish where indicated. PART 3 -EXECUTION 3.01 INSTALLATION A. Install gypsum board to comply with ASTM C 840. 1. Isolate gypsum board assemblies from abutting structural and masonry work. Provide edge trim and acoustical sealant. 2. Single-Layer Fastening Methods: Fasten gypsum panels to supports with screws. 3. Multilayer Fastening Methods: Fasten base layers and face layer separately to supports with screws. B. Install cementitious backer units to comply with ANSI A108.11. C. Fire-Resistance-Rated Assemblies: Comply with requirements of listed assemblies. D. Finishing Gypsum Board:ASTM C 840. 1. At concealed areas, unless a higher level of finish is required for fire-resistance-rated assemblies,provide Level 1 finish: Embed tape at joints. 2. At substrates for tile, provide Level 2 finish: Embed tape and apply separate first coat of joint compound to tape, fasteners, and trim flanges. TP-75 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 195 of 630 3. Unless otherwise indicated, provide Level 4 finish: Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges. 4. Where indicated,provide Level 5 finish: Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges.Apply skim coat to entire surface. E. Glass-Mat, Water-Resistant Backing Panels: Finish according to manufacturer's written instructions. F. Cementitious Backer Units: Finish according to manufacturer's written instructions. G. Texture Finish Application: Mix and apply finish using powered spray equipment,to produce a uniform texture free of starved spots or other evidence of thin application or of application patterns. END OF SECTION SECTION 09 9123 INTERIOR PAINTING PART 1 - GENERAL 1.01 SUMMARY A. Section includes surface preparation and field painting of exposed interior items and surfaces. 1. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. B. Paint exposed surfaces, except where these Specifications indicate that the surface or material is not to be painted or is to remain natural. If an item or a surface is not specifically mentioned, paint the item or surface the same as similar adjacent materials or surfaces. If a color of finish is not indicated, City's Representative will select from standard colors and finishes available. C. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels. 1. Prefinished items include the following factory-finished components: a. Architectural woodwork. b. Acoustical wall panels. c. Metal toilet enclosures. d. Metal lockers. e. Unit kitchens. TP-76 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 196 of 630 f. Elevator entrance doors and frames. g. Elevator equipment. h. Finished mechanical and electrical equipment. i. Light fixtures. 2. Concealed surfaces include walls or ceilings in the following generally inaccessible spaces: a. Foundation spaces. b. Furred areas. c. Ceiling plenums. d. Utility tunnels. e. Pipe spaces. f. Duct shafts. g. Elevator shafts. 3. Finished metal surfaces include the following: a. Anodized aluminum. b. Stainless steel. c. Chromium plate. d. Copper and copper alloys. e. Bronze and brass. 4. Operating parts include moving parts of operating equipment and the following: a. Valve and damper operators. b. Linkages. c. Sensing devices. d. Motor and fan shafts. 5. Labels: Do not paint over UL, FMG, or other code-required labels or equipment name, identification,performance rating, or nomenclature plates. 1.02 DEFINITIONS A. General: Standard coating terms defined in ASTM D 16 apply to this Section. 1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an 85-degree meter. 2. Eggshell refers to low-sheen finish with a gloss range between 20 and 35 when measured at a 60-degree meter. 3. Semigloss refers to medium-sheen finish with a gloss range between 35 and 70 when measured at a 60-degree meter. 4. Full gloss refers to high-sheen finish with a gloss range more than 70 when measured at a 60-degree meter. TP-77 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 197 of 630 1.03 SUBMITTALS A. Product Data: For each paint system indicated. Include block fillers and primers. 1. Material List: An inclusive list of required coating materials. Indicate each material and cross-reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification. 2. Manufacturer's Information: Manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material. a. Manufacturer's certification that products comply with"non-lead" requirements as defined in Part 1303 of the Consumer Product Safety Act. B. Samples for Initial Selection: For each type of fmish-coat material indicated. 1. Submit five sets of manufacturer's full line of standard and custom color charts. C. Samples for Verification: For each color and material to be applied,with texture to simulate actual conditions, on representative Samples of the actual substrate. 1. Provide stepped Samples, defining each separate coat, including block fillers and primers. Use representative colors when preparing Samples for review. Resubmit until required sheen, color, and texture are achieved. 2. Provide a list of materials and applications for each coat of each Sample. Label each Sample for location and application. 3. Submit 6 Samples on the following substrates, as applicable to the Work, for City's Representative's review of color and texture only: a. Concrete: 4-inch-square Samples for each color and finish. b. Concrete Unit Masonry: 4-by-8-inch Samples of masonry, with mortar joint in the center, for each finish and color. c. Painted Wood: 8-inch-square Samples for each color and material on hardboard. d. Stained or Natural Wood: 4-by-8-inch Samples of natural- or stained-wood finish on representative wood surfaces. e. Ferrous Metal: 4-inch-square Samples of flat metal and 6-inch-long Samples of solid metal for each color and finish. D. Qualification Data: For Applicator. 1.04 QUALITY ASSURANCE A. Applicator Qualifications: A firm or individual experienced in applying paints and coatings similar in material, design, and extent to those indicated for this Project,whose work has resulted in applications with a record of successful in-service performance. TP-78 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 198 of 630 B. Source Limitations: Obtain block fillers and primers for each coating system from the same manufacturer as the finish coats. Products shall be from the same manufacturer for compatibility. C. Benchmark Samples (Mockups): Provide a full-coat benchmark finish sample for each type of coating and substrate required. Comply with procedures specified in PDCA P5. Duplicate finish of approved sample Submittals. 1. City's Representative will select one room or surface to represent surfaces and conditions for application of each type of coating and substrate. a. Wall Surfaces: Provide samples on at least 100 sq. ft.. b. Small Areas and Items: City's Representative will designate items or areas required. 2. Apply benchmark samples, according to requirements for the completed Work, after permanent lighting and other environmental services have been activated. Provide required sheen, color, and texture on each surface. a. After finishes are accepted, City's Representative will use the room or surface to evaluate coating systems of a similar nature. 3. Final approval of colors will be from benchmark samples. 1.05 DELIVERY, STORAGE,AND HANDLING A. Deliver materials to Project site in manufacturer's original,unopened packages and containers bearing manufacturer's name and label and the following information: 1. Product name or title of material. 2. Product description(generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume,for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. 8. VOC content. B. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum ambient temperature of 45 deg F minimum to 90 deg F. maximum. Maintain storage containers in a clean condition, free of foreign materials and residue. 1. Keep storage area neat and orderly. Remove oily rags and waste daily. 1.06 PROJECT CONDITIONS A. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air are between 50 and 90 deg F. TP-79 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 199 of 630 B. Apply solvent-thinned paints only when temperatures of surfaces to be painted and surrounding air are between 45 and 95 deg F. C. Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds 85 percent; or at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by manufacturer during application and drying periods. PART 2 -PRODUCTS 2.01 MANUFACTURERS A. Products: Subject to compliance with requirements,provide one of the products listed in other Part 2 articles. 1. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01 Section"Product Requirements",Part 2"Product Substitutions"Article. Specific procedures must be followed before use of an unnamed product or manufacturer. B. Manufacturers'Names: Shortened versions (shown in parentheses) of the following manufacturers'names are used in other Part 2 articles. 1. Dunn-Edwards Paint Corporation(Dunn-Edwards). 2. Frazee Paint&Walicovering Company(Frazee). 3. Sherwin-Williams Co. (Sherwin-Williams). 4. Vista Paint Company(Vista). 5. ICI Paints (ICI). 6. Or equal. 2.02 PAINT MATERIALS, GENERAL A. Material Compatibility: Provide block fillers, primers, and finish-coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best-quality paint material of the various coating types specified that are factory formulated and recommended by manufacturer for application indicated. Paint-material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Furnish manufacturer's material data and certificates of performance for proposed substitutions. TP-80 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 200 of 630 C. Chemical Components of Interior Paints and Coatings: Provide products that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24) and the following chemical restrictions: 1. Flat Paints and Coatings: VOC content of not more than 50 g/L. 2. Non-Flat Paints and Coatings: VOC content of not more than 150 g/L. 3. Anticorrosive Coatings: VOC content of not more than 250 g/L. 4. Varnishes and Sanding Sealers: VOC content of not more than 350 g/L. 5. Stains: VOC content of not more than 250 g/L. 6. Aromatic Compounds: Paints and coatings shall not contain more than 1.0 percent by weight of total aromatic compounds (hydrocarbon compounds containing one or more benzene rings). 7. Restricted Components: Paints and coatings shall not contain any of the following: a. Acrolein. b. Acrylonitrile. c. Antimony. d. Benzene. e. Butyl benzyl phthalate. f. Cadmium. g. Di (2-ethylhexyl) phthalate. h. Di-n-butyl phthalate. i. Di-n-octyl phthalate. j. 1,2-dichlorobenzene. k. Diethyl phthalate. 1. Dimethyl phthalate. m. Ethylbenzene. n. Formaldehyde. o. Hexavalent chromium. p. Isophorone. q. Lead. r. Mercury. s. Methyl ethyl ketone. t. Methyl isobutyl ketone. u. Methylene chloride. v. Naphthalene. w. Toluene (methylbenzene). x. 1,1,1-trichloroethane. y. Vinyl chloride. D. Colors: As selected by City's Representative from manufacturer's full range. PART 3 -EXECUTION 3.01 EXAMINATION A. Examine substrates, areas, and conditions,with Applicator present, for compliance with requirements for paint application. TP-81 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 201 of 630 1. Proceed with paint application only after unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. 2. Start of painting will be construed as Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify City's Representative about anticipated problems when using the materials specified over substrates primed by others. 3.02 PREPARATION A. General: Remove hardware and hardware accessories,plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible because of size or weight of the item, provide surface-applied protection before surface preparation and painting. 1. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved. B. Cleaning: Before applying paint or other surface treatments, clean substrates of substances that could impair bond of the various coatings. Remove oil and grease before cleaning. 1. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions and recommendations for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. 2. Cementitious Materials: Prepare concrete, concrete unit masonry, cement plaster, and mineral-fiber-reinforced cement panel surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. a. Use abrasive blast-cleaning methods if recommended by paint manufacturer. b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition before application. Do not paint surfaces if moisture content exceeds that permitted in manufacturer's written instructions. I TP-82 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 202 of 630 3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges, ends,faces,undersides, and back sides of wood, including cabinets, counters, cases, and paneling. c. If transparent finish is required,backprime with spar varnish. d. Backprime paneling on interior partitions where masonry,plaster, or other wet wall construction occurs on back side. e. Seal tops,bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately on delivery. 4. Ferrous Metals: Clean ungalvanized ferrous-metal surfaces that have not been shop coated;remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with SSPC's recommendations. a. Blast steel surfaces clean as recommended by paint system manufacturer and according to SSPC-SP 6/NACE No. 3. b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. c. Touch up bare areas and shop-applied prime coats that have been damaged. Wire-brush, clean with solvents recommended by paint manufacturer, and touch up with same primer as the shop coat. 5. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. r--; D. Material Preparation: Mix and prepare paint materials according to manufacturer's written instructions. 1. Maintain containers used in mixing and applying paint in a clean condition,free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, remove surface film and strain material before using. 3. Use only thinners approved by paint manufacturer and only within recommended limits. __ E. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat when multiple coats of same material are applied. Tint undercoats to match the color of the finish coat,but provide sufficient differences in shade of undercoats to distinguish each separate coat. TP-83 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 203 of 630 3.03 APPLICATION A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Paint colors, surface treatments, and finishes are indicated in the paint schedules. 2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 3. Provide finish coats that are compatible with primers used. 4. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures, grilles, convector covers, covers for finned-tube radiation, and similar components are in place. Extend coatings in these areas, as required,to maintain system integrity and provide desired protection. 5. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before final installation of equipment,paint surfaces behind permanently fixed equipment or furniture with prime coat only. 6. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through registers or grilles. 7. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 8. Sand lightly between each succeeding enamel or varnish coat. B. Scheduling Painting: Apply first coat to surfaces that have been cleaned,pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. The number of coats and film thickness required are the same regardless of application method. Do not apply succeeding coats until previous coat has cured as recommended by manufacturer. If sanding is required to produce a smooth, even surface according to manufacturer's written instructions, sand between applications. 2. Omit primer over metal surfaces that have been shop primed and touchup painted. 3. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. Give special attention to ensure that edges, corners, crevices,welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 4. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until paint has dried to where it feels firm, and does not deform or feel sticky under moderate thumb pressure, and until application of another coat of paint does not cause undercoat to lift or lose adhesion. C. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions. 1. Brushes: Use brushes best suited for type of material applied. Use brush of appropriate size for surface or item being painted. 2. Rollers: Use rollers of carpet, velvet-back, or high-pile sheep's wool as recommended by manufacturer for material and texture required. TP-84 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 204 of 630 3. Spray Equipment: Use airless spray equipment with orifice size as recommended by manufacturer for material and texture required. D. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate to achieve dry film thickness indicated. Provide total dry film thickness of the entire system as recommended by manufacturer. E. Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to items exposed in equipment rooms and occupied spaces. F. Mechanical items to be painted include,but are not limited to,the following: 1. Uninsulated metal piping. 2. Uninsulated plastic piping. 3. Pipe hangers and supports. 4. Tanks that do not have factory-applied final finishes. 5. Visible portions of internal surfaces of metal ducts,without liner,behind air inlets and outlets. 6. Duct, equipment, and pipe insulation having "all-service jacket" or other paintable jacket material. 7. Mechanical equipment that is indicated to have a factory-primed finish for field painting. G. Electrical items to be painted include, but are not limited to,the following: 1. Switchgear. 2. Panelboards. 3. Electrical equipment that is indicated to have a factory-primed finish for field painting. H. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. I. Prime Coats: Before applying finish coats, apply a prime coat, as recommended by manufacturer,to material that is required to be painted or finished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn-through or other defects due to insufficient sealing. J. Pigmented (Opaque)Finishes: Completely cover surfaces as necessary to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks,runs, sags,ropiness, or other surface imperfections will not be acceptable. K. Transparent(Clear)Finishes: Use multiple coats to produce a glass-smooth surface film of even luster. Provide a finish free of laps,runs, cloudiness, color irregularity, brush marks, orange peel,nail holes, or other surface imperfections. 1. Provide satin finish for final coats. TP-85 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 205 of 630 L. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling, such as laps, irregularity in texture, skid marks, or other surface imperfections. M. Completed Work: Match approved samples for color,texture, and coverage. Remove, refinish, or repaint work not complying with requirements. 3.04 FIELD QUALITY CONTROL A. City reserves the right to invoke the following test procedure at any time and as often as City's Representative deems necessary during the period when paint is being applied: 1. City will engage a qualified independent testing agency to sample paint material being used. Samples of material delivered to Project will be taken, identified, sealed, and certified in the presence of Contractor. 2. Testing agency will perform appropriate tests for the following characteristics as required by City: 3. City's Representative may direct Contractor to stop painting if test results show material being used does not comply with specified requirements. Contractor shall remove noncomplying paint from Project site, pay for testing, and repaint surfaces previously coated with the noncomplying paint. If necessary, Contractor may be required to remove noncomplying paint from previously painted surfaces if, on repainting with specified paint,the two coatings are incompatible. 3.05 CLEANING A. Cleanup: At the end of each workday, remove empty cans, rags,rubbish, and other discarded paint materials from Project site. 1. After completing painting, clean glass and paint-spattered surfaces. Remove spattered paint by washing and scraping without scratching or damaging adjacent finished surfaces. 3.06 PROTECTION A. Protect work of other trades, whether being painted or not, against damage from painting. Correct damage by cleaning,repairing or replacing, and repainting, as approved by City's Representative. B. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting operations, remove temporary protective wrappings provided by others to protect their work. 1. After work of other trades is complete,touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in PDCA P1. TP-86 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 206 of 630 3.07 INTERIOR PAINT SCHEDULE Substrate Coat Frazee Dunn-Edwards ICI Dulux:,. Sherwin-:. Vista Williams Interior Wood 1st 066 W715 LM9116 PrepRite 6000 Envirokote Ultra-Grip Classic Earthcoat Low Sheen, LifeMaster Acrylic Primer Primer Primer Primer B28W101 Non-Blocking 2nd 029 W7300 LM9300 ProClassic 6200 Carefree Envirokote Satin B20 Spartasheen LifeMaster Series Earthcoat Eggshell Velvasheen 3rd 029 W7300 LM9300 ProClassic 6200 Carefree Envirokote Satin B20 Spartasheen LifeMaster Series Earthcoat Eggshell Velvasheen Interior Wood 1st 066 W715 LM9116 PrepRite 6000 Semi-gloss, Envirokote LifeMaster Classic Earthcoat Acrylic Ultra-Grip Primer Primer Primer Non-Blocking B28W101 2nd 128 Satin W7500 LM9200 ProClassic 6400 Carefree Glide Semi-Gloss Spartaglo LifeMaster B20 Series Semi-gloss II SG 3rd 128 Satin W7500 LM9200 ProClassic 6400 Carefree Glide Semi-Gloss Spartaglo LifeMaster B20 Series Semi-gloss II SG TP-87 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 207 of 630 Gypsum 1st 066 W 101 V LM9116 Harmony 6000 Board, Envirokote Latex Earthcoat Vinylastic LifeMaster Eggshell Primer Primer Primer Primer 2nd 029 W7400 LM9300 Harmony 6300 Carefree Envirokote Latex Earthhcoat Spartashell LifeMaster Eggshell Eg-Shel Eggshell 3rd 029 W7400 LM9300 Harmony 6300 Carefree Envirokote Latex Earthhcoat Spartashell LifeMaster Eggshell Eg-Shel Eggshell Gypsum 1st 066 W 101 V LM9116 PrepRite 6000 Board, Low Envirokote Classic Earthcoat Sheen, Vinylastic LifeMaster Acrylic Primer Primer Primer Primer Non-Blocking 2nd 029 W7300 LM9300 ProClassic 6200 Carefree Envirokote Satin B20 Spartasheen LifeMaster Earthcoat Eggshell Velvasheen 3rd 029 W7300 LM9300 ProClassic 6200 Carefree Envirokote Satin B20 Spartasheen LifeMaster Earthcoat Eggshell Velvasheen Gypsum 1st 066 W 101 V LM9116 PrepRite 6000 Board, Envirokote Primer Earthcoat Vinylastic LifeMaster B28W400 Semi-gloss, Primer Primer Acrylic Primer 2nd 128 Satin W7500 LM9200 ProMar 200 8200 Carefree Glide Semi-Gloss Spartaglo LifeMaster Velvasheen II SG TP-88 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 208 of 630 3rd 128 Satin W7500 LM9200 ProMar 200 8200 Carefree Glide Semi-Gloss Spartaglo LifeMaster Velvasheen II SG END OF SECTION SECTION 09 9600 HIGH-PERFORMANCE COATINGS PART 1 - GENERAL 1.01 SUMMARY A. Section includes surface preparation and field application of high-performance coating systems to items and surfaces scheduled. 1.02 DEFINITIONS A. Standard coating terms defined in ASTM D16 apply to this Section. B. Gloss ranges used in this Section include the following: 1. Semigloss refers to medium-sheen finish with a gloss range between 30 and 65 when measured at a 60-degree meter. 2. High gloss refers to high-sheen finish with a gloss range more than 65 when measured at a 60-degree meter. 1.03 SUBMITTALS A. Product Data: For each coating system indicated. Include block fillers and primers. 1. Material List: An inclusive list of required coating materials. Indicate each material and cross-reference the specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification. 2. Manufacturer's Information: Manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each material specified. B. Certification by manufacturer that products supplied comply with requirements indicated that limit the amount of VOCs in coating products. TP-89 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 209 of 630 C. Samples for Initial Selection: Manufacturer's color charts showing the full range of colors available for each type of finish-coat material indicated. 1. After color selection, Owner's Representative will furnish color chips for surfaces to be coated. D. Samples for Verification: For each color and material to be applied,with texture to simulate actual conditions, on representative samples of the actual substrate. 1. Provide stepped Samples defining each separate coat, including block fillers and primers. Use representative colors when preparing Samples for review. Resubmit until required sheen, color, and texture are achieved. 2. List of material and application for each coat of each sample. Label each sample for location and application. 3. Submit samples on the following substrates if being used on the project for Owner's Representative's review of color and texture: a. Concrete: Provide two 4-inch- square samples for each color and finish. b. Concrete Masonry: Provide two 8-inch- square samples of masonry, with mortar joint in the center, for each finish and color. c. Ferrous and Nonferrous Metal: Provide two 4-inch- square samples of flat metal and two 8-inch- long samples of solid metal for each color and finish. E. Qualification Data: For firms and persons specified in "Quality Assurance"Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. 1.04 QUALITY ASSURANCE A. Applicator Qualifications: Engage an experienced applicator who has completed high-performance coating system applications similar in material and extent to those indicated for Project and whose work has a record of successful in-service performance. B. Source Limitations: Obtain primers and undercoat materials for each coating system from the same manufacturer as the finish coats. C. Benchmark Samples (Mockups): Provide a full-coat benchmark finish sample of each type of coating and substrate required. Comply with procedures specified in PDCA P5. Duplicate finish of approved sample Submittals. 1. Owner's Representative will select one room, area, or surface to represent surfaces and conditions for application of each type of coating and substrate. a. Wall Surfaces: Provide samples on at least 100 square feet of wall surface. b. Small Areas and Items: Owner's Representative will designate items or areas required. TP-90 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 210 of 630 2. After permanent lighting and other environmental services have been activated, apply coatings in this room or to each surface as specified. Provide the required sheen, color, and texture of each surface. a. After finishes are accepted, Owner's Representative will use the room or surface to evaluate coating systems of a similar nature. 3. Final approval of colors will be from benchmark samples. 1.05 DELIVERY, STORAGE,AND HANDLING A. Deliver materials to Project site in manufacturer's original,unopened packages and containers bearing manufacturer's name and label with the following information: 1. Name or title of material. 2. Product description(generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume,for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. 8. Handling instructions and precautions. B. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum ambient temperature of 45°F. Maintain containers used in storage in a clean condition, free of foreign materials and residue. 1. Keep storage area neat and orderly. Remove oily rags and waste daily. Take necessary measures to ensure that workers and work areas are protected from fire and health hazards resulting from handling, mixing, and applying coatings. 1.06 PROJECT CONDITIONS A. Apply coatings only when temperature of surfaces to be coated and surrounding air temperatures are between 45 and 95°F. B. Do not apply coatings in rain, fog, or mist; when relative humidity exceeds 85 percent; at temperatures less than 5°F above the dew point; or to damp or wet surfaces. 1. Allow wet surfaces to dry thoroughly and attain temperature and conditions specified before proceeding with or continuing coating operation. PART 2 -PRODUCTS 2.01 MANUFACTURERS A. Products: Subject to compliance with requirements, provide one of the products indicated in the coating system descriptions. Products listed are based on products produced by Tnemec Company, Inc. TP-91 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 211 of 630 1. Only coatings that meet or exceed the performance of those identified in this Section will be considered. 2. Where the manufacturer's coating recommendations exceed those listed, use the more stringent requirement. The coating thickness and coverage rate shall not be less than specified in this Section. 3. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01 Section"Product Requirements",Part 2 "Product Substitutions"Article. Specific procedures must be followed before use of an unnamed product or manufacturer. B. Manufacturers'Names: The following manufacturers are referred to in the coating system descriptions by shortened versions of their names shown in parenthesis: 1. Carboline Company(Carboline). 2. DuPont Company,High Performance Coatings (DuPont). 3. ICI Dulux Paints;Devoe Coatings (ICI). 4. International Protective Coatings; Courtaulds Coatings (International). 5. Moore: Benjamin Moore& Co. (Moore). 6. Pittsburgh Paint;PPG Industries,Inc. (PPG). 7. Rust-Oleum Corporation(R-O). 8. Sherwin Williams;Industrial and Marine Coatings (S-W). 9. Tnemec Company,Inc. (Tnemec). 10. Or Equal. 2.02 COATINGS MATERIALS, GENERAL A. Material Compatibility: Provide primers, undercoats, and finish-coat materials that are compatible with one another and substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's highest grade of the various high-performance coatings specified. Materials not displaying manufacturer's product identification are not acceptable. C. Chemical Components of Interior Coatings: Provide products that comply with most current South Coast Air Quality Management District(SCAQMD) regulations. 2.03 COLORS A. Colors: Match Owner's Representative's samples if available or as selected by Owner's Representative from manufacturer's full range. 2.04 HIGH-PERFORMANCE COATING SYSTEMS A. Exterior Exposed Steel:Non-galvanized ferrous metal surfaces exposed to sunlight or public contact. 1. System: Zinc-rich Urethane Primer/Epoxy/Waterborne Polyurethane—Gloss Finish. TP-92 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 212 of 630 a. Surface Preparation: SSPC SP-6 Commercial Blast Cleaning. 1) Spot repair surface preparation: SSPC-SP-11 Power Tool Clean to Bare Metal. b. Shop or Field Primer: Tnemec Series 90-97 Tneme-Zinc at 2.5—3.5 mils DFT. c. Shop-Only Primer: Tnemec Series 90-H20 Tneme-Zinc at 2.5—3.5 mils DFT d. Intermediate Coat: Tnemec Series L69 Hi Build Epoxoline II at 4.0—6.0 mils DFT. e. Color Finish Coat: Tnemec Series 1080 Endura-Shield W.B. at 2.0—3.0 mils DFT. 2. Quality Assurance Standards: a. ASTM B117: System shall pass 5,000 hours salt fog corrosion test. b. ASTM G63: Finish shall pass with 100 percent gloss retention and no more than 2.25 MacAdam Units color change after 5,000 hours exposure. c. ASTM D3363: Finish coat hardness shall show no gouging or scratching with a 2H or less pencil. d. ASTM D4060 (CS17 Wheel, 500 gram load): Finish coat shall pass no more than 23 mg loss after 1,000 cycles. B. Exposed Factory-Primed or Previously Coated Steel: 1. System: Surface Tolerant Moisture Cured Aromatic Urethane/Waterborne Polyurethane Finish. a. Surface Preparation: 1) SSPC SP1, followed by SSPC SP-2 and SSPC SP-3 at all surfaces to remove loose previous coating, rust or millscale. 2) Verify compatibility with existing coating by applying a test patch of Series 530 Omnithane at 2.0—4.0 mils DFT. 3) Touch-up Repairs: Apply Series 530 Omnithane to bare metal surfaces at 2.0—4.0 mils DFT. Where the shop primer is incompatible with the finish system,the same spot primer shall be used as a tie-coat. b. Spot Primer: Tnemec Series 530 Omnithane at 2.0—4.0 mils DFT. c. Tie Coat: Where the existing primed surface is incompatible with the finish system, apply Tnemec Series 530 Omnithane at 3.0 mils DFT over the entire surface. d. Finish Coat: Tnemec Series 1080 Endura Shield at 2.0—3.0 mils DFT. e. Total dry film thickness shall not exceed 7.0 mils. 2. Quality Assurance Standards: TP-93 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 213 of 630 a. ASTM D3363: Finish coat hardness shall show no gouging or scratching with a 2H or less pencil. b. ASTM D4060 (CS 17 Wheel, 500 gram load): Finish coat shall show no more than 23 mg loss after 1,000 cycles (average of three tests). c. Coating compatibility shall be tested per manufacturer's requirements prior to application. d. ASTM B117:No blistering, cracking,rusting, or delamination of film. System shall show no more than 1/32-inch rust creepage at scribe after 5,000 hours salt fog corrosion test. e. ASTM G53: Finish shall show no more than 2 percent loss of gloss and 2.25 DED FMCII color change after 5,000 hours of exposure. f. ASTM D4585:No blistering, cracking, rusting, or delamination of film after 2,000 hours exposure. PART 3 -EXECUTION 3.01 EXAMINATION A. With Applicator present, examine substrates and conditions under which high-performance coatings will be applied, for compliance with coating application requirements. 1. Apply coatings only after unsatisfactory conditions have been corrected and surfaces to receive coatings are thoroughly dry. 2. Start of application is construed as Applicator's acceptance of surfaces within that particular area. B. Coordination of Work: Review other Sections in which primers or other coatings are provided to ensure compatibility of total systems for various substrates. On request, furnish information on characteristics of specified finish materials to ensure compatible primers. 1. If a potential incompatibility of primers applied by others exists, obtain the following from the primer Applicator before proceeding: a. Confirmation of primer's suitability for expected service conditions. b. Confirmation of primer's ability to be top coated with materials specified. 2. Notify Owner's Representative about anticipated problems before using the coatings specified over substrates primed by others. 3.02 PREPARATION A. General: Remove plates,machined surfaces, and similar items already in place that are not to be coated. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and coating. 1. After completing coating operations, reinstall items that were removed; use workers skilled in the trades involved. TP-94 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 214 of 630 B. Cleaning: Before applying high-performance coatings, clean substrates of substances that could impair bond of coatings. Remove oil and grease before cleaning. 1. Schedule cleaning and coating application so dust and other contaminates from cleaning process will not fall on wet,newly coated surfaces. C. Surface Preparation: Clean and prepare surfaces to be coated in accordance with manufacturer's written instructions for each substrate condition and as specified.Refer to Part 2 Article "High-Performance Coating Systems"for additional requirements. 1. Provide barrier coats over incompatible primers or remove primers and reprime substrate. 2. Cementitious Substrates: Prepare concrete,brick, concrete masonry block,and cement plaster surfaces to be coated. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing,use mechanical methods to prepare surfaces. a. Use abrasive blast-cleaning methods if recommended by coating manufacturer. b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition before application. Do not coat surfaces if moisture content exceeds that permitted in manufacturer's written instructions. 3. Ferrous-Metal Substrates: Clean ungalvanized ferrous-metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with SSPC recommendations. a. Blast-clean steel surfaces as recommended by coating manufacturer and in accordance with SSPC-SP 10/NACE No. 2. b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. c. Touch up bare areas and shop-applied prime coats that have been damaged. Wire brush, solvent clean, and touch up with same primer as the shop coat. 4. Nonferrous-Metal Substrates: Clean nonferrous and galvanized surfaces in accordance with manufacturer's written instructions for the type of service, metal substrate, and application required. a. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. D. Material Preparation: Carefully mix and prepare coating materials in accordance with manufacturer's written instructions. 1. Maintain containers used in mixing and applying coatings in a clean condition, free of foreign materials and residue. TP-95 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 215 of 630 2. Stir materials before applying to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into the material. Remove film and, if necessary, strain coating material before using. 3. Use only the type of thinners approved by manufacturer and only within recommended limits. E. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of the same material are to be applied. Tint undercoats to match color of finish coat and provide sufficient difference in shade of undercoats to distinguish each separate coat. 3.03 APPLICATION A. General: Apply high-performance coatings in accordance with manufacturer's written instructions. 1. Use applicators and techniques best suited for the material being applied. 2. Do not apply high-performance coatings over dirt,rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to forming a durable coating film. 3. Coating colors, surface treatments, and finishes are indicated in the coating system descriptions. 4. Provide finish coats compatible with primers used. 5. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures, convector covers, grilles, covers for finned-tube radiation, and similar components are in place. Extend coatings in these areas, as required, to maintain system integrity and provide desired protection. a. Coat surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before final installation, coat surfaces behind permanently fixed equipment or furniture with prime coat only. b. Coat back sides of access panels,removable or hinged covers, and similar hinged items to match exposed surfaces. B. Scheduling Coating: Apply first coat to surfaces that have been cleaned,pretreated, or otherwise prepared for coating as soon as practicable after preparation and before subsequent surface deterioration. 1. The number of coats and film thickness required is the same regardless of application method. a. Omit primer on metal surfaces that have been shop primed and touchup painted. b. Do not apply succeeding coats until previous coat has cured as recommended by manufacturer. c. Where manufacturer's written instructions require sanding, sand between applications to produce a smooth, even surface. d. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until coating has dried to where it feels firm, does TP-96 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 216 of 630 not deform or feel sticky under moderate thumb pressure, and application of another coat does not cause undercoat to lift or lose adhesion. 2. If undercoats or other conditions show through final coat, apply additional coats until cured film has a uniform coating finish, color, and appearance. Give special attention to edges, corners, crevices,welds, exposed fasteners, and similar surfaces to ensure that they receive a dry film thickness equivalent to that of flat surfaces. C. Application Procedures: Apply coatings by brush, roller, spray, or other applicators in accordance with manufacturer's written instructions. 1. Brush Application: Use brushes best suited for material applied and of appropriate size for the surface or item being coated. a. Apply primers and first coats by brush unless manufacturer's written instructions permit using roller or mechanical applicators. b. Brush out and work brush coats into surfaces in an even film. c. Eliminate cloudiness, spotting, holidays, laps, brush marks,runs, sags, ropiness, or other surface imperfections. Neatly draw glass lines and color breaks. 2. Rollers: Use rollers of carpet,velvet back, or high-pile sheep's wool as recommended by manufacturer for the material and texture required. 3. Spray Equipment: Use mechanical methods to apply coating if permitted by manufacturer's written instructions and governing regulations. a. Use spray equipment with orifice size recommended by manufacturer for material and texture required. b. Apply each coat to provide the equivalent hiding of brush-applied coats. c. Do not double back with spray equipment building-up film thickness of two coats in one pass, unless recommended by manufacturer. D. Minimum Coating Thickness: Apply each material no thinner than manufacturer's recommended spreading rate. Provide total dry film thickness of the entire system as recommended by manufacturer. E. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. F. Prime Coats: Before applying finish coats, apply a prime coat of material, as recommended by manufacturer,to material required to be coated or finished that has not been prime coated by others. 1. Recoat primed and sealed substrates if there is evidence of suction spots or unsealed areas in first coat,to ensure a finish coat with no burn-through or other defects caused by insufficient sealing. G. Completed Work: Match approved Samples for color,texture, and coverage. Remove, refinish, or recoat work that does not comply with specified requirements. TP-97 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 217 of 630 3.04 FIELD QUALITY CONTROL A. Owner reserves the right to invoke the following procedure at any time and as often as Ownwer's Representative deems necessary during the period when coatings are being applied: 1. Owner will engage the services of a qualified testing agency to sample coating material being used. Samples of material delivered to Project site will be taken, identified, sealed, and certified in presence of Contractor. 2. Testing agency will perform appropriate tests for the following characteristics as required by Owner's Representative: a. Quantitative materials analysis. b. Absorption. c. Accelerated weathering. d. Accelerated yellowness. e. Color retention. f. Alkali and mildew resistance. g. Abrasion resistance. h. Apparent reflectivity. i. Washability. j. Dry opacity. k. Recoating. 1. Skinning. 3. Owner's Representative may direct Contractor to stop applying coatings if test results show materials being used do not comply with specified requirements. Contractor shall remove noncomplying coating materials from Project site, pay for testing, and recoat surfaces coated with rejected materials. If necessary, Contractor may be required to remove rejected materials from previously coated surfaces if, on recoating with specified materials,the two coatings are not compatible. 3.05 CLEANING A. Cleanup: At end of each workday, remove rubbish, empty cans,rags, and other discarded materials from Project site. 1. After completing coating application, clean spattered surfaces. Remove spattered coatings by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. 3.06 PROTECTION A. Protect work of other trades, whether being coated or not, against damage from coating operation. Correct damage by cleaning, repairing,replacing, and recoating, as approved by Owner's Representative, and leave in an undamaged condition. TP-98 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 218 of 630 1. Provide "Wet Paint" signs to protect newly coated finishes. After completing coating operations,remove temporary protective wrappings provided by others to protect their work. 2. At completion of construction activities of other trades,touch up and restore damaged or defaced coated surfaces. Comply with procedures specified in PDCA P 1. END OF SECTION SECTION 22 0500 COMMON WORK RESULTS FOR PLUMBING PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following: 1. Piping materials and installation instructions common to most piping systems. 2. Transition fittings. 3. Mechanical sleeve seals. 4. Sleeves. 5. Escutcheons. 6. Grout. 7. Plumbing demolition. 8. Painting and finishing. 9. Supports and anchorages. 1.02 DEFINITIONS A. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe chases, unheated spaces immediately below roof, space above ceilings, unexcavated spaces, crawlspaces, and tunnels. B. Exposed,Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical equipment rooms. C. Exposed,Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather conditions. Examples include rooftop locations. D. Concealed,Interior Installations: Concealed from view and protected from physical contact by building occupants. Examples include above ceilings and in chases. E. The following are industry abbreviations for plastic materials: 1. ABS: Acrylonitrile-butadiene-styrene plastic. 2. CPVC: Chlorinated polyvinyl chloride plastic. 3. PE: Polyethylene plastic. 4. PVC: Polyvinyl chloride plastic. TP-99 I City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 219 of 630 F. The following are industry abbreviations for rubber materials: 1. EPDM: Ethylene-propylene-diene terpolymer rubber. 2. NBR: Acrylonitrile-butadiene rubber. 1.03 SUBMITTALS A. Product Data: For the following: 1. Transition fittings. 2. Dielectric fittings. 3. Mechanical sleeve seals. 4. Escutcheons. B. Welding certificates: Certificates shall be applicable for materials to be joined at the job-site. 1.04 QUALITY ASSURANCE A. Steel Support Welding: Qualify processes and operators according to AWS D1.1, "Structural Welding Code--Steel." B. Steel Pipe Welding: Qualify processes and operators according to ASME Boiler and Pressure Vessel Code: Section IX, "Welding and Brazing Qualifications." 1. Comply with provisions in ASME B31 Series, "Code for Pressure Piping." 2. Certify that each welder has passed AWS qualification tests for welding processes involved and that certification is current. C. Electrical Characteristics for Plumbing Equipment: Equipment of higher electrical characteristics may be furnished provided such proposed equipment is approved in writing and connecting electrical services, circuit breakers, and conduit sizes are appropriately modified. If minimum energy ratings or efficiencies are specified, equipment shall comply with requirements. D. Piping penetration through fire-rated construction assemblies, including accessory components; sleeves, sealants, packing materials and methods, and installation shall meet the requirements of the CBC, and shall be California State Fire Marshal approved. Firestopping details shall bear the UL label, indicate F-rating,T-rating, and shall meet the requirements of the California Building Code. E. Groove-less clamps, cut groove pipe and fittings,reducing couplings, mechanical tees or saddle fittings are prohibited. 1.05 DELIVERY, STORAGE,AND HANDLING A. Deliver pipes and tubes with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe end damage and to prevent entrance of dirt, debris, and moisture. B. Store plastic pipes protected from direct sunlight. Support to prevent sagging and bending. TP-100 I City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 220 of 630 1.06 COORDINATION A. Arrange for pipe spaces, chases, slots, and openings in building structure during progress of construction,to allow for plumbing installations. B. Coordinate installation of required supporting devices and set sleeves in poured-in-place concrete and other structural components as they are constructed. C. Coordinate requirements for access panels and doors for plumbing items requiring access that are concealed behind finished surfaces. Coordinate to avoid access panels at hard lid ceiling if possible. Access panel shall be located in accessible area for maintenance convenience and safety and limit disturbance to the public. D. Coordinate with other sections of the specifications for the applicability of materials specified in this section. Not every product or material listed may be used. E. Coordinate requirements of this section with actual work to be performed. This section is general in scope for basic materials and methods, some of which may not actually apply to this project. PART 2-PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements,provide products by the manufacturers specified. 2.02 PIPE,TUBE,AND FITTINGS A. Refer to individual Division 22 piping Sections for pipe,tube, and fitting materials and joining methods. B. Pipe Threads: ASME B1.20.1 for factory-threaded pipe and pipe fittings. 2.03 JOINING MATERIALS A. Refer to individual Division 22 piping Sections for special joining materials not listed below. B. Pipe-Flange Gasket Materials: Suitable for chemical and thermal conditions of piping system contents. 1. ASME B16.21,nonmetallic, flat, asbestos-free, 1/8-inch maximum thickness unless thickness or specific material is indicated. a. Full-Face Type: For flat-face, Class 125, cast-iron and cast-bronze flanges. b. Narrow-Face Type: For raised-face, Class 250, cast-iron and steel flanges. 2. AWWA C110,rubber, flat face, 1/8 inch thick, unless otherwise indicated; and full-face or ring type, unless otherwise indicated. C. Flange Bolts and Nuts: Bolts shall be United States Customary System bolts and nuts (e.g. 3/4"). Metric bolts and nuts shall are prohibited. Bolts and nuts shall be SAE Grade 5 hot-dip galvanized steel or stainless steel with heavy hex nuts. TP-101 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 221 of 630 D. Plastic,Pipe-Flange Gasket,Bolts, and Nuts: Type and material recommended by piping system manufacturer, unless otherwise indicated. E. Solder Filler Metals: ASTM B 32, lead-free alloys. Include water-flushable flux according to ASTM B 813. F. Brazing Filler Metals: AWS A5.8,BCuP Series, BCup3 or BCUp4, copper-phosphorus alloys for general-duty brazing, unless otherwise indicated; and AWS A5.8, BAg1, silver alloy for refrigerant piping,unless otherwise indicated. G. Welding Filler Metals: Comply with AWS D10.12 for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded. H. Solvent Cements for Joining Plastic Piping: 1. ABS Piping: ASTM D 2235. 2. CPVC Piping: ASTM F 493. 3. PVC Piping: ASTM D 2564. Include primer according to ASTM F 656. 4. PVC to ABS Piping Transition: ASTM D 3138. I. Fiberglass Pipe Adhesive: As furnished or recommended by pipe manufacturer. 2.04 TRANSITION FITTINGS A. AWWA Transition Couplings: Same size as, and with pressure rating at least equal to and with ends compatible with, piping to be joined. 1. Manufacturers: a. Cascade Waterworks Mfg. Co. b. Dresser Industries, Inc.;DMD Div. c. Ford Meter Box Company, Incorporated (The); Pipe Products Div. d. JCM Industries. e. Smith-Blair,Inc. f. Viking Johnson. g. Or equal. 2. Underground Piping NPS 1-1/2 and Smaller: Manufactured fitting or coupling. 3. Underground Piping NPS 2 and Larger: AWWA C219, metal sleeve-type coupling. 4. Aboveground Pressure Piping: Pipe fitting. B. Plastic-to-Metal Transition Fittings: CPVC one-piece fitting with manufacturer's Schedule 80 equivalent dimensions; one end with threaded brass insert, and one solvent-cement-joint end. 1. Manufacturers: a. Eslon Thermoplastics. b. Or equal. TP-102 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 222 of 630 C. Plastic-to-Metal Transition Adaptors: One-piece fitting with manufacturer's SDR 11 equivalent dimensions; one end with threaded brass insert, and one solvent-cement-joint end. 1. Manufacturers: a. Thompson Plastics,Inc. b. Or equal. D. Plastic-to-Metal Transition Unions: MSS SP-107, CPVC four-part union. Include brass end, solvent-cement-joint end,rubber 0-ring, and union nut. 1. Manufacturers: a. NIBCO INC. b. NIBCO, Inc.; Chemtrol Div. c. Or equal. E. Flexible Transition Couplings for Underground Nonpressure Drainage Piping: ASTM C 1173 with elastomeric sleeve, ends same size as piping to be joined, and corrosion-resistant metal band on each end. 1. Manufacturers: a. Cascade Waterworks Mfg. Co. b. Fernco,Inc. c. Mission Rubber Company. d. Plastic Oddities,Inc. e. Or equal. 2.05 MECHANICAL SLEEVE SEALS A. Description: Modular sealing element unit, designed for field assembly,to fill annular space between pipe and sleeve. 1. Manufacturers: a. Advance Products & Systems, Inc. b. Calpico, Inc. c. Metraflex Co. d. Pipeline Seal and Insulator,Inc. e. Thunderline Modular Seals: Link-seal f. Or equal. 2. Sealing Elements: EPDM interlocking links shaped to fit surface of pipe. Include type and number required for pipe material and size of pipe. 3. Pressure Plates: Stainless steel. Include two for each sealing element. 4. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to sealing elements. Include one for each sealing element. 5. Link-Seal shall be basis of design. Equal products may be submitted. TP-103 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 223 of 630 2.06 SLEEVES A. Galvanized-Steel Sheet: 0.0239-inch minimum thickness; round tube closed with welded longitudinal joint. B. Steel Pipe: ASTM A 53, Type E, Grade B, Schedule 40, galvanized,plain ends. C. Stack Sleeve Fittings: Manufactured, cast-iron sleeve with integral clamping flange. Include clamping ring and bolts and nuts for membrane flashing. 1. Underdeck Clamp: Clamping ring with set screws. D. PVC Pipe: ASTM D 1785, Schedule 40. 2.07 ESCUTCHEONS A. Description: Manufactured wall and ceiling escutcheons and floor plates,with an ID to closely fit around pipe,tube, and insulation of insulated piping and an OD that completely covers opening. B. One-Piece,Deep-Pattern Type: Deep-drawn,box-shaped brass with polished chrome-plated finish. C. One-Piece, Cast-Brass Type: With set screw. 1. Finish: Polished chrome-plated and rough brass. D. Split-Casting, Cast-Brass Type: With concealed hinge and set screw. 1. Finish: Polished chrome-plated and rough brass. E. One-Piece,Floor-Plate Type: Cast-iron floor plate. F. Split-Casting, Floor-Plate Type: Cast brass with concealed hinge and set screw. PART 3 -EXECUTION 3.01 PIPING SYSTEMS- COMMON REQUIREMENTS A. Install piping according to the following requirements and Division 22 Sections specifying piping systems. B. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated unless deviations to layout are approved on Coordination Drawings. C. Install piping in concealed locations, unless otherwise indicated and except in equipment rooms and service areas. D. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise. TP-104 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 224 of 630 E. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal. F. Install piping to permit valve servicing. G. Install piping at indicated slopes. H. Install piping free of sags and bends. I. Install fittings for changes in direction and branch connections. J. Install piping to allow application of insulation where specified. K. Select system components with pressure rating equal to or greater than system operating pressure. L. Install escutcheons for penetrations of walls, ceilings, and floors according to the following: 1. New Piping: a. Piping with Fitting or Sleeve Protruding from Wall: One-piece, deep-pattern type. b. Chrome-Plated Piping: One-piece, cast-brass type with polished chrome-plated finish. c. Insulated Piping: One-piece, stamped-steel type with spring clips. d. Bare Piping at Wall and Floor Penetrations in Finished Spaces: One-piece, cast-brass type with polished chrome-plated finish. e. Bare Piping at Ceiling Penetrations in Finished Spaces: One-piece, cast-brass type with polished chrome-plated finish. f. Bare Piping in Unfinished Service Spaces: One-piece, cast-brass type with polished chrome-plated finish. g. Bare Piping in Equipment Rooms: One-piece, cast-brass type. h. Bare Piping at Floor Penetrations in Equipment Rooms: One-piece, floor-plate type. 2. Existing Piping: Use the following: a. Chrome-Plated Piping: Split-casting, cast-brass type with chrome-plated finish. b. Insulated Piping: Split-plate, stamped-steel type with concealed hinge and spring clips. c. Bare Piping at Wall and Floor Penetrations in Finished Spaces: Split-casting, cast-brass type with chrome-plated finish.. d. Bare Piping at Ceiling Penetrations in Finished Spaces: Split-casting, cast-brass type with chrome-plated finish. e. Bare Piping in Unfinished Service Spaces: Split-casting, cast-brass type with rough-brass finish. f. Bare Piping in Equipment Rooms: Split-casting, cast-brass type. g. Bare Piping at Floor Penetrations in Equipment Rooms: Split-casting, floor-plate type. TP-105 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 225 of 630 M. Mounting hardware, including nuts,bolts and washers for outdoor applications and below grade applications must be of stainless steel materials. N. Sleeves are not required for core-drilled holes, except in L Occupancies floors and other locations,where spill control is required. O. Install sleeves for pipes passing through interior concrete and masonry walls, gypsum-board partitions, and concrete floor and roof slabs. 1. Cut sleeves to length for mounting flush with both surfaces. a. Exception: Extend sleeves installed in floors of mechanical equipment areas or other wet areas 2 inches above finished floor level. Extend cast-iron sleeve fittings below floor slab as required to secure clamping ring if ring is specified. b. Exception: Extend sleeves installed in floors for areas indicated on fire code drawings as "Group L Occupancy"4 inches above finished floor level, including slabs on grade. 2. Install sleeves in new walls and slabs as new walls and slabs are constructed. 3. Install sleeves that are large enough to provide 1/4-inch annular clear space between sleeve and pipe or pipe insulation. Use the following sleeve materials: a. Steel Pipe Sleeves: For pipes smaller than NPS 6. b. Steel Sheet Sleeves: For pipes NPS 6 and larger, penetrating gypsum-board partitions. c. Stack Sleeve Fittings: For pipes penetrating floors with membrane waterproofing. Secure flashing between clamping flanges. Install section of cast-iron soil pipe to extend sleeve to 2 inches above finished floor level. 1) Seal space outside of sleeve fittings with grout. 4. Except for underground wall penetrations, seal annular space between sleeve and pipe or pipe insulation, using joint sealants appropriate for size, depth, and location of joint. 5. Sleeve application and installation shall comply with CBC requirements and UL approved Firestopping Details P. Aboveground, Exterior-Wall Pipe Penetrations: Seal penetrations using sleeves and mechanical sleeve seals. Select sleeve size to allow for 1-inch annular clear space between pipe and sleeve for installing mechanical sleeve seals. 1. Install steel pipe for sleeves. 2. Mechanical Sleeve Seal Installation: Select type and number of sealing elements required for pipe material and size. Position pipe in center of sleeve. Assemble mechanical sleeve seals and install in annular space between pipe and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal. Q. Fire-Barrier Penetrations: Maintain indicated fire rating of walls,partitions, ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestop materials. Piping TP-106 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 226 of 630 penetration through fire-rated construction assemblies, including accessory components; sleeves, sealants, packing materials and methods, and installation shall conform to Underwriters Laboratories Listed firestop systems. R. Verify final equipment locations for roughing-in. S. Refer to equipment specifications in other Sections of these Specifications for roughing-in requirements. T. Install valves in readily accessible locations, avoiding hard-lid ceilings where possible. Provide access panels for valve access, and coordinate access panel locations with other disciplines. 3.02 PIPING JOINT CONSTRUCTION A. Join pipe and fittings according to the following requirements and Division 22 Sections specifying piping systems. B. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe. C. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly. D. Soldered Joints: Apply ASTM B 813, water-flushable flux, unless otherwise indicated, to tube end. Construct joints according to ASTM B 828 or CDA's "Copper Tube Handbook," using lead-free solder alloy complying with ASTM B 32. E. Oxyacetylene torch welding and cutting of structural steel or bolt holes is prohibited. F. Install main and branch piping using specified fittings. G. "T-drill", "welded nozzles", or"Side-Tap"or similar fitting substitution style connections are prohibited. H. Brazed Joints: Construct joints according to AWS's "Brazing Handbook," "Pipe and Tube" Chapter, using copper-phosphorus brazing filler metal complying with AWS A5.8. I. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows: 1. Apply appropriate tape or thread compound to external pipe threads unless dry seal threading is specified. 2. Damaged Threads: Pipe or pipe fittings with threads that are corroded or damaged are prohibited for use. Pipe sections that have cracked or open welds are prohibited for use. J. Welded Joints: Construct joints according to AWS D10.12,using qualified processes and welding operators according to Part 1 "Quality Assurance"Article. K. Flanged Joints: Select appropriate gasket material, size,type, and thickness for service application. Install gasket concentrically positioned. Use suitable lubricants on bolt threads. TP-107 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 227 of 630 L. Plastic Piping Solvent-Cement Joints: Clean and dry joining surfaces. Join pipe and fittings according to the following: 1. Comply with ASTM F 402 for safe-handling practice of cleaners,primers, and solvent cements. 2. ABS Piping: Join according to ASTM D 2235 and ASTM D 2661 Appendixes. 3. CPVC Piping: Join according to ASTM D 2846/D 2846M Appendix. 4. PVC Pressure Piping: Join schedule number ASTM D 1785,PVC pipe and PVC socket fittings according to ASTM D 2672. Join other-than-schedule-number PVC pipe and socket fittings according to ASTM D 2855. 5. PVC Nonpressure Piping: Join according to ASTM D 2855. 6. PVC to ABS Nonpressure Transition Fittings: Join according to ASTM D 3138 Appendix. M. Plastic Pressure Piping Gasketed Joints: Join according to ASTM D 3139. N. Plastic Nonpressure Piping Gasketed Joints: Join according to ASTM D 3212. O. PE Piping Heat-Fusion Joints: Clean and dry joining surfaces by wiping with clean cloth or paper towels. Join according to ASTM D 2657. 1. Plain-End Pipe and Fittings: Use butt fusion. 2. Plain-End Pipe and Socket Fittings: Use socket fusion. P. Fiberglass Bonded Joints: Prepare pipe ends and fittings, apply adhesive, and join according to pipe manufacturer's written instructions. 3.03 PIPING CONNECTIONS A. Make connections according to the following, unless otherwise indicated: 1. Install shut-off valves at final connection to each piece of equipment. 2. Install unions, in piping NPS 2 and smaller, adjacent to each valve and at final connection to each piece of equipment. 3.04 PAINTING A. Damage and Touchup: Repair marred and damaged factory-painted finishes with materials and procedures to match original factory finish. 3.05 ERECTION OF METAL SUPPORTS AND ANCHORAGES A. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor plumbing materials and equipment. B. Field Welding: Comply with AWS D1.1. C. Outdoor Applications: Outdoor support assemblies and accessories shall be of"stainless steel material", or"hot-dip galvanized carbon steel with high-performance coatings", as noted below: 1. Stainless steel: Mounting hardware such as bolts, nuts,washers, straps, brackets, fastening hardware etc., shall be stainless steel. TP-108 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 228 of 630 2. Coated galvanized steel: Carbon steel support assemblies, including metal fabrications for use outdoors shall comply with each paragraph listed below: a. Assemblies must be shop-fabricated and pre-assembled for one-piece hot-dip galvanized coating process b. Touch-up and repair per manufacturer's recommendations after field installation. D. Rooftop Applications: Rooftop support assemblies and accessories shall be fabricated for outdoor applications as noted above, and shall be designed per SMACNA design requirements. 1. SMACNA Clearances: Pipes,pipe racks, and equipment shall be installed high enough above roofing surfaces to allow roofing access for maintenance and repair. Install piping and equipment at a minimum height as shown in Table 4-1 of SMACNA Architectural Sheet Metal Manual—5th Edition. 2. SMACNA Support Systems: Piping systems and equipment supports,unless otherwise shown,use round column supports to tie-in to structure with lead jacks for built-up roofs, and single-ply preformed jacks for single-ply roofs, lead flashing, and lead umbrellas with stainless steel draw band per Figure 4-16A, or Figure 4-16B, of SMACNA Architectural Sheet Metal Manual—5th Edition. 3.06 SHEET METAL A. Exposed edges shall be completely deburred and smooth or folded over(hemmed) B. Eliminate sharp corners through rounding, folding over,trimming, or other acceptable means. C. Sheet metal ducting shall not"oil can" or visibly deflect in service. Add additional reinforcement(s) as needed to eliminate these issues if observed. END OF SECTION SECTION 22 0529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following hangers and supports for plumbing system piping and equipment: 1. Steel pipe hangers and supports. 2. Trapeze pipe hangers. 3. Metal framing systems. TP-109 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 229 of 630 4. Thermal-hanger shield inserts. 5. Fastener systems. 6. Pipe stands. 7. Pipe positioning systems. 8. Equipment supports. 1.02 DEFINITIONS A. MSS: Manufacturers Standardization Society for the Valve and Fittings Industry Inc. B. Terminology: As defined in MSS SP-90, "Guidelines on Terminology for Pipe Hangers and Supports." 1.03 PERFORMANCE REQUIREMENTS A. Design supports for multiple pipes, including pipe stands, capable of supporting combined weight of supported systems, system contents, and test water. B. Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components. C. Design seismic-restraint hangers and supports shop drawing for piping and equipment in accordance with CBC. 1.04 SUBMITTALS A. Product Data: For the following: 1. Steel pipe hangers and supports. 2. Thermal-hanger shield inserts. 3. Pipe positioning systems. B. Shop Drawings: Signed and sealed by a qualified professional engineer. Show fabrication and installation details and include calculations for the following: 1. Trapeze pipe hangers. Include Product Data for components. 2. Metal framing systems. Include Product Data for components. 3. Pipe stands. Include Product Data for components. 4. Equipment supports. C. Welding certificates. 1.05 QUALITY ASSURANCE A. Welding: Qualify procedures and personnel according to the following: 1. AWS D1.1, "Structural Welding Code--Steel." 2. AWS D1.2, "Structural Welding Code--Aluminum." 3. AWS D1.4, "Structural Welding Code--Reinforcing Steel." 4. ASME Boiler and Pressure Vessel Code: Section IX. B. Seismic Engineering: Seismic bracing and support design, mounting hardware and equipment, support systems, restraint systems, anchorage systems, and installation shall TP-110 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 230 of 630 conform to the CBC requirements. Submit calculations, plans, and documents stamped by a qualified California registered engineer. C. Structural Review: Seismic engineering submittal documents, seismic loads, anchorage and support loads, and vertical loads applied to building structures and structural components shall be reviewed, analyzed, and approved by the project structural engineer of record. D. Wind-Restraint Loading: 1. Basic Wind Speed: minimum 110 mph. 2. Building Classification Category: II. 3. Minimum 10 lb per sq. ft.multiplied by maximum area of HVAC component projected on vertical plane normal to wind direction, and 45 degrees either side of normal. E. Seismic-Restraint Loading: (to be confirmed for each building) 1. Site Class as Defined in the CBC: D. 2. Assigned Seismic Use Group or Building Category as Defined in the CBC: II. a. Component Importance Factor: 1.0. b. Component Response Modification Factor: 2.5. c. Component Amplification Factor: 2.5. 3. Design Spectral Response Acceleration at Short Periods (0.2 Second): 1.057 g. 4. Design Spectral Response Acceleration at 1.0-Second Period: 0.579 g. PART 2-PRODUCTS 2.01 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists,the following requirements apply to product selection: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2.02 STEEL PIPE HANGERS AND SUPPORTS A. Description: MSS SP-58, Types 1 through 58, factory-fabricated components. Refer to Part 3 "Hanger and Support Applications"Article for where to use specific hanger and support types. B. Manufacturers: 1. B-Line Systems, Inc.; a division of Cooper Industries. 2. Grinnell Corp. 3. ERICO/Michigan Hanger Co. 4. Globe Pipe Hanger Products, Inc. 5. Grinnell Corp. 6. Tolco Inc. TP-111 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addison,Project No:31019 Document Control Page 231 of 630 7. Superstrut 8. Or equal. C. Galvanized, Metallic Coatings: Pregalvanized or hot dip.galvanized D. Nonmetallic Coatings: Plastic coating,jacket, or liner. 2.03 TRAPEZE PIPE HANGERS A. Description: MSS SP-69,Type 59, shop- or field-fabricated pipe-support assembly made from structural-steel shapes with MSS SP-58 hanger rods, nuts, saddles, and U-bolts. 2.04 METAL FRAMING SYSTEMS A. Description: MFMA-3, shop- or field-fabricated pipe-support assembly made of steel channels and other components. B. Manufacturers: 1. B-Line Systems, Inc.; a division of Cooper Industries. 2. ERICO/Michigan Hanger Co.;ERISTRUT Div. 3. Power-Strut Div.; Tyco International,Ltd. 4. Tolco Inc. 5. Unistrut Corp.; Tyco International, Ltd. 6. Or equal. C. Coatings: Manufacturer's standard finish unless bare metal surfaces are indicated. D. Nonmetallic Coatings: Plastic coating,jacket, or liner. 2.05 FASTENER SYSTEMS A. Powder-Actuated Fasteners are prohibited. B. Mechanical-Expansion Anchors: Insert-wedge-type zinc-coated, except exterior or corrosive environments shall be stainless steel, for use in hardened portland cement concrete with pull-out,tension, and shear capacities appropriate for supported loads and building materials where used. 1. Manufacturers: a. B-Line Systems,Inc.; a division of Cooper Industries. b. Hilti, Inc. c. ITW Ramset/Red Head. d. Powers Fasteners. e. Or equal. C. Concrete Inserts: Carbon steel, hot-dip galvanized, except exterior or corrosive environments shall be stainless steel, for use in hardened portland cement concrete with pull-out,tension, and shear capacities appropriate for supported loads and building materials where used. UL listed for use in metal deck formed concrete and formed TP-112 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 232 of 630 slabs for pre-positioning and attaching hanger rods in poured concrete decks. Suitable for seismic loads and brace attachments. 1. Manufacturers: a. B-Line Systems, Inc.; a division of Cooper Industries. b. ISAT(Blue Banger Hanger). c. Simpson Strong-Tie Company (Blue Banger Hanger). d. NIBCO Inc.; Tolco. e. Or equal. 2.06 PIPE STAND FABRICATION A. Pipe Stands, General: Shop or field-fabricated assemblies made of manufactured corrosion-resistant components to support roof-mounted piping. B. Compact Pipe Stand: One-piece plastic unit with integral-rod-roller,pipe clamps, or V-shaped cradle to support pipe, for roof installation without membrane penetration. 1. Manufacturers: a. ERICO/Michigan Hanger Co. b. MIRO Industries. c. Or equal. C. Low-Type, Single-Pipe Stand: One-piece stainless-steel base unit with plastic roller, for roof installation without membrane penetration. 1. Manufacturers: a. MIRO Industries. b. Or equal. D. High-Type, Single-Pipe Stand: Assembly of base,vertical and horizontal members, and pipe support, for roof installation without membrane penetration. 1. Manufacturers: a. ERICO/Michigan Hanger Co. b. MIRO Industries. c. Portable Pipe Hangers. d. Or equal. 2. Base: Stainless steel. 3. Vertical Members: Two or more cadmium-plated-steel or stainless-steel, continuous-thread rods. 4. Horizontal Member: Cadmium-plated-steel or stainless-steel rod with plastic or stainless-steel, roller-type pipe support. E. High-Type, Multiple-Pipe Stand: Assembly of bases,vertical and horizontal members, and pipe supports, for roof installation without membrane penetration. 1. Manufacturers: TP-113 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 233 of 630 a. Portable Pipe Hangers. b. Or equal. 2. Bases: One or more plastic. 3. Vertical Members: Two or more protective-coated-steel channels. 4. Horizontal Member: Protective-coated-steel channel. 5. Pipe Supports: Galvanized-steel, clevis-type pipe hangers. F. Curb-Mounting-Type Pipe Stands: Shop- or field-fabricated pipe support made from structural-steel shape, continuous-thread rods, and rollers for mounting on permanent stationary roof curb. 2.07 MISCELLANEOUS MATERIALS A. Structural Steel: ASTM A 36/A 36M, steel plates, shapes, and bars; black and 1 galvanized. PART 3 -EXECUTION 3.01 HANGER AND SUPPORT APPLICATIONS A. Specific hanger and support requirements are specified in Sections specifying piping systems and equipment. B. Comply with MSS SP-69 for pipe hanger selections and applications if not specified in piping system Sections. C. Use hangers and supports with galvanized, metallic coatings for piping and equipment that will not have field-applied finish. D. Use nonmetallic coatings on attachments for electrolytic protection where attachments are in direct contact with copper tubing. E. Use padded hangers for piping that is subject to scratching. F. Horizontal-Piping Hangers and Supports: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Adjustable, Steel Clevis Hangers (MSS Type 1): For suspension of noninsulated or insulated stationary pipes,NPS 1/2 to NPS 30. 2. Pipe Hangers (MSS Type 5): For suspension of pipes,NPS 1/2 to NPS 4, to allow off-center closure for hanger installation before pipe erection. 3. Adjustable, Swivel Split- or Solid-Ring Hangers (MSS Type 6): For suspension of noninsulated stationary pipes,NPS 3/4 to NPS 8. 4. Adjustable, Steel Band Hangers (MSS Type 7): For suspension of noninsulated stationary pipes,NPS 1/2 to NPS 8. 5. Adjustable Band Hangers (MSS Type 9): For suspension of noninsulated stationary pipes,NPS 1/2 to NPS 8. 6. Adjustable, Swivel-Ring Band Hangers (MSS Type 10): For suspension of noninsulated stationary pipes,NPS 1/2 to NPS 2. 7. Split Pipe-Ring with or without Turnbuckle-Adjustment Hangers (MSS Type 11): For suspension of noninsulated stationary pipes,NPS 3/8 to NPS 8. TP-1 14 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 234 of 630 8. Extension Hinged or 2-Bolt Split Pipe Clamps (MSS Type 12): For suspension of noninsulated stationary pipes,NPS 3/8 to NPS 3. 9. Clips (MSS Type 26): For support of insulated pipes not subject to expansion or contraction. G. Vertical-Piping Clamps: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Extension Pipe or Riser Clamps (MSS Type 8): For support of pipe risers, NPS 3/4 to NPS 20. 2. Carbon- or Alloy-Steel Riser Clamps (MSS Type 42): For support of pipe risers, NPS 3/4 to NPS 20, if longer ends are required for riser clamps. H. Hanger-Rod Attachments: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Steel Turnbuckles (MSS Type 13): For adjustment up to 6 inches for heavy loads. 2. Swivel Malleable Iron Turnbuckles (MSS Type 15): For use with MSS Type 11, split pipe rings. 3. Malleable-Iron Sockets (MSS Type 16): For attaching hanger rods to various types of building attachments. I. Building Attachments: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Steel or Malleable Concrete Inserts(MSS Type 18): For upper attachment to suspend pipe hangers from concrete ceiling. 2. Top-Beam C-Clamps (MSS Type 19): For use under roof installations with bar joist construction to attach to top flange of structural shape. 3. Side-Beam or Channel Clamps (MSS Type 20): For attaching to bottom flange of beams, channels, or angles. 4. Center-Beam Clamps (MSS Type 21): For attaching to center of bottom flange of beams. 5. Welded Beam Attachments (MSS Type 22): For attaching to bottom of beams if loads are considerable and rod sizes are large. 6. C-Clamps (MSS Type 23): For structural shapes. 7. Top-Beam Clamps (MSS Type 25): For top of beams if hanger rod is required tangent to flange edge. 8. Steel-Beam Clamps with Eye Nuts (MSS Type 28): For attaching to bottom of steel I-beams for heavy loads. 9. Linked-Steel Clamps with Eye Nuts (MSS Type 29): For attaching to bottom of steel I-beams for heavy loads,with link extensions. 10. Malleable Beam Clamps with Extension Pieces (MSS Type 30): For attaching to structural steel. 11. Welded-Steel Brackets: For support of pipes from below, or for suspending from above by using clip and rod. Use one of the following for indicated loads: a. Light(MSS Type 31): 750 lb. b. Medium (MSS Type 32): 1500 lb. TP-115 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 235 of 630 c. Heavy (MSS Type 33): 3000 lb. 12. Side-Beam Brackets (MSS Type 34): For sides of steel or wooden beams. 13. Plate Lugs (MSS Type 57): For attaching to steel beams if flexibility at beam is required. 14. Horizontal Travelers (MSS Type 58): For supporting piping systems subject to linear horizontal movement where headroom is limited. J. Comply with MSS SP-69 for trapeze pipe hanger selections and applications that are not specified in piping system Sections. K. Comply with MFMA-102 for metal framing system selections and applications that are not specified in piping system Sections. L. Use mechanical-expansion anchors attachments if concrete insert is not available in concrete construction. 3.02 HANGER AND SUPPORT INSTALLATION A. Steel Pipe Hanger Installation: Comply with MSS SP-69 and MSS SP-89. Install hangers, supports, clamps, and attachments as required to properly support piping from building structure. B. Flexible connection located in horizontal piping shall be supported within 2 feet of each connector. C. Trapeze Pipe Hanger Installation: Comply with MSS SP-69 and MSS SP-89. Arrange for grouping of parallel runs of horizontal piping and support together on field-fabricated trapeze pipe hangers. 1. Pipes of Various Sizes: Support together and space trapezes for smallest pipe size or install intermediate supports for smaller diameter pipes as specified above for individual pipe hangers. 2. Field fabricate from ASTM A 36/A 36M, steel shapes selected for loads being supported. Weld steel according to AWS D1.1. D. Metal Framing System Installation: Arrange for grouping of parallel runs of piping and support together on field-assembled metal framing systems. E. Thermal-Hanger Shield Installation: Install in pipe hanger or shield for insulated piping. F. Fastener System Installation: 1. Install mechanical-expansion anchors in concrete after concrete is placed and completely cured. Install fasteners according to manufacturer's written instructions. G. Pipe Stand Installation: 1. Pipe Stand Types except Curb-Mounting Type: Assemble components and mount on smooth roof surface. Penetration of roof membrane is prohibited. TP-1 16 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 236 of 630 2. Curb-Mounting-Type Pipe Stands: Assemble components or fabricate pipe stand and mount on permanent, stationary roof curb. H. Pipe Positioning System Installation: Install support devices to make rigid supply and waste piping connections to each new plumbing fixture. I. Install hangers and supports complete with necessary inserts,bolts,rods, nuts, washers, and other accessories. J. Install hangers and supports to allow controlled thermal and seismic movement of piping systems,to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends, and similar units. K. Install lateral bracing with pipe hangers and supports to prevent swaying. L. Install building attachments within concrete slabs or attach to structural steel. Install additional attachments at concentrated loads, including valves, flanges, and strainers, NPS 2-1/2and larger and at changes in direction of piping. Install concrete inserts before concrete is placed; fasten inserts to forms and install reinforcing bars through openings at top of inserts. M. Load Distribution: Install hangers and supports to prohibit piping live and dead loads, and stresses from movement being transmitted to connected equipment. N. Pipe Slopes: Install hangers and supports to provide indicated pipe slopes. O. Exceeding maximum pipe deflections allowed by ASME B31.9 for building services piping are prohibited. P. Hangers in direct contact with the pipe are prohibited. 3.03 EQUIPMENT SUPPORTS A. Fabricate structural-steel stands to suspend equipment from structure overhead or to support equipment above floor. B. Provide lateral bracing,to prevent swaying, for equipment supports. 3.04 METAL FABRICATIONS A. Cut, drill, and fit miscellaneous metal fabrications for trapeze pipe hangers and equipment supports. B. Fit exposed connections together to form hairline joints. Field weld connections that cannot be shop welded because of shipping size limitations. C. Field Welding: Comply with AWS D1.1 procedures for shielded metal arc welding, appearance and quality of welds, and methods used in correcting welding work, and with the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. TP-117 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 237 of 630 4. Finish welds at exposed connections so no roughness shows after finishing and contours of welded surfaces match adjacent contours. 3.05 ADJUSTING A. Hanger Adjustments: Adjust hangers to distribute loads equally on attachments and to achieve indicated slope of pipe. B. Trim excess length of continuous-thread hanger and support rods to 1-1/2 inches. 3.06 PAINTING A. Touch Up: Clean field welds and abraded areas of shop paint. Paint exposed areas immediately after erecting hangers and supports. Use same materials as used for shop painting. Comply with SSPC-PA 1 requirements for touching up field-painted surfaces. 1. Apply paint by brush or spray to provide minimum dry film thickness of 2.0 mils. B. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and apply galvanizing-repair paint to comply with ASTM A 780. 3.07 ROOFTOP AND OUTDOOR APPLICATIONS A. Outdoor assemblies shall be fully weather-proof design and installation. Mounting hardware such as bolts, nuts,washers, anchors straps,brackets, fastening hardware etc., shall be stainless steel. END OF SECTION SECTION 22 0553 IDENTIFICATION FOR PLUMBING PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following mechanical identification materials and their installation: 1. Access panel and door markers 2. Pipe markers 3. Valve tags 4. Valve schedules/chart 5. Danger and Warning signs 1.02 SUBMITTALS A. Product Data: For each type of product indicated. TP-118 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 238 of 630 B. Samples,when requested: For color, letter style, and graphic representation required for each identification material and device. C. Valve Numbering Scheme. Provide hard-copy and electronic spreadsheet of valve schedule covering valve tags. Coordinate numbering scheme prior to submittal. D. Valve Plans and Schedules: For each piping system. Furnish extra copies (in addition to mounted copies) in maintenance manuals. E. System Drawings: For each piping system for each air system (exhaust included). Furnish system one-line plan drawings indicating valves, dampers, instruments, control devices, smoke detectors, and equipment addressed in this section. Furnish electronic spread sheets for each system. Coordinate numbering scheme prior to submittal. 1.03 QUALITY ASSURANCE A. ASME Compliance: Comply with ASME A13.1, "Scheme for the Identification of Piping Systems," for letter size, length of color field, colors, and viewing angles of identification devices for piping. B. NFPA Compliance: Comply with requirements of NFPA-99 for piping and equipment labeling and identification. 1.04 COORDINATION A. Coordinate installation of identifying devices with completion of covering and painting of surfaces where devices are to be applied. B. Coordinate installation of identifying devices with location of access panels and doors. C. Install identifying devices before installing acoustical ceilings and similar concealment. PART 2-PRODUCTS 2.01 MATERIALS A. For fixture descriptions in other Part 2 articles where the subparagraph titles "Products," and "Manufacturers" introduce a list of manufacturers and their products or manufacturers only,the following requirements apply for product selection: 1. Products: Subject to compliance with requirements, provide one of the products specified in other Part 2 articles. 2. Manufacturers: Subject to compliance with requirements,provide products by the manufacturers specified in other Part 2 articles. 2.02 PIPING IDENTIFICATION DEVICES A. Manufactured Pipe Markers, General: Preprinted, color-coded,with lettering indicating service, and showing direction of flow. 1. Colors: Comply with ASME A13.1, unless otherwise approved. 2. Lettering: Use piping system terms and abbreviations as approved. 3. Pipes with OD, Including Insulation, Less Than 6 Inches: Full-band pipe markers extending 360 degrees around pipe at each location. TP-1 19 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 239 of 630 4. Arrows: Integral with piping system service lettering to accommodate both directions; or as separate unit on each pipe marker to indicate direction of flow. B. Pretensioned Pipe Markers: Precoiled semirigid plastic formed to cover full circumference of pipe and to attach to pipe without adhesive. C. Shaped Pipe Markers: Preformed semirigid plastic formed to partially cover circumference of pipe and to attach to pipe with mechanical fasteners that do not penetrate insulation vapor barrier. D. Self-Adhesive Pipe Markers: Plastic with pressure-sensitive,permanent-type, self-adhesive back. E. Plastic Tape: Continuously printed, vinyl tape at least 3 mils thick with pressure-sensitive,permanent-type, self-adhesive back. 1. Width for Markers on Pipes with OD, Including Insulation, Less Than 6 Inches: 3/4 inch minimum. 2. Width for Markers on Pipes with OD,Including Insulation, 6 Inches or Larger: 1-1/2 inches minimum. 2.03 VALVE TAGS A. Valve Tags: Stamped or engraved with 1/4-inch letters for piping system abbreviation and 1/2-inch numbers,with an approved numbering scheme. Provide 5/32-inch hole for fastener. 1. Material: 0.040-inch-thick brass minimum 2" in diameter. 2. Valve-Tag Fasteners: Stainless steel chain, or S-hook. 2.04 VALVE PLANS A. Valve Plans: For each piping system, on standard-size or 11"x17"bond paper. Provide a plan per floor showing the location, valve number, control device number, piping system, system abbreviation (as shown on valve tag), location of valve (room or space),normal-operating position(open, closed, or modulating), and variations for identification. Mark valves for emergency shutoff and similar special uses. 1. Valve-Plan and Schedule Frames: Glazed display frame for removable mounting on masonry walls for each page of valve plan and schedule. Include mounting screws. 2. Frame: Extruded aluminum. 3. Glazing: ASTM C 1036, Type I, Class 1, Glazing Quality B, 2.5-mm, single-thickness glass. 2.05 DANGER AND WARNING SIGNS A. Danger and Warning signs: Preprinted or partially preprinted, accident-prevention tags; of plasticized card stock with matte finish suitable for writing. 1. Size: 4 by 5-1/4 inches minimum. 2. Fasteners: Brass grommet and wire. TP-120 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 240 of 630 3. Nomenclature: Large-size primary caption such as DANGER, CAUTION, WARNING, SAFETY FIRST or NOTICE. 2.06 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements,provide products by one of the following: 1. Brady Corporation. 2. Seton Identification Products. 3. R&R Identification Co. 4. Or equal. PART 3 -EXECUTION 3.01 APPLICATIONS, GENERAL A. Products specified are for applications referenced in other Division 22 Sections. If more than single-type material, device, or label is specified for listed applications, selection is Installer's option. 3.02 PIPING IDENTIFICATION A. Install manufactured pipe markers indicating service on each piping system. Install with flow indication arrows showing direction of flow. 1. Pipes with OD,Including Insulation,Less Than 6 Inches: Self-adhesive pipe markers. Use color-coded, self-adhesive plastic tape, 1-1/2 inches wide, lapped at least 1-1/2 inches at both ends of pipe marker, and covering full circumference of pipe. B. Locate pipe markers and color bands where piping is exposed in finished spaces; machine rooms; accessible maintenance spaces such as shafts,tunnels, and plenums; and exterior nonconcealed locations as follows: 1. Near each valve and control device. 2. At each branch of a tee. 3. Near each branch connection, excluding short takeoffs for fixtures and terminal units. Where flow pattern is not obvious,mark each pipe at branch. 4. Near penetrations through walls, floors, ceilings, and nonaccessible enclosures. 5. At access doors, manholes, and similar access points that permit view of concealed piping. 6. Near major equipment items and other points of origination and termination. 7. Spaced at maximum intervals of 25 feet along each run. Located on each side of wall penetrations. 3.03 VALVE-TAG INSTALLATION A. Install tags on any valve type and control devices in piping systems, except check valves; valves within factory-fabricated equipment units;plumbing fixture supply stops; shutoff valves; faucets; convenience and lawn-watering hose connections; and similar roughing-in connections of end-use fixtures and units. List tagged valves in a valve TP-121 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 241 of 630 schedule. Install tags on valves such that they will not interfere with the valve operation and maintenance. Installation on hand wheel or lever is prohibited B. Valve-Tag Application Schedule: 1. Information: a. Service. b. Valve number. c. Normal position. d. Duty. e. Type(if not obvious). 2. Valve-Tag Size and Shape: a. 2 inches, round. 3.04 VALVE-PLAN INSTALLATION A. Mount valve plan on wall in accessible location in each major equipment room. 3.05 WARNING-TAG INSTALLATION A. Write required message on, and attach warning tags to, equipment and other items where required. 3.06 ADJUSTING A. Relocate plumbing identification materials and devices that have become visually blocked by other work. 3.07 CLEANING A. Clean faces of plumbing identification devices and glass frames of valve schedules. END OF SECTION SECTION 22 1316 SANITARY WASTE AND VENT PIPING PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following for soil,waste, and vent piping inside the building and to 5 feet outside of building. 1. Pipe,tube, and fittings. 2. Special pipe fittings. TP-122 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 242 of 630 1.02 DEFINITIONS A. LLDPE: Linear, low-density polyethylene plastic. B. PVC: Polyvinyl chloride plastic. 1.03 PERFORMANCE REQUIREMENTS A. Components and installation shall be capable of withstanding the following minimum working pressure, unless otherwise indicated: 1. Soil, Waste, and Vent Piping: 25-foot head of water. B. Seismic Performance: Soil,waste, and vent piping and support and installation shall be capable of withstanding the effects of seismic events determined according to CBC. 1.04 SUBMITTALS A. Submit sanitary waste and vent systems as a complete package, including hangers and supports. Clean-outs, floor drains and floor sinks and plumbing specialties. B. Product Data: For pipe,tube, fittings, and couplings. C. Shop Drawings: 1. Design Calculations: Signed and sealed by a qualified California registered professional engineer for selecting seismic restraints. D. Field quality-control inspection and test reports. E. Alternate Piping Test Report Submittals: a. Factory Furnished documentation: The manufacturer shall perform tests and prepare reports showing full compliance with the pertinent ASTM Standard,referenced Standards, and this Specification. The composition shall be certified in a mill traceability report and the mechanical tests shall be certified in a material test report. Testing shall include: 1) Piping Mill Test Certificate. 2) Chemical composition test. 3) Mechanical properties test. 4) Dimensional and tolerance test. 5) Non-Destructive testing. 6) Radioactivity testing. b. Contractor Furnished documentation: Local laboratory analysis submittal; In addition to mill test certificates, provide laboratory test reports of product samples to confirm compliance with the ASTM, or other referenced standards. IOR must witness gathering of material samples. The report must be generated by a local Materials Testing and Special Inspection testing laboratory regularly engaged in piping and construction material evaluations. 1.05 QUALITY ASSURANCE TP-123 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 243 of 630 A. Piping materials shall bear label, stamp, or other markings of specified testing agency. B. Alternate Piping Quality Assurance: a. Alternate Piping must meet one of the following: 1) Manufacturer must be Quality Management ISO 9001-2000 certified. 2) Piping must be approved and certified by one of the following, carrying the accompanying approval label(s): a) American Petroleum Institute (API). b) International Organization for Plumbing and Mechanical Officials (IAPMO). IAPMO or UPC Label. PART 2 -PRODUCTS 2.01 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists,the following requirements apply to product selection: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2.02 PIPING MATERIALS A. Refer to Part 3 "Piping Applications"Article for applications of pipe,tube,fitting, and joining materials. 2.03 HUB-AND-SPIGOT, CAST-IRON SOIL PIPE AND FITTINGS A. Pipe and Fittings: CISPI Standard 301,ASTM A- 888 or ASTM A 74, Service class. B. Piping and fittings: Pipe and fittings shall be of domestic, Australian, Canadian, or Japanese manufacture, or as noted below. a. Alternate Piping meeting the requirements listed under"Quality Assurance", and meeting specified requirements under"Submittals" is acceptable. C. Gaskets: ASTM C 564, rubber. Resilient seals—such as "Ty-seal"gaskets. Joints shall be installed with compression gaskets confirming to ASTM C564. 2.04 HUBLESS CAST-IRON SOIL PIPE AND FITTINGS A. Pipe and Fittings: ASTM A - 74,ASTM A- 888 and CISPI 301. The piping shall bear collective trademark of the CISPI. a. Manufacturers: 1) Charlotte Pipe&supply. 2) AB &I. 3) Tyler Pipe. TP-124 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 244 of 630 B. Piping and fittings: Pipe and fittings shall be of domestic,Australian, Canadian, or Japanese manufacturing, or as noted below. a. Alternate Piping meeting the requirements listed under"Quality Assurance", and meeting specified requirements under"Submittals" is acceptable. C. Heavy Duty Shielded Couplings: ASTM C 1277 &ASTM C1540,minimum 24 gauge,type 304 or 316 Stainless steel assembly of metal shield or housing, stainless steel fasteners, and rubber sleeve with integral, center pipe stop.Heavy Duty. With stainless-steel shield,minimum of four or six stainless-steel bands and tightening devices, and ASTM C 564, rubber sleeve,type 304 or 316 Stainless steel assembly of metal shield or housing, stainless steel fasteners, and rubber sleeve with integral, center pipe stop. a. Manufacturers: 1) ANACO -Husky Series SD-4000. 2) Mission Rubber Company LLC: heavy weight 3) Or equal. 2.05 STEEL PIPE AND FITTINGS A. Steel Pipe: ASTM A 53, Type E or S, Grade A, Standard Weight or Schedule 40, galvanized. Include ends matching joining method. B. Drainage Fittings: ASME B16.12, galvanized,threaded,cast-iron drainage pattern. C. Pressure Fittings: 1. Steel Pipe Nipples: ASTM A 733 made of ASTM A 53, Schedule 40, galvanized, seamless steel pipe. Include ends matching joining method. 2. Malleable-Iron Unions: ASME B 16.39; Class 150; galvanized hexagonal-stock body with ball-and-socket,metal-to-metal,bronze seating surface; and female threaded ends. 3. Gray-Iron, Threaded Fittings: ASME B16.4, Class 150, galvanized standard pattern. 2.06 COPPER TUBE AND FITTINGS A. Copper DWV Tube: ASTM B 306, drainage tube, drawn temper. 1. Copper Drainage Fittings: ASME B 16.23, cast copper or ASME B 16.29, wrought copper, solder joint fittings. B. Hard Copper Tube: ASTM B 88, Types L, water tube, drawn temper. 1. Copper Pressure Fittings: ASME B16.22,wrought-copper, solder joint fittings. 2. Copper Flanges: ASME B 16.24, Class 150, cast copper with solder joint end. 3. Copper Unions: MSS SP-123, copper-alloy,hexagonal-stock body with ball-and-socket, metal-to-metal seating surfaces, and solder joint or threaded ends. TP-125 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 245 of 630 2.07 SPECIAL PIPE FITTINGS A. Pressure Pipe Couplings: AWWA C219 metal, sleeve-type same size as,with pressure rating at least equal to, and ends compatible with, pipes to be joined. 1. Manufacturers: a. Cascade Waterworks Mfg. Co. b. Dresser,Inc.; DMD Div. c. EBAA Iron Sales,Inc. d. Ford Meter Box Company, Inc. (The); Pipe Products Div. e. JCM Industries, Inc. f. Smith-Blair, Inc. g. Viking Johnson. h. Or equal. 2. Center-Sleeve Material: Stainless steel . 3. Gasket Material: Natural or synthetic rubber. 4. Metal Component Finish: Corrosion-resistant coating or material. PART 3 -EXECUTION 3.01 PIPING APPLICATIONS A. Flanges and unions may be used on aboveground pressure piping, unless otherwise indicated. B. Aboveground, soil and waste and vent piping NPS 2 and larger shall be any of the following: 1. Service class, cast-iron soil pipe and fittings; gaskets; and compression joints (except for vent). 2. Hubless cast-iron soil pipe and fittings; heavy-duty shielded, stainless-steel couplings; and hubless-coupling joints. 3. Steel pipe, cast iron drainage fittings, and threaded joints. 4. Copper DWV tube, copper drainage fittings, and soldered joints. C. Indirect and condensate Drains: Type L hard drawn copper piping with wrought copper fittings. 3.02 PIPING INSTALLATION A. Basic piping installation requirements are specified in Division 22 Section "Common Work Results for Plumbing." B. Make changes in direction for soil and waste drainage and vent piping using appropriate branches,bends, and long-sweep bends. Sanitary tees and short-sweep 1/4 bends may be used on vertical stacks if change in direction of flow is from horizontal to vertical. Use long-turn, double Y-branch and 1/8-bend fittings if 2 fixtures are installed back to back or side by side with common drain pipe. Straight tees, elbows, and crosses may be used on vent lines. Change direction of flow using 90 degrees elbows or less. Use proper size of standard increasers and reducers if pipes of. TP-126 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 246 of 630 different sizes are connected. Reducing size of drainage piping in direction of flow is prohibited. C. Install soil and waste drainage and vent piping at the following minimum slopes, unless otherwise approved. 1. Building Sanitary Drain: 2 percent downward in direction of flow for piping. 2. Horizontal Sanitary Drainage Piping: 2 percent downward in direction of flow. 3. Vent Piping: 1 percent down toward vertical fixture vent or toward vent stack. D. Install engineered soil and waste drainage and vent piping systems as follows: 1. Combination Waste and Vent: Comply with standards of CPC. E. Sleeves are not required for cast-iron soil piping passing through concrete slabs-on-grade if slab is without membrane waterproofing. F. Do not enclose, cover, or put piping into operation until it is inspected and approved. G. Copper piping use for urinals or film processors is prohibited. H. Provide flexible ball joint on every waste piping exiting the building. Provide outside the building,within five feet of the building. 3.03 JOINT CONSTRUCTION A. Basic piping joint construction requirements are specified in Division 22 Section "Common Work Results for Plumbing." B. Join hub-and-spigot, cast-iron soil piping with gasket joints according to CISPI's "Cast Iron Soil Pipe and Fittings Handbook" for compression joints. C. Join hubless cast-iron soil piping according to CISPI 310 and CISPI's "Cast Iron Soil Pipe and Fittings Handbook" for hubless-coupling joints. D. Soldered Joints: Use ASTM B 813, water-flushable, lead-free flux;ASTM B 32, lead-free-alloy solder; and ASTM B 828 procedure. E. The use of adhesives, lubricants, sealants, etc. or the addition of any substance between no-hub cast iron pipe and coupling shall be prohibited. 3.04 HANGER AND SUPPORT INSTALLATION A. Pipe hangers and supports are specified in Division 22 Section "Hangers and Supports for Plumbing Piping and Equipment." Install the following: 1. Vertical Piping: MSS Type 8 or Type 42, clamps. 2. Install individual, straight,horizontal piping runs according to the following: a. 100 Feet and Less: MSS Type 1, adjustable, steel clevis hangers. b. Longer than 100 Feet: MSS Type 43, adjustable roller hangers. c. Longer than 100 Feet: MSS Type 49, spring cushion rolls. TP-127 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 247 of 630 3. Multiple, Straight, Horizontal Piping Runs 100 Feet or Longer: MSS Type 44, pipe rolls. Support pipe rolls on trapeze. 4. Base of Vertical Piping: MSS Type 52, spring hangers. B. Install supports according to Division 22 Section "Hangers and Supports for Plumbing Piping and Equipment." C. Support vertical piping and tubing at base and at each floor. D. Rod diameter may be reduced 1 size for double-rod hangers, with 3/8-inch minimum rods. E. Install hangers for cast-iron soil piping with the following maximum horizontal spacing and minimum rod diameters: 1. Comply with CPC Section 316, Table 3-2. 2. Support at every other joint, unless distance between supports is over four feet, then support at every joint. 3. Support adjacent to a joint,not exceeding 18 inches from joint. 4. Brace joint at no more than 40 foot intervals. 5. Support at every horizontal branch connection. 6. Hangers shall not be placed on couplings. 7. Provide 3/8"rod size up to NPS 2, %2"rod for NPS 3, 5/8"rod for NPS 4 and NPS5, 3/4"rod for NPS 6 and 7/8"rod for NPS 8 through NPS 12. F. Install supports for vertical cast-iron soil piping maximum at every 15 feet. G. Install hangers for steel piping with the following maximum horizontal spacing and minimum rod diameters: 1. NPS 1-1/4: 84 inches with 3/8-inch rod. 2. NPS 1-1/2: 108 inches with 3/8-inch rod. 3. NPS 2: 10 feet with 3/8-inch rod. H. Install hangers for copper tubing with the following maximum horizontal spacing and minimum rod diameters: 1. NPS 1-1/4: 72 inches with 3/8-inch rod. 2. NPS 1-1/2 and NPS 2: 96 inches with 3/8-inch rod. 3. NPS 2-1/2: 108 inches with 1/2-inch rod. I. Install supports for vertical copper tubing every 10 feet. J. Support piping and tubing not listed above according to MSS SP-69 and manufacturer's written instructions. 3.05 CONNECTIONS A. Drawings indicate general arrangement of piping, fittings, and specialties. B. Connect soil and waste piping to exterior sanitary sewerage piping. Use transition fitting to join dissimilar piping materials. TP-128 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 248 of 630 C. Connect drainage and vent piping to the following: 1. Plumbing Fixtures: Connect drainage piping in sizes indicated, but not smaller than required by CPC. 2. Plumbing Fixtures and Equipment: Connect atmospheric vent piping in sizes indicated, but not smaller than required by CPC. 3. Plumbing Specialties: Connect drainage and vent piping in sizes indicated, but not smaller than required by CPC. 4. Equipment: Connect drainage piping as indicated. Provide shutoff valve and union for each connection. Use flanges instead of unions for connections NPS 2-1/2 and larger. D. Connect force-main piping to the following: 1. Sanitary Sewer: To exterior force main or sanitary manhole. 2. Sewage Pumps: To sewage pump discharge. 3.06 FIELD QUALITY CONTROL A. During installation, notify Representative at least 24 hours before inspection must be made. Perform tests specified below in presence of Representative. 1. Roughing-in Inspection: Arrange for inspection of piping before concealing or closing-in after roughing-in and before setting fixtures. 2. Final Inspection: Arrange for final inspection by Representative to observe tests specified below and to ensure compliance with requirements. B. Reinspection: If Representative finds that piping will not pass test or inspection,make required corrections and arrange for reinspection. C. Reports: Prepare inspection reports and have them signed by Representative. 3.07 CLEANING A. Clean interior of piping. Remove dirt and debris as work progresses. B. Protect drains during remainder of construction period to avoid clogging with dirt and debris and to prevent damage from traffic and construction work. C. Place plugs in ends of uncompleted piping at end of day and when work stops. END OF SECTION SECTION 22 1616 NATURAL.GAS PIPING TP-129 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 249 of 630 PART 1 - GENERAL 1.01 SUMMARY A. Section includes fuel gas piping outside above ground to connection at Gas company meter. Products include the following: B. Adjust list below to suit Project. 1. Pipe,tube,fittings, and joining materials. 2. Protective pipe and fitting coating. 3. Piping specialties. 4. Specialty valves. 1.02 DEFINITIONS A. CPC: California Plumbing Code. 1.03 PROJECT CONDITIONS A.Design values of fuel gas supplied for these systems are as follows: 1. Nominal Heating Value: 1000 Btu/cu. ft. 2. Nominal Specific Gravity: 0.6. 1.04 SUBMITTALS — A.Product Data: For the following: 1. Specialty valves. Include pressure rating, capacity, settings, and electrical connection data of selected models. 2. Recharge-meter bars. Include Recharge-meter size of selected models. 3. Recharge meters. Include pressure rating and capacity of selected models. 4. Recharge-meter bypass fittings. 5. Pressure regulators. Include pressure rating, capacity, and settings of selected models. 6. Earthquake valves. B. Shop Drawings: For fuel gas piping. Include plans and attachments to other work. Show different pressure zones and indicate pressure for each zone. 1. Wiring Diagrams: Power, signal, and control wiring. C. Welding certificates. D.Field quality-control test reports. TP-130 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 250 of 630 E. Operation and Maintenance Data: For natural gas specialties and accessories to include in emergency, operation, and maintenance manuals. 1.05 QUALITY ASSURANCE A.Welding: Qualify processes and operators according to ASME Boiler and Pressure _ Vessel Code: Section IX. B. Electrical Components and Devices: Listed and labeled as defined in CEC, Article 100, and marked for intended use. C. Code: Comply with CPC. 1.06 DELIVERY, STORAGE,AND HANDLING A.Handling Flammable Liquids: For modification of existing systems,remove and legally dispose of liquids from drips in existing gas piping. Handle cautiously to avoid spillage and ignition. Notify fuel gas supplier. Handle flammable liquids used by Installer with proper precautions and do not leave on premises from end of one day to beginning of next day. 1.07 COORDINATION A.Existing Utilities: Do not interrupt utilities serving facilities unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: B. Notify Representative not less than two weeks in advance of proposed utility interruptions. 1. Do not proceed with utility interruptions without Representative written permission. PART 2 -PRODUCTS 2.01 MANUFACTURERS A.In other Part 2 articles where titles below introduce lists,the following requirements apply to product selection: 1. Manufacturers: Subject to compliance with requirements,provide products by one of the manufacturers specified, or equal. TP-131 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 251 of 630 2.02 PIPING MATERIALS A.Refer to Part 3 "Piping Applications"Article for applications of pipe,tube, fitting, and joining materials. 2.03 PIPES,TUBES,FITTINGS,AND JOINING MATERIALS A. Steel Pipe: ASTM A 53/A 53M; Type E or S; Grade B; Schedule 40 black. Wall thickness of wrought-steel pipe shall comply with ASME B36.10M. 1. Malleable-Iron Threaded Fittings: ASME B16.3, Class 150, standard pattern, with threaded ends according to ASME B1.20.1. 2. Steel Threaded Fittings: ASME B16.11, forged steel with threaded ends according to ASME B1.20.1. 3. Steel Welding Fittings: ASME B16.9,wrought steel or ASME B16.11, forged steel. 4. Unions: ASME B16.39, Class 150,malleable iron with brass-to-iron seat, ground joint, and threaded ends according to ASME B1.20.1. 5. Joint Compound and Tape: Suitable for natural gas. 6. Steel Flanges and Flanged Fittings: ASME B16.5. 7. Gasket Material: Thickness,material, and type suitable for natural gas. 2.04 PIPING SPECIALTIES A.Flexible Connectors: ANSI Z21.24, stainless steel metal connectors for gas appliances. 2.05 SPECIALTY VALVES A.Valves,NPS 2 and Smaller: Threaded ends according to ASME B1.20.1 for pipe threads. B. Valves in category below are limited to 0.5 psig, are used for shutoff service to appliances, and are NPS 3/4 and smaller. C. Appliance Connector Valves: ANSI Z21.15 and CSA International listed. 1. Manufacturers: a. American Valve Inc. B&K Industries, Inc. b. Conbraco Industries,Inc.;Apollo Div. c. JMF Company d. Fisher Controls International, Inc. e. Jomar International Ltd. f. Key Gas Components, Inc. TP-132 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 252 of 630 g. Legend Valve and Fitting, Inc. h. McDonald,A.Y. Mfg. Co. i. Mueller Co.;Mueller Gas Products Div. j. Robert Manufacturing Co. k. State Metals,Inc. 1. Watts Industries,Inc.; Water Products Div. m. Or equal. D. Gas Stops: Size,2"and below,bronze body with AGA stamp,plug type with bronze plug and flat or square head,ball type with chrome-plated brass ball and lever handle; 2-psig minimum pressure rating. 1. Gas shut off valves,NPS 2 and Smaller: ASME B16.33 and CSA International-listed bronze body and 125-psig pressure rating. Tamperproof Feature: Include design for locking. a. Manufacturers: 1) Conbraco Industries,Inc.,Apollo Div. 2) Crane Valves. 3) Honeywell International Inc. 4) Milwaukee Valve Company. 5) Mueller Co.;Mueller Gas Products Div. 6) NIBCO INC. 7) Watts Industries,Inc.; Water Products Div. 8) Or equal. 2. Plug Valves: For 1/2 to 1'/2-inch: Iron body with bronze plug and 175-psig W.O.G. pressure rating non-lubricated with'A-or 1/4-inch plugged test port. Provide threaded connections conforming to ANSI B1.20.1. a. Manufacturers: 1) A.Y. McDonald Mfg. Company Series 560 2) Olson Technologies,Inc.; Homestead Valve Div. 3) Or equal. b. Tamperproof Feature: Include design for locking,where indicated on drawings. 3. For 2-inch and larger: Prohibited(provide gate valves instead) E. Gate Valves: a. Soft Seated Valves: 1) Body: Steel,ASTM A216, Grade WCB 2) Bonnet: Steel,ASTM A216, Grade WCB 3) Gate Segments: Ductile Iron 4) Seal Member(Stirrup): Buna-N/Viton 5) Spreader: Ductile Iron 6) Gland Bushing Retainer: Steel 7) Stem: 400 Series Stainless Steel TP-133 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 253 of 630 8) Stem Nut: Manganese Bronze 9) Gland Bushing: Bronze 10) Stem Wiper"0"Ring: Buna-N/Viton 11) Bonnet"0"Ring: Buna-N/Viton 12) Stem Seal"0"Ring: Buna-N/Viton 13) Bushing Seal "0"Ring: Buna-N/Viton 14) Operating Square: Ductile Iron (Provide handwheel for above grade valves) 15) Bonnet Cap Screw : Alloy Steel, SAE Grade 8 16) Hex Nut: Carbon Steel Plated 17) Thrust Washer: Brass 18) Gate Cap Screw: Alloy Steel b. Manufacturers: 1) Kerotest EV-11 PART 3 -EXECUTION 3.01 EXAMINATION A.Examine roughing-in for fuel oil piping system to verify actual locations of piping connections before equipment installation. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Close equipment shutoff valves before turning off fuel gas to premises or section of piping. Perform leakage test as specified in "Field Quality Control"Article to determine that equipment is turned off in affected piping section. 3.03 PIPING APPLICATIONS A. Flanges, unions,transition, and special fittings with pressure ratings same as or higher than system pressure rating may be used in applications below, unless otherwise indicated. B. Fuel Gas Piping, 5 psig or Less: 1. NPS 1/2 to NPS 2: Steel pipe,malleable-iron threaded fittings, and threaded joints. 2. NPS 2-1/2 and Larger: Steel pipe, steel welding fittings, and welded joints. C. Gas Piping above ground at Meters and Regulators, More Than 5 psig: Steel pipe, steel welding fittings, and welded joints. D.PE-to-Steel Piping Connections: Transition fitting. TP-134 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 254 of 630 3.04 VALVE APPLICATIONS A.Appliance Shutoff Valves for Pressure 0.5 psig or Less: Appliance connector valve or gas stop. B. Appliance Shutoff Valves for Pressure 0.5 to 5 psig. C. Piping Line Valves,NPS 2 and Smaller. D.Piping Line Valves,NPS 2-1/2 and Larger: Plug valve. E. Connections to Existing Gas Piping: Use valve and fitting assemblies made for tapping gas mains. F. Underground: Use PE valves. 3.05 PIPING INSTALLATION A.Basic piping installation requirements are specified in Division 22 Section "Common Work Results for Plumbing." B. Drips and Sediment Traps: Install drips at points where condensate may collect. Include outlets of meters. Locate where readily accessible for cleaning and emptying. 1. Construct drips and sediment traps using tee fitting with bottom outlet and stop --- valve. Use minimum-length nipple of 3 pipe diameters,but not less than 3 inches long, and same size as connected pipe. Install with space between bottom of drip and floor for removal of plug or cap and opening of the valve. C. Install fuel gas piping at uniform grade of 0.1 percent slope upward toward risers. D.Install pressure test ports,upstream and downstream of gas meter. E. Use eccentric reducer fittings to make reductions in pipe sizes on horizontal runs. Install fittings with level side down. F. Connect branch piping from top or side of horizontal piping. G.Install unions in pipes NPS 2 and smaller, adjacent to each valve, at final connection to each piece of equipment, and elsewhere as indicated. Unions are not required on flanged devices. H.Install strainer on inlet of each line pressure regulator and automatic and electrically operated valve. i l I. Install flanges on valves, specialties, and equipment having NPS 2-1/2 and larger connections. Install unions similarly on NPS 2" and smaller. TP-135 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 255 of 630 3.06 JOINT CONSTRUCTION A.Basic piping joint construction is specified in Division 22 Section "Common Work Results for Plumbing"." B. Use materials suitable for fuel gas. C. Prohibited fittings include: bushings,reducing couplings, street tees, and street elbows, D.Preferred fittings for pipe size change is reducing nipple (swaged nipple). E. Patch factory-applied protective coating as recommended by manufacturer at field welds and where damage to coating occurs during construction. 3.07 HANGER AND SUPPORT INSTALLATION A.Pipe hanger and support and equipment support materials and installation requirements are specified in Division 22 Section "Hangers and Supports for Plumbing." B. Install hangers for horizontal steel piping with the following maximum spacing and minimum rod sizes: 1. NPS 1 and Smaller: Maximum span, 96 inches; minimum rod size, 3/8 inch. 2. NPS 1-1/4: Maximum span, 108 inches; minimum rod size, 3/8 inch. 3. NPS 1-1/2 and NPS 2: Maximum span, 108 inches;minimum rod size, 3/8 inch. 3.08 CONNECTIONS A.Drawings indicate general arrangement of fuel gas piping, fittings, and specialties. B. Install piping adjacent to appliances to allow service and maintenance. C. Connect piping to appliances using gas with shutoff valves and unions. Install valve upstream from and within 72 inches of each appliance. Install union downstream from valve. D. Sediment Traps: Install tee fitting with capped nipple in bottom to form drip, as close as practical to inlet of each appliance using gas. E. Gas pipe as grounding electrode is prohibited. 3.09 LABELING AND IDENTIFYING A.Equipment Nameplates and Signs: Install engraved plastic-laminate equipment nameplate or sign on or near each meter, pressure regulator, and specialty valve. TP-136 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 256 of 630 1. Text: In addition to name of identified unit, distinguish between multiple units, inform operator of operational requirements,indicate safety and emergency precautions, and warn of hazards and improper operations. 2. Nameplates, pipe identification, and signs are specified in Division 22 Section "Identification for Plumbing." 3.10 PAINTING A.Paint exterior meters,pressure regulators, exterior metal piping, and specialty valves. 1. Color: Gray. 3.11 FIELD QUALITY CONTROL A. Test, inspect, and purge piping according to CPC. B. Repair leaks and defects with new materials and retest system until satisfactory results are obtained. C. Verify correct pressure settings for pressure regulators. D.Verify that specified piping tests are complete. END OF SECTION SECTION 23 0500 COMMON WORK RESULTS FOR HVAC PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following: 1. Piping materials and installation instructions common to most piping systems. 2. Transition fittings. 3. Mechanical sleeve seals. 4. Sleeves. 5. Mechanical demolition. 6. Equipment installation requirements common to equipment sections. 7. Painting and finishing. 8. Supports and anchorages. • TP-137 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 257 of 630 1.02 DEFINITIONS A. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe and duct shafts, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces, crawlspaces, and tunnels. B. Exposed,Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical equipment rooms. , C. Exposed,Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather conditions. Examples include rooftop locations. D. Concealed,Interior Installations: Concealed from view and protected from physical contact by building occupants. Examples include above ceilings and in duct shafts. E. Concealed,Exterior Installations: Concealed from view and protected from weather conditions and physical contact by building occupants but subject to outdoor ambient temperatures. Examples include installations within concrete pipe trench and unheated shelters. F. The following are industry abbreviations for rubber materials: 1. EPDM: Ethylene-propylene-diene terpolymer rubber. 2. NBR: Acrylonitrile-butadiene rubber. 1.03 SUBMITTALS A. Product Data: For the following if proposed to be used on this project: 1. Transition fittings. 2. Mechanical sleeve seals. 3. Escutcheons. 1.04 QUALITY ASSURANCE A. Electrical Characteristics for Mechanical Equipment: Equipment of higher electrical characteristics may be furnished provided such proposed equipment is approved in writing and connecting electrical services, circuit breakers, and conduit sizes are appropriately modified. If minimum energy ratings or efficiencies are specified, equipment shall comply with requirements. B. Piping penetration through fire-rated construction assemblies, including accessory components; sleeves, sealants, packing materials and methods, and installation shall meet the requirements of the CBC, and shall be California State Fire Marshal approved. Firestopping details shall bear the UL label, indicate F-rating, T-rating, and shall meet the requirements of the California Building Code. C. Structural Seismic Performance: Refer to Division 23 Section "Vibration and Seismic Controls for HVAC." I TP-138 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 258 of 630 1.05 DELIVERY,STORAGE,AND HANDLING A. Deliver pipes and tubes with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe end damage and to prevent entrance of dirt, debris,and moisture. B. Store plastic pipes protected from direct sunlight. Support to prevent sagging and bending. 1.06 COORDINATION A. Arrange for pipe spaces, chases, slots, and openings in building structure during progress of construction,to allow for mechanical installations. B. Coordinate installation of required supporting devices and set sleeves in poured-in-place concrete and other structural components as they are constructed. C. Coordinate requirements for access panels and doors for mechanical items requiring access that are concealed behind finished surfaces. Coordinate to avoid access panels at hard lid ceiling if possible. Access panel shall be located in accessible area for maintenance convenience and safety and limit disturbance to the public. D. Coordinate with other sections of the specifications for the applicability of materials specified in this section. Not every product or material listed may be used. E. Coordinate requirements of this section with actual work to be performed. This section is general in scope for basic materials and methods, some of which may not actually apply to this project. PART 2-PRODUCTS { 2.01 MANUFACTURERS I '. A. Manufacturers: Subject to compliance with requirements, provide products by the manufacturers specified. 2.02 PIPE,TUBE,AND FITTINGS �i A. Refer to individual Division 23 piping Sections for pipe,tube, and fitting materials and joining methods. B. Pipe Threads: ASME B1.20.1 for factory-threaded pipe and pipe fittings. 2.03 JOINING MATERIALS A. Refer to individual Division 23 piping Sections for special joining materials not listed below. B. Pipe-Flange Gasket Materials: Suitable for chemical and thermal conditions of piping system contents. 1. ASME B16.21,nonmetallic,flat, asbestos-free, 1/8-inch maximum thickness unless thickness or specific material is indicated. it TP-139 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 259 of 630 a. Full-Face Type: For flat-face, Class 125, cast-iron and cast-bronze flanges. b. Narrow-Face Type: For raised-face, Class 250, cast-iron and steel flanges. 2. AWWA C110,rubber, flat face, 1/8 inch thick, unless otherwise indicated; and full-face or ring type, unless otherwise indicated. C. Solder Filler Metals: ASTM B 32, lead-free alloys. Include water-flushable flux according to ASTM B 813. D. Brazing Filler Metals: AWS A5.8,BCuP Series, copper-phosphorus alloys for general-duty brazing, unless otherwise indicated; and AWS A5.8, BAgl, silver alloy for refrigerant piping, unless otherwise indicated. E. Welding Filler Metals: Comply with AWS D10.12 for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded. 2.04 TRANSITION FITTINGS A. AWWA Transition Couplings: Same size as, and with pressure rating at least equal to and with ends compatible with,piping to be joined. 1. Manufacturers: a. Cascade Waterworks Mfg. Co. b. Dresser Industries,Inc.; DMD Div. c. Ford Meter Box Company,Incorporated(The);Pipe Products Div. d. JCM Industries. e. Smith-Blair,Inc. f. Viking Johnson. g. Or equal. 2. Aboveground Pressure Piping: Pipe fitting. 2.05 MECHANICAL SLEEVE SEALS A. Description: Modular sealing element unit, designed for field assembly,to fill annular space between pipe and sleeve. 1. Manufacturers: a. Advance Products & Systems, Inc. b. Calpico, Inc. c. Metraflex Co. d. Pipeline Seal and Insulator,Inc. e. Thunderline Modular Seals; Link-Seal f. Or equal. 2. Sealing Elements: EPDM interlocking links shaped to fit surface of pipe. Include type and number required for pipe material and size of pipe. 3. Pressure Plates: Stainless steel. Include two for each sealing element. TP-140 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 260 of 630 4. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to sealing elements. Include one for each sealing element. 5. Link-Seal shall be basis of design. Equal products may be submitted. 2.06 SLEEVES A. Galvanized-Steel Sheet: 0.0239-inch minimum thickness;round tube closed with welded longitudinal joint. B. Steel Pipe: ASTM A 53, Type E, Grade B, Schedule 40, galvanized,plain ends. C. Stack Sleeve Fittings: Manufactured, cast-iron sleeve with integral clamping flange. Include clamping ring and bolts and nuts for membrane flashing. 1. Underdeck Clamp: Clamping ring with set screws. 2.07 ESCUTCHEONS A. Description: Manufactured wall and ceiling escutcheons and floor plates, with an ID to closely fit around pipe,tube, and insulation of insulated piping and an OD that completely covers opening. B. One-Piece,Deep-Pattern Type: Deep-drawn,box-shaped brass with polished chrome-plated finish and spring-clip fasteners. C. One-Piece, Cast-Brass Type: With set screw. 1. Finish: Polished chrome-plated and rough brass. D. Split-Casting, Cast-Brass Type: With concealed hinge and set screw. 1. Finish: Polished chrome-plated and rough brass E. One-Piece,Floor-Plate Type: Cast-iron floor plate. F. Split-Casting, Floor-Plate Type: Cast brass with concealed hinge and set screw. PART 3 -EXECUTION 3.01 MECHANICAL DEMOLITION A. Disconnect, demolish, and remove mechanical systems, equipment, and components indicated to be removed. 1. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. 2. Piping to Be Abandoned in Place: Prohibited. Remove completely. 3. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material. 4. Ducts to Be Abandoned in Place: Prohibited. Remove completely. 5. Equipment to Be Removed: Disconnect and cap services and remove equipment. TP-141 I City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 261 of 630 6. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment;when appropriate, reinstall,reconnect, and make equipment operational. 7. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to facilities department. B. If pipe, insulation, or equipment to remain is damaged in appearance or is unserviceable,remove damaged or unserviceable portions and replace with new products of equal capacity and quality. 3.02 PIPING SYSTEMS- COMMON REQUIREMENTS A. Install piping according to the following requirements and Division 23 Sections specifying piping systems. B. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion,pump sizing, and other design considerations. Install piping as indicated unless deviations to layout are approved on Coordination Drawings. C. Install piping in concealed locations,unless otherwise indicated and except in equipment rooms and service areas. D. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise. E. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal. F. Install piping at indicated slopes. G. Install piping free of sags and bends in straight runs. H. Install fittings or custom bends for changes in direction and branch connections. I. Select system components with pressure rating equal to or greater than system operating pressure. J. Install escutcheons for penetrations of walls, ceilings, and floors according to the following: 1. New Piping: a. Piping with Fitting or Sleeve Protruding from Wall: One-piece, deep-pattern type. b. Bare Piping at Wall and Floor Penetrations in Finished Spaces: One-piece, cast-brass type with polished chrome-plated finish. c. Bare Piping at Ceiling Penetrations in Finished Spaces: One-piece, cast-brass type with polished chrome-plated finish. d. Bare Piping in Unfinished Service Spaces: One-piece, cast-brass type with rough-brass finish. e. Bare Piping in Equipment Rooms: One-piece, cast-brass type. TP-142 1 I City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 262 of 630 2. Existing Piping: Use the following: _ a. Bare Piping at Wall and Floor Penetrations in Finished Spaces: Split-casting, cast-brass type with chrome-plated finish. b. Bare Piping at Ceiling Penetrations in Finished Spaces: Split-casting, cast-brass type with chrome-plated finish. c. Bare Piping in Equipment Rooms: Split-casting, cast-brass type. K. Mounting hardware, including nuts,bolts and washers for outdoor applications and below grade applications must be of stainless steel materials. L. Sleeves are not required for core-drilled holes, except where spill control is required M. Install sleeves for pipes passing through interior concrete and masonry walls, and concrete floor and roof slabs. 1. Cut sleeves to length for mounting flush with both surfaces. a. Exception: Extend sleeves installed in floors of mechanical equipment areas or other wet areas 2 inches above finished floor level. Extend cast-iron sleeve fittings below floor slab as required to secure clamping ring if ring is specified. b. Exception: Extend sleeves installed in floors for areas indicated 4 inches above finished floor level, including slabs on grade. 2. Install sleeves in new walls and slabs as new walls and slabs are constructed. 3. Install sleeves that are large enough to provide 1/4-inch annular clear space between sleeve and pipe or pipe insulation. Use the following sleeve materials: a. Steel Pipe Sleeves: For mechanical rooms, and wet area applications where spill containment is required. b. Stack Sleeve Fittings: For pipes penetrating floors with membrane waterproofing. Secure flashing between clamping flanges. Install section of cast-iron soil pipe to extend sleeve to 2 inches above finished floor level. r 4. Except for underground wall penetrations, seal annular space between sleeve and pipe or pipe insulation,using joint sealants appropriate for size, depth, and location of joint. 5. Where required, sleeve application and installation shall comply with UL approved Firestopping Detail. N. Aboveground,Exterior-Wall Pipe Penetrations: Seal penetrations using sleeves and mechanical sleeve seals. Select sleeve size to allow for 1-inch annular clear space between pipe and sleeve for installing mechanical sleeve seals. 1. Install steel pipe for sleeves. 2. Mechanical Sleeve Seal Installation: Select type and number of sealing elements required for pipe material and size. Position pipe in center of sleeve. Assemble mechanical sleeve seals and install in annular space between pipe and sleeve. ITP-143 I City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 263 of 630 Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal. O. Fire-Barrier Penetrations: Maintain indicated fire rating of walls,partitions, ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestop materials per UBC requirements. Piping penetration through fire-rated construction assemblies, including accessory components; sleeves, sealants, packing materials and methods, and installation shall conform to Underwriters Laboratories Listed firestop systems. P. Verify final equipment locations for roughing-in. Q. Refer to equipment specifications in other Sections of these Specifications for roughing-in requirements. 3.03 PIPING JOINT CONSTRUCTION A. Join pipe and fittings according to the following requirements and Division 23 Sections specifying piping systems. B. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe. C. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly. D. Oxyacetylene torch welding and cutting of structural steel or bolt holes is prohibited. E. Install main and branch piping using specified fittings. F. "T-drill", "welded nozzles", or"Side-Tap"or similar fitting substitution style connections are prohibited. G. Soldered Joints: Apply ASTM B 813,water-flushable flux,unless otherwise indicated, to tube end. Construct joints according to ASTM B 828 or CDA's "Copper Tube Handbook,"using lead-free solder alloy complying with ASTM B 32. H. Brazed Joints: Construct joints according to AWS's "Brazing Handbook," "Pipe and Tube" Chapter,using copper-phosphorus brazing filler metal complying with AWS A5.8. I. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. 3.04 EQUIPMENT INSTALLATION- COMMON REQUIREMENTS A. Install equipment to allow maximum possible headroom. B. Install equipment level and plumb, parallel and perpendicular to other building systems and components in exposed interior spaces, unless otherwise indicated. C. Install mechanical equipment to facilitate service, maintenance, and repair or replacement of components. Connect equipment for ease of disconnecting,with minimum interference to other installations. Grease fittings shall be installed in accessible locations. Extended lube lines are prohibited. TP-144 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 264 of 630 D. Install equipment to allow right of way for piping installed at required slope. 3.05 PAINTING A. Damage and Touchup: Repair marred and damaged factory-painted finishes with materials and procedures to match original factory finish. 3.06 ERECTION OF METAL SUPPORTS AND ANCHORAGES A. Cut,fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor mechanical materials and equipment. B. Field Welding: Comply with AWS D1.1. C. Outdoor Applications: Outdoor support assemblies and accessories shall be of"stainless steel material", or"hot-dip galvanized carbon steel", as noted below: 1. Stainless steel: Mounting hardware such as bolts,nuts,washers, straps,brackets, fastening hardware etc., shall be stainless steel. 2. Hot-dip galvanized steel: Carbon steel support assemblies, including metal fabrications for use outdoors shall comply with each paragraph listed below: a. Assemblies must be shop-fabricated and pre-assembled for one-piece hot-dip galvanized coating process b. Touch-up and repair per ASTM A780 "The Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings." D. Rooftop Applications: Rooftop support assemblies and accessories shall be fabricated for outdoor applications as noted above, and shall be designed per SMACNA design requirements. 1. SMACNA Clearances: Pipes,pipe racks, and equipment shall be installed high enough above roofing surfaces to allow roofing access for maintenance and repair. Install piping and equipment at a minimum height as shown in Table 4-1 of SMACNA Architectural Sheet Metal Manual—5th Edition. 2. SMACNA Support Systems: Piping systems and equipment supports,unless otherwise shown, use round column supports to tie-in to structure with lead jacks for built-up roofs, and single-ply preformed jacks for single-ply roofs, lead flashing, and lead umbrellas with stainless steel draw band per Figure 4-16A, or Figure 4-16B, of SMACNA Architectural Sheet Metal Manual—5th Edition. 3.07 SHEET METAL A. Exposed edges shall be completely deburred and smooth or folded over(hemmed) B. Eliminate sharp corners through rounding,folding over,trimming, or other acceptable means. C. Sheet metal ducting shall not"oil can"or visibly deflect in service.Add additional reinforcement(s) as needed to eliminate these issues if observed. TP-145 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 265 of 630 END OF SECTION SECTION 23 0529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following hangers and supports for mechanical system piping and equipment: 1. Metal pipe hangers and supports. 2. Trapeze pipe hangers. 3. Metal framing systems. 4. Thermal-hanger shield inserts. 5. Fastener systems. 6. Pipe stands. 7. Pipe positioning systems. 1.02 DEFINITIONS A. MSS: Manufacturers Standardization Society for The Valve and Fittings Industry Inc. 1.03 PERFORMANCE REQUIREMENTS A. Design supports for multiple pipes, including pipe stands, capable of supporting combined weight of supported systems, system contents, and test water. B. Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components. C. Design seismic-restraint hangers and supports shop drawing for piping and equipment in accordance with CBC. D. Wind-Restraint Loading: 1. Basic Wind Speed: minimum 110 mph. 2. Building Classification Category: II. 3. Minimum 10 lb per sq. ft.multiplied by maximum area of HVAC component projected on vertical plane normal to wind direction, and 45 degrees either side of normal. E. Seismic-Restraint Loading: (to be confirmed for each building) 1. Site Class as Defined in the CBC: D. 2. Assigned Seismic Use Group or Building Category as Defined in the CBC: II. a. Component Importance Factor: 1.0. TP-146 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 266 of 630 b. Component Response Modification Factor: 2.5. c. Component Amplification Factor: 2.5. 3. Design Spectral Response Acceleration at Short Periods (0.2 Second): 1.057 g. 4. Design Spectral Response Acceleration at 1.0-Second Period: 0.579 g. 1.04 SUBMITTALS A. Product Data: For the following: 1. Steel pipe hangers and supports. 2. Thermal-hanger shield inserts. 3. Pipe positioning systems. B. Shop Drawings: Signed and sealed by a qualified California registered professional engineer. Show fabrication and installation details and include calculations for the following: 1. Trapeze pipe hangers. Include Product Data for components. 2. Metal framing systems. Include Product Data for components. 3. Pipe stands. Include Product Data for components. 4. Equipment supports. C. Welding certificates. 1.05 QUALITY ASSURANCE A. Seismic Engineering: Seismic bracing and support design, mounting hardware and equipment, support systems,restraint systems, anchorage systems, and installation shall conform to the CBC. Submit calculations, plans, and documents stamped by a qualified California registered engineer. B. Structural Review: Seismic engineering submittal documents, seismic loads, anchorage and support loads, and vertical loads applied to building structures and structural components shall be reviewed, analyzed, and approved by the project structural engineer of record. PART 2 -PRODUCTS 2.01 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists,the following requirements apply to product selection: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2.02 STEEL PIPE HANGERS AND SUPPORTS A. Description: MSS SP-58, Types 1 through 58, factory-fabricated components. Refer to Part 3 "Hanger and Support Applications" Article for where to use specific hanger and support types. TP-147 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 267 of 630 B. Manufacturers: 1. B-Line Systems,Inc.; a division of Cooper Industries. 2. ERICO/Michigan Hanger Co. 3. Grinnell Corp. 4. Tolco Inc. 5. Superstrut. 6. Or equal. C. Galvanized,Metallic Coatings: Pregalvanized or hot dip galvanized. D. Nonmetallic Coatings: Plastic coating,jacket, or liner. E. Padded Hangers: Hanger with fiberglass or other pipe insulation pad or cushion for support of bearing surface of piping. 2.03 TRAPEZE PIPE HANGERS A. Description: MSS SP-69, Type 59, shop-or field-fabricated pipe-support assembly made from structural-steel shapes with MSS SP-58 hanger rods, nuts, saddles, and U-bolts. 2.04 METAL FRAMING SYSTEMS A. Description: MFMA-4, shop- or field-fabricated pipe-support assembly made of steel channels and other components. B. Manufacturers: 1. PHP System/Design 2. Allied Tube&Conduit. 3. Cooper B-Line,Inc. 4. Flex-Strut Inc. 5. GS Metals Corp. 6. Thomas&Betts Corporation. 7. Unistrut Corporation;Atkore International, Ltd. 8. Wesanco,Inc. 9. Or equal. C. Coatings: Manufacturer's standard finish, unless bare metal surfaces are indicated. D. Nonmetallic Coatings: Plastic coating,jacket, or liner. 2.05 FASTENER SYSTEMS A. Powder-Actuated Fasteners are prohibited. B. Mechanical-Expansion Anchors: Insert-wedge-type zinc-coated, except exterior or corrosive environments shall be stainless steel, for use in hardened Portland cement concrete with pull-out,tension, and shear capacities appropriate for supported loads and building materials where used. 1. Manufacturers: TP-148 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 268 of 630 a. B-Line Systems, Inc.; a division of Cooper Industries. b. Hilti,Inc. c. ITW Ramset/Red Head. d. Simpson Strong-Tie Company. e. Or equal. 2.06 PIPE STAND FABRICATION A. Pipe Stands, General: Shop or field-fabricated assemblies made of manufactured corrosion-resistant components to support roof-mounted piping. B. Compact Pipe Stand: One-piece plastic unit with integral-rod-roller,pipe clamps, or V-shaped cradle to support pipe, for roof installation without membrane penetration. 1. Manufacturers: a. ERICO/Michigan Hanger Co. b. MIRO Industries. c. Or equal. C. Low-Type, Single-Pipe Stand: One-piece stainless-steel base unit with plastic roller, for roof installation without membrane penetration. 1. Manufacturers: a. MIRO Industries. b. Or equal. D. High-Type, Single-Pipe Stand: Assembly of base, vertical and horizontal members, and pipe support, for roof installation without membrane penetration. 1. Manufacturers: a. ERICO/Michigan Hanger Co. b. MIRO Industries. c. Portable Pipe Hangers. d. Or equal. 2. Base: Stainless steel. 3. Vertical Members: Two or more cadmium-plated-steel or stainless-steel, continuous-thread rods. 4. Horizontal Member: Cadmium-plated-steel or stainless-steel rod with plastic or stainless-steel, roller-type pipe support. E. High-Type, Multiple-Pipe Stand: Assembly of bases, vertical and horizontal members, and pipe supports, for roof installation without membrane penetration. 1. Manufacturers: a. Portable Pipe Hangers. b. Or equal. TP-149 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 269 of 630 2. Bases: One or more plastic. 3. Vertical Members: Two or more protective-coated-steel channels. 4. Horizontal Member: Protective-coated-steel channel. 5. Pipe Supports: Galvanized-steel, clevis-type pipe hangers. F. Curb-Mounting-Type Pipe Stands: Shop- or field-fabricated pipe support made from structural-steel shape, continuous-thread rods, and rollers for mounting on permanent stationary roof curb. 2.07 ROOFTOP AND OUTDOOR APPLICATIONS A. Outdoor assemblies shall be fully weather-proof design and installation. Mounting hardware such as bolts, nuts, washers, anchors straps,brackets, fastening hardware etc., shall be stainless steel. 2.08 MISCELLANEOUS MATERIALS A. Structural Steel: ASTM A 36/A 36M, steel plates, shapes, and bars; black and galvanized. B. Grout: ASTM C 1107, factory-mixed and -packaged, dry, hydraulic-cement, nonshrink and nonmetallic grout; suitable for interior and exterior applications. 1. Properties: Nonstaining, noncorrosive, and nongaseous. 2. Design Mix: 5000-psi, 28-day compressive strength. PART 3 -EXECUTION 3.01 HANGER AND SUPPORT APPLICATIONS A. Specific hanger and support requirements are specified in Sections specifying piping systems and equipment. B. Comply with MSS SP-69 for pipe hanger selections and applications that are not specified in piping system Sections. C. Use hangers and supports with galvanized,metallic coatings for piping and equipment that will not have field-applied finish. D. Use nonmetallic coatings on attachments for electrolytic protection where attachments are in direct contact with copper tubing. E. Use padded hangers for piping that is subject to scratching. F. Horizontal-Piping Hangers and Supports: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Adjustable, Steel Clevis Hangers (MSS Type 1): For suspension of noninsulated or insulated stationary pipes,NPS 1/2 to NPS 30. 2. Carbon- or Alloy-Steel,Double-Bolt Pipe Clamps (MSS Type 3): For suspension of pipes,NPS 3/4 to NPS 24, requiring clamp flexibility and up to 4 inches of insulation. TP-150 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 270 of 630 3. Pipe Hangers (MSS Type 5): For suspension of pipes,NPS 1/2 to NPS 4,to allow off-center closure for hanger installation before pipe erection. 4. Adjustable Swivel Split- or Solid-Ring Hangers (MSS Type 6): For suspension of noninsulated stationary pipes,NPS 3/4 to NPS 8. 5. Adjustable, Steel Band Hangers (MSS Type 7): For suspension of noninsulated stationary pipes,NPS 1/2 to NPS 8. 6. Adjustable Band Hangers (MSS Type 9): For suspension of noninsulated stationary pipes,NPS 1/2 to NPS 8. 7. Adjustable Swivel-Ring Band Hangers (MSS Type 10): For suspension of noninsulated stationary pipes,NPS 1/2 to NPS 2. 8. Split Pipe-Ring with or without Turnbuckle-Adjustment Hangers (MSS Type 11): For suspension of noninsulated stationary pipes,NPS 3/8 to NPS 8. 9. Extension Hinged or 2-Bolt Split Pipe Clamps (MSS Type 12): For suspension of noninsulated stationary pipes,NPS 3/8 to NPS 3. 10. U-Bolts (MSS Type 24): For support of heavy pipes,NPS 1/2 to NPS 30. 11. Clips (MSS Type 26): For support of insulated pipes not subject to expansion or contraction. G. Vertical-Piping Clamps: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Extension Pipe or Riser Clamps (MSS Type 8): For support of pipe risers, NPS 3/4 to NPS 20. 2. Carbon- or Alloy-Steel Riser Clamps (MSS Type 42): For support of pipe risers, NPS 3/4 to NPS 20, if longer ends are required for riser clamps. H. Hanger-Rod Attachments: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Swivel Turnbuckles (MSS Type 15): For use with MSS Type 11, split pipe rings. 2. Malleable-Iron Sockets (MSS Type 16): For attaching hanger rods to various types of building attachments. I. Building Attachments: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Steel or Malleable Concrete Inserts (MSS Type 18): For upper attachment to suspend pipe hangers from concrete ceiling. 2. Top-Beam C-Clamps (MSS Type 19): For use under roof installations with bar joist construction to attach to top flange of structural shape. Provide with retaining bracket. 3. Side-Beam or Channel Clamps (MSS Type 20): For attaching to bottom flange of beams, channels, or angles. 4. Center-Beam Clamps (MSS Type 21): For attaching to center of bottom flange of beams. 5. Welded Beam Attachments (MSS Type 22): For attaching to bottom of beams if loads are considerable and rod sizes are large. 6. C-Clamps (MSS Type 23): For structural shapes. TP-151 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 271 of 630 7. Top-Beam Clamps (MSS Type 25): For top of beams if hanger rod is required tangent to flange edge. 8. Linked-Steel Clamps with Eye Nuts (MSS Type 29): For attaching to bottom of steel I-beams for heavy loads, with link extensions. 9. Malleable Beam Clamps with Extension Pieces (MSS Type 30): For attaching to structural steel. 10. Welded-Steel Brackets: For support of pipes from below, or for suspending from above by using clip and rod. Use one of the following for indicated loads: a. Light(MSS Type 31): 750 lb. b. Medium (MSS Type 32): 1500 lb. c. Heavy(MSS Type 33): 3000 lb. 11. Side-Beam Brackets (MSS Type 34): For sides of wooden beams only. 12. Plate Lugs (MSS Type 57): For attaching to steel beams if flexibility at beam is required. 13. Horizontal Travelers (MSS Type 58): For supporting piping systems subject to linear horizontal movement where headroom is limited. J. Comply with MSS SP-69 for trapeze pipe hanger selections and applications that are not specified in piping system Sections. K. Comply with MFMA-102 for metal framing system selections and applications that are not specified in piping system Sections. L. Use mechanical-expansion anchor attachments if concrete insert is not available in concrete construction. 3.02 HANGER AND SUPPORT INSTALLATION A. Steel Pipe Hanger Installation: Comply with MSS SP-69 and MSS SP-89. Install hangers, supports, clamps, and attachments as required to properly support piping from building structure. B. Metal Framing System Installation: Arrange for grouping of parallel runs of piping and support together on field-assembled metal framing systems. C. Fastener System Installation: 1. Install mechanical-expansion anchors in concrete after concrete is placed and completely cured. Install fasteners according to manufacturer's written instructions. D. Pipe Stand Installation: 1. Pipe Stand Types except Curb-Mounting Type: Assemble components and mount on smooth roof surface. Penetration of roof membrane is prohibited. 2. Curb-Mounting-Type Pipe Stands: Assemble components or fabricate pipe stand and mount on permanent, stationary roof curb. E. Install hangers and supports complete with necessary inserts, bolts, rods, nuts, washers, and other accessories. TP-152 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 272 of 630 F. Install hangers and supports to allow controlled thermal and seismic movement of piping systems,to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends, and similar units. G. Install lateral bracing with pipe hangers and supports to prevent swaying. H. Install building attachments within concrete slabs or attach to structural steel. Install additional attachments at concentrated loads, including valves, flanges,and strainers, NPS 2-1/2 and larger and at changes in direction of piping. Install concrete inserts before concrete is placed; fasten inserts to forms and install reinforcing bars through openings at top of inserts. I. Load Distribution: Install hangers and supports so piping live and dead loads and stresses from movement will not be transmitted to connected equipment. J. Pipe Slopes: Install hangers and supports to provide indicated pipe slopes and so maximum pipe deflections allowed by ASME B31.1 (for power piping) and ASME B31.9 (for building services piping) are not exceeded. 3.03 METAL FABRICATIONS A. Fit exposed connections together to form hairline joints. Field weld connections that cannot be shop welded because of shipping size limitations. 3.04 ADJUSTING A. Hanger Adjustments: Adjust hangers to distribute loads equally on attachments and to achieve indicated slope of pipe. B. Trim excess length of continuous-thread hanger and support rods to 1-1/2 inches. 3.05 PAINTING A. Touch Up: Clean field welds and abraded areas of shop paint. Paint exposed areas immediately after erecting hangers and supports. Use same materials as used for shop painting. Comply with SSPC-PA 1 requirements for touching up field-painted surfaces. 1. Apply paint by brush or spray to provide minimum dry film thickness of 2.0 mils. B. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and apply galvanizing-repair paint to comply with ASTM A 780. END OF SECTION SECTION 23 0548 VIBRATION AND SEISMIC CONTROLS FOR HVAC TP-153 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 273 of 630 PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following: 1. Restrained spring isolators. 2. Housed spring mounts. 3. Thrust limits. 4. Pipe riser resilient supports. 5. Resilient pipe guides. 6. Restrained vibration isolation roof-curb rails. 7. Seismic snubbers. 8. Steel and inertia, vibration isolation equipment bases. 1.02 PERFORMANCE REQUIREMENTS A. Wind-Restraint Loading: 1. Basic Wind Speed: minimum 110 mph. 2. Building Classification Category: II. 3. Minimum 10 lb per sq. ft.multiplied by maximum area of HVAC component projected on vertical plane normal to wind direction, and 45 degrees either side of normal. B. Seismic-Restraint Loading: (to be confirmed for each building) 1. Site Class as Defined in the CBC: D. 2. Assigned Seismic Use Group or Building Category as Defined in the CBC: II. a. Component Importance Factor: 1.0. b. Component Response Modification Factor: 2.5. c. Component Amplification Factor: 2.5. 3. Design Spectral Response Acceleration at Short Periods (0.2 Second): 1.057 g. 4. Design Spectral Response Acceleration at 1.0-Second Period: 0.579 g. C. Sound and Vibration Performance: The Design-Build Team shall retain a licensed professional acoustical engineer for acoustic and vibration analysis and design. Systems shall be reviewed by the acoustical engineer for compliance with acoustics and vibration control contract document requirements. Provide acoustic and vibration design solutions, including system modifications, equipment modifications, additional sound treatment devices,materials and devices, and labor per the acoustical engineer's design solution reports, and recommendations. D. Rotating and reciprocating equipment shall be statically and dynamically balanced to meet the following vibration limits under design operating conditions and under specified vibration isolation: TP-154 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 274 of 630 Equipment Type Vibration Limit(inches/sec, RMS) Direct Drive Fans 0.05 Belt-Driven Fans 0.1 Reciprocating Equipment 0.4 Other Equipment 0.1 1. These vibration limits apply either on the bearings or the equipment support structure, whichever applicable. 2. The vibration limits shall include the effects of inertia mass or inertia bases, where applicable. 3. Equipment with variable frequency drives shall meet these limits throughout the entire frequency range that the equipment will operate. E. Vibration Isolated Equipment with Variable Frequency Drives (VFD) shall not be operated below the following rotational speeds: Specified Isolation Minimum Allowed Equipment Minimum Static Rotational Speed (rpm) Deflection Less than 1 inch 600 1 inch 500 2 inches 400 3 inches 350 4 inches 300 5 or more inches 250 1.03 SUBMITTALS A. Product Data: Include load deflection curves for each vibration isolation device. TP-155 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 275 of 630 1. Manufacturer's model number for each vibration isolator,the equipment or ductwork or pipeline to which it is to be attached, and the number of isolators to be furnished for each installed system. 2. For steel spring mounts or hangers -free height, deflected height, solid height, isolator loading, and diameter of spring coil. 3. For neoprene isolators -free height, deflected height, and isolator loading. 4. An itemized list of isolated equipment with detailed schedules showing isolators proposed for each piece of equipment, referencing materials and drawings. B. Shop Drawings: Signed and sealed by a qualified California registered professional engineer. Include the following: 1. Design Calculations: Calculate requirements for selecting vibration isolators and seismic restraints and for designing vibration isolation bases. 2. Riser Supports: Include riser diagrams and calculations showing anticipated expansion and contraction at each support point, initial and fmal loads on building structure, spring deflection changes, and seismic loads. Include certification that riser system has been examined for excessive stress and that none will exist. 3. Vibration Isolation Base Details: Detail fabrication, including anchorages and attachments to structure and to supported equipment. Include auxiliary motor slides and rails, base weights, equipment static loads, power transmission, component misalignment, and cantilever loads. a. Show base construction for equipment; include dimensions, structural member sizes and support point locations. b. Dimensional and weight data for concrete inertia bases, steel and rail bases, and details of isolator attachment. 4. Seismic-Restraint Details: Detail fabrication and attachment of seismic restraints and snubbers. Show anchorage details and indicate quantity, diameter, and depth of penetration of anchors. 5. Submittals for Interlocking Snubbers: Include load deflection curves up to 1/2-inch deflection in x,y, and z planes. 6. Layout Drawings showing locations and sizes of braces for suspended piping and ductwork. C. Manufacturer's Certification: Upon completion of installation, submit written certification from equipment manufacturer that vibration isolation and seismic control devices are installed correctly and properly adjusted. 1.04 QUALITY ASSURANCE A. Seismic-restraint devices shall have horizontal and vertical load testing and analysis performed according to CBC or shall bear anchorage preapproval "OPA" number, from OSHPD showing maximum seismic-restraint ratings. Ratings based on independent testing are preferred to ratings based on calculations. If preapproved ratings are not available, submittals based on independent testing are preferred. Calculations (including combining shear and tensile loads)to support seismic-restraint designs must be signed and sealed by a qualified California registered professional engineer. Testing TP-156 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 276 of 630 and calculations must include both shear and tensile loads and 1 test or analysis at 45 degrees to the weakest mode. B. Seismic Engineering: Seismic bracing and support design, mounting hardware and equipment, support systems,restraint systems, anchorage systems, and installation shall conform to the CBC requirements. Submit calculations, plans, and documents stamped by a qualified California registered engineer. C. Structural Review: Seismic engineering submittal documents, seismic loads, anchorage and support loads, and vertical loads applied to building structures and structural components shall be reviewed, analyzed, and approved by the project structural engineer of record. PART 2-PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Amber/Booth Company,Inc. 2. California Dynamics Corp. 3. Kinetics Noise Control,Inc. 4. Mason Industries,Inc. 5. MicroMetl 6. Vibrex 7. Thybar 8. Or equal. 2.02 VIBRATION ISOLATORS A. Manufacturers: 1. Amber/Booth Company,Inc. 2. California Dynamics Corp. 3. Kinetics Noise Control, Inc. 4. Mason Industries,Inc. 5. MicroMetl 6. Vibrex 7. Thybar 8. Or equal. B. Spring Isolators: Freestanding, laterally stable, open-spring isolators. 1. Outside Spring Diameter: Not less than 80 percent of the compressed height of the spring at rated load. 2. Minimum Additional Travel: 50 percent of the required deflection at rated load. 3. Lateral Stiffness: More than 80 percent of the rated vertical stiffness. 4. Overload Capacity: Support 200 percent of rated load, fully compressed,without deformation or failure. TP-157 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 277 of 630 5. Baseplates: Factory drilled for bolting to structure and bonded to 1/4-inch-thick, rubber isolator pad attached to baseplate underside. Baseplates shall limit floor load to 100 psig. 6. Top Plate and Adjustment Bolt: Threaded top plate with adjustment bolt and cap screw to fasten and level equipment. 7. Based on Mason SLF or SLFH. C. Restrained Spring Isolators: Freestanding, steel, open-spring isolators with seismic restraint. 1. Housing: Steel with resilient vertical-limit stops to prevent spring extension due to wind loads or if weight is removed; factory-drilled baseplate bonded to 1/4-inch-thick, elastomeric isolator pad attached to baseplate underside; and adjustable equipment mounting and leveling bolt that acts as blocking during installation. 2. Outside Spring Diameter: Not less than 80 percent of the compressed height of the spring at rated load. 3. Minimum Additional Travel: 50 percent of the required deflection at rated load. 4. Lateral Stiffness: More than 80 percent of the rated vertical stiffness. 5. Overload Capacity: Support 200 percent of rated load, fully compressed,without deformation or failure. 6. Based on Mason SLR or SLRS. D. Housed Spring Mounts: Housed spring isolator with integral seismic snubbers. 1. Housing: Ductile-iron or steel housing to provide all-directional seismic restraint. 2. Base: Factory drilled for bolting to structure. 3. Snubbers: Vertically adjustable to allow a maximum of 1/4-inch travel before contacting a resilient collar. 4. Based on Mason SSLFH. E. Thrust Limits: Combination coil spring and elastomeric insert with spring and insert in compression and with a load stop. Include rod and angle-iron brackets for attaching to equipment. 1. Frame: Steel, fabricated for connection to threaded rods and to allow for a maximum of 30 degrees of angular rod misalignment without binding or reducing isolation efficiency. 2. Outside Spring Diameter: Not less than 80 percent of the compressed height of the spring at rated load. 3. Minimum Additional Travel: 50 percent of the required deflection at rated load. 4. Lateral Stiffness: More than 80 percent of the rated vertical stiffness. 5. Overload Capacity: Support 200 percent of rated load, fully compressed,without deformation or failure. 6. Elastomeric Element: Molded, oil-resistant rubber or neoprene. 7. Coil Spring: Factory set and field adjustable for a maximum of 1/4-inch movement at start and stop. 8. Based on Mason WBI or WBD. TP-158 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 278 of 630 F. Pipe Riser Resilient Support: All-directional, acoustical pipe anchor consisting of 2 steel tubes separated by a minimum of 1/2-inch-thick, 60-durometer neoprene. Include steel and neoprene vertical-limit stops arranged to prevent vertical travel in both directions. Design support for a maximum load on the isolation material of 500 psig and for equal resistance in every directions. G. Resilient Pipe Guides: Telescopic arrangement of 2 steel tubes separated by a minimum of 1/2-inch-thick, 60-durometer neoprene. Factory set guide height with a shear pin to allow vertical motion due to pipe expansion and contraction. Shear pin shall be removable and reinsertable to allow for selection of pipe movement. Guides shall be capable of motion to meet location requirements. 2.03 RESTRAINED VIBRATION ISOLATION ROOF-CURB RAILS A. Description: Factory-assembled, fully enclosed, insulated, air- and watertight curb rail designed to resiliently support equipment and to withstand 125-mph wind impinging laterally against side of equipment. B. Lower Support Assembly: Sheet-metal "Z" section containing adjustable and removable steel springs that support upper floating frame. Upper frame shall provide continuous support for equipment and shall be captive to resiliently resist wind and seismic forces. Lower support assembly shall have a means for attaching to building structure and a wood nailer for attaching roof materials, and shall be insulated with a minimum of 2 inches of rigid, glass-fiber insulation on inside of assembly. C. Spring Isolators: Adjustable, restrained spring isolators shall be mounted on 1/4-inch- thick, elastomeric vibration isolation pads and shall have access ports,for level adjustment, with removable waterproof covers at isolator locations. Isolators shall be located so they are accessible for adjustment at any time during the life of the installation without interfering with the integrity of the roof Isolator adjustment mechanism shall be a rigid lift platform to minimize side sway. 1. Restrained Spring Isolators: Freestanding, steel, open-spring isolators with seismic restraint. a. Housing: Steel with resilient vertical-limit stops and adjustable equipment mounting and leveling bolt. b. Outside Spring Diameter: Not less than 80 percent of the compressed height of the spring at rated load. c. Minimum Additional Travel: 50 percent of the required deflection at rated load. d. Lateral Stiffness: More than 80 percent of the rated vertical stiffness. e. Overload Capacity: Support 200 percent of rated load, fully compressed, without deformation or failure. 2. Elastomeric Isolator Pads: Oil-and water-resistant elastomer or natural rubber, arranged in single or multiple layers, molded with a nonslip pattern and galvanized steel baseplates of sufficient stiffness for uniform loading over pad area, and factory cut to sizes that match requirements of supported equipment. a. Material: Bridge-bearing neoprene, complying with AASHTO M 251. TP-159 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 279 of 630 b. Durometer Rating: 50. c. Number of Layers: As required. D. Snubber Bushings: All-directional, elastomeric snubber bushings at least 1/4 inch thick. E. Water Seal: Galvanized sheet metal with EPDM seals at corners, attached to upper support frame, extending down past wood nailer of lower support assembly, and counter-flashed over roof materials. F. Based on Mason RSC. 2.04 SEISMIC-RESTRAINT DEVICES A. Resilient Isolation Washers and Bushings: 1-piece,molded, bridge-bearing neoprene complying with AASHTO M 251 and having a durometer of 60, plus or minus 5,with a flat washer face. 1. Based on Mason HG. B. Seismic Snubbers: All-directional and factory fabricated using welded structural-steel shapes and plates, anchor bolts, and replaceable resilient isolation washers and bushings. 1. Anchor bolts for attaching to concrete shall be seismic-rated, drill-in, and stud-wedge or female-wedge type. 2. Resilient Isolation Washers and Bushings: 1-piece,molded, bridge-bearing neoprene complying with AASHTO M 251 and having a durometer of 60,plus or minus 5. 3. Snubbers, and snubber quantities, shall be selected based upon calculation of forces/loads. 4. Based on Mason Z-1225, or Z-1011. C. Anchor Bolts: Seismic-rated, drill-in, and stud-wedge or female-wedge type. Select anchor bolts with strength required for anchor and as tested according to ASTM E 488/E 488M. 2.05 VIBRATION ISOLATION EQUIPMENT BASES. A. Steel Base: Factory-fabricated,welded, structural-steel bases and rails. 1. Design Requirements: Lowest possible mounting height with not less than 1-inch clearance above the floor. Include equipment anchor bolts and auxiliary motor slide bases or rails. Include supports for suction and discharge elbows for pumps. 2. Structural Steel: Steel shapes, plates, and bars complying with ASTM A 36/A 36M. Bases shall have shape to accommodate supported equipment. Beam deflection shall not exceed 0.10 inches over entire length. 3. Support Brackets: Factory-welded steel angles on frame for outrigger isolation mountings and to provide for anchor bolts and equipment support. 4. Motor Mounts: Slide rails. 5. Based on Mason M, or WF. TP-160 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 280 of 630 2.06 FACTORY FINISHES A. Manufacturer's standard prime-coat finish ready for field painting. B. Finish: Manufacturer's standard paint applied to factory-assembled and-tested equipment before shipping. 1. Powder coating on springs and housings. 2. Hardware shall be hot-dip galvanized. 3. Nuts, bolts, and washers for outdoor use or wet applications shall be stainless steel. 4. Baked enamel for metal components on isolators for interior use. 5. Color-code or otherwise mark vibration isolation and seismic-control devices to indicate capacity range. PART 3 -EXECUTION 3.01 EXAMINATION A. Examine areas and equipment to receive vibration isolation and seismic-control devices for compliance with requirements, installation tolerances, and other conditions affecting performance. B. Examine roughing-in of reinforcement and cast-in-place anchors to verify actual locations before installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION A. Installation of vibration isolators must not cause any change of position of equipment, piping, or ductwork resulting in stresses or misalignment. B. Install thrust limits at centerline of thrust, symmetrical on either side of equipment. C. Install seismic snubbers on isolated equipment. Locate snubbers as close as possible to vibration isolators and bolt to equipment base and supporting structure. Seismic snubbers shall be as follows: 1. Equipment weighing less than 2,400 pounds—Snubber shall be based on Mason Z-1225. 2. Equipment weighing greater than 2,400 pounds—Snubber shall be based on Mason Z-1011. 3. Snubbers, and snubber quantities, shall be selected based upon calculation of forces/loads. D. Install steel angles or channel, sized to prevent buckling, clamped with ductile-iron clamps to hanger rods for trapeze and individual pipe hangers. At trapeze anchor locations, shackle piping to trapeze. Requirements apply equally to hanging equipment. Do not weld angles to rods. E. Install resilient bolt isolation washers on equipment anchor bolts. TP-161 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 281 of 630 F. Seismic restraint systems shall be installed in strict accordance with the manufacturer's seismic restraint guidelines manual and certified submittal data. G. Branch lines may not be used to restrain main lines. H. Piping crossing building seismic or expansion joints, passing from building to building, or supported from different portions of the building shall be installed to allow differential support displacements without damaging the pipe, equipment connections, or support connections. Pipe offsets, loops, anchors, and guides shall be installed as required to provide specified motion capability and limit motion of adjacent piping. I. Do not brace a system to two independent structures such as ceiling and wall. J. Provide appropriately sized openings in walls, floors, and ceilings for anticipated seismic movement. Provide fire seal systems in fire-rated walls. K. Installation of seismic restraints shall not cause any change in position of equipment or piping,resulting in stresses or misalignment. L. No rigid connections between equipment and the building structure shall be made that degrade the noise and vibration-isolation system specified. M. Additional Seismic devices, mounts, and equipment bases shall be installed,type of device shall be selected by licensed structural engineer, or licensed acoustical engineer as required to meet project requirements. N. Ductwork shall be installed with vibration isolation devices required to meet sound criteria. O. Provide seismic joints in piping and ductwork crossing building seismic joints. 3.03 DUCTWORK ISOLATION A. Duct Hangers: Mason PC30N spring isolator type hangers with minimum 1"deflection (see exception in item "C"below) shall be provided as determined by the Acoustics and Vibration Consultant B. The first three duct hanger supports from the isolated equipment shall have Mason PC30N isolators with deflection distance matching the deflection distance of equipment mounted springs. C. Piping or ductwork suspended with vibration isolators, shall only be with braced with cable bracing. Cabling shall be adjustable and shall not be in tension. D. Provide seismic joints in ductwork crossing building seismic joints. 3.04 EQUIPMENT ISOLATION A. Install duct,piping and electrical flexible connections to externally vibration-isolated equipment. B. Flexible duct connections shall result in a loose and resilient connection and maintain a minimum clearance of 4"between the two sides that they connect. C. Equipment Isolators: TP-162 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 282 of 630 1. For equipment larger than 0.5 horsepower,use spring isolation device. 2. For equipment equal to or smaller than 0.5 horsepower, use neoprene isolation device. D. Install flex connections in parallel with motor shaft. 3.05 FIELD QUALITY CONTROL A. Testing: Perform the following field quality-control testing: 1. Isolator seismic-restraint clearance. 2. Isolator deflection. 3. Snubber minimum clearances. 3.06 ADJUSTING A. Adjust isolators after piping systems have been filled and equipment is at operating weight. B. Adjust limit stops on restrained spring isolators to mount equipment at normal operating height. After equipment installation is complete, adjust limit stops so they are out of contact during normal operation. C. Attach thrust limits at centerline of thrust and adjust to a maximum of 1/4-inch movement during start and stop. D. Adjust active height of spring isolators. E. Adjust snubbers according to manufacturer's written recommendations. F. Adjust seismic restraints to permit free movement of equipment within normal mode of operation. G. Torque anchor bolts according to equipment manufacturer's written recommendations to resist seismic forces. 3.07 CLEANING A. After completing equipment installation, inspect vibration isolation and seismic-control devices. Remove paint splatters and other spots, dirt, and debris. END OF SECTION SECTION 23 0553 IDENTIFICATION FOR HVAC PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following mechanical identification materials and their installation: TP-163 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 283 of 630 1. Equipment nameplates. 2. Equipment markers. 3. Equipment signs. 4. Access panel and door markers. 5. Pipe markers. 6. Duct markers. 7. Damper tags. 8. Stencils. 9. Warning tags. 10. Control devices and instruments 1.02 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples: For color, letter style, and graphic representation required for each identification material and device. C. Air-Side Equipment Schedule: Provide hard copy and electronic spreadsheet of air-side equipment schedule covering damper,terminal boxes, instrumentation, etc. Coordinate numbering scheme prior to submittal. D. System Drawings: For each piping system for each air system (exhaust included). Furnish system one-line plan drawings indicating valves, dampers, instruments, control devices, smoke detectors, and equipment addressed in this section. Furnish electronic spread sheet for each system. Coordinate numbering scheme prior to submittal. E. Equipment Location Plans: For each system. Furnish plans showing equipment, equipment identification numbers/tags, and description. 1.03 QUALITY ASSURANCE A. ASME Compliance: Comply with ASME A13.1, "Scheme for the Identification of Piping Systems," for letter size, length of color field, colors, and viewing angles of identification devices for piping. B. NFPA Compliance: Comply with requirements of NFPA-99 for piping and equipment labeling and identification. 1.04 COORDINATION A. Coordinate installation of identifying devices with completion of covering and painting of surfaces where devices are to be applied. B. Coordinate installation of identifying devices with location of access panels and doors. C. Install identifying devices before installing acoustical ceilings and similar concealment. PART 2-PRODUCTS TP-164 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 284 of 630 2.01 MATERIALS A. For fixture descriptions in other Part 2 articles where the subparagraph titles "Products," and "Manufacturers" introduce a list of manufacturers and their products or manufacturers only,the following requirements apply for product selection: 1. Products: Subject to compliance with requirements,provide one of the products specified in other Part 2 articles. 2. Manufacturers: Subject to compliance with requirements, provide products by the manufacturers specified in other Part 2 articles. 3. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01. Specific procedures must be followed before use of an unnamed product or manufacturer. 2.02 EQUIPMENT IDENTIFICATION DEVICES A. Equipment Nameplates: Metal, with data engraved or stamped, for permanent attachment on equipment. 1. Data: a. Manufacturer,product name,model number, and serial number. b. Capacity, operating and power characteristics, and essential data. c. Labels of tested compliances. 2. Location: Accessible and visible. 3. Fasteners: As required to mount on equipment. B. Equipment Markers: Engraved, color-coded laminated plastic. Include contact-type, permanent epoxy adhesive or rivets. 1. Terminology: Match schedules as closely as possible. 2. Data: a. Name and plan number. b. Equipment service. c. Design capacity. d. Other design parameters such as pressure drop, entering and leaving conditions, and speed. 3. Size: 2-1/2 by 4 inches for control devices, dampers, and valves; 4-1/2 by 6 inches for equipment. C. Equipment Signs: ASTM D 709, Type I, cellulose, paper-base, phenolic-resin-laminate engraving stock; Grade ES-2,white surface, black phenolic core, with black melamine subcore. Fabricate in sizes required for message. Provide holes for mechanical fastening. 1. Data: Instructions for operation of equipment and for safety procedures. 2. Engraving: Manufacturer's standard letter style, of sizes and with terms to match equipment identification. TP-165 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 285 of 630 3. Thickness: 1/8 inch. 4. Provide signs on equipment that is automatically started to comply with CAL-OSHA requirements. 5. Fasteners: Self-tapping, stainless-steel screws or contact-type,permanent adhesive. D. Access Panel and Door Markers: 1/16-inch-thick, engraved laminated plastic,with abbreviated terms and numbers corresponding to identification. Provide 1/8-inch center hole for attachment. 1. Fasteners: Self-tapping, stainless-steel screws or contact-type,permanent adhesive. 2.03 PIPING IDENTIFICATION DEVICES A. Manufactured Pipe Markers, General: Preprinted, color-coded, with lettering indicating service, and showing direction of flow. 1. Colors: Comply with ASME A13.1, unless otherwise approved. 2. Lettering: Use piping system terms and abbreviations as approved by the University's Representative. 3. Pipes with OD,Including Insulation,Less Than 6 Inches: Full-band pipe markers extending 360 degrees around pipe at each location. 4. Pipes with OD,Including Insulation, 6 Inches and Larger: Either full-band or strip-type pipe markers at least three times letter height and of length required for label. 5. Arrows: Integral with piping system service lettering to accommodate both directions; or as separate unit on each pipe marker to indicate direction of flow. B. Pretensioned Pipe Markers: Precoiled semirigid plastic formed to cover full circumference of pipe and to attach to pipe without adhesive. C. Shaped Pipe Markers: Preformed semirigid plastic formed to partially cover circumference of pipe and to attach to pipe with mechanical fasteners that do not penetrate insulation vapor barrier. D. Self-Adhesive Pipe Markers: Plastic with pressure-sensitive,permanent-type, self-adhesive back. E. Plastic Tape: Continuously printed, vinyl tape at least 3 mils thick with pressure-sensitive, permanent-type, self-adhesive back. 1. Width for Markers on Pipes with OD,Including Insulation, Less Than 6 Inches: 3/4 inch minimum. 2. Width for Markers on Pipes with OD, Including Insulation, 6 Inches or Larger: 1-1/2 inches minimum. 2.04 DUCT IDENTIFICATION DEVICES A. Duct Markers: Engraved, color-coded laminated plastic. Include direction and quantity of airflow and duct service (such as supply, return, and exhaust). Include contact-type,permanent epoxy adhesive.As an option, stencil may be used. TP-166 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 286 of 630 2.05 STENCILS A. Stencils: Prepared with letter sizes according to ASME A13.1 for piping; minimum letter height of 1-1/4 inches for ducts; and minimum letter height of 3/4 inch for access panel and door markers, equipment markers, equipment signs, and similar operational instructions. 1. Stencil Material: Aluminum. 2. Stencil Paint: Use for pipe marking, exterior, gloss, acrylic enamel black. Paint may be in pressurized spray-can form. 3. Identification Paint: Use for contrasting background, exterior, acrylic enamel in colors according to ASME A13.1. 2.06 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Brady Corporation. 2. Seton Identification Products. 3. R&R Identification Co. 4. Or equal. PART 3 -EXECUTION 3.01 APPLICATIONS, GENERAL A. Products specified are for applications referenced in other Division 23 Sections. If more than single-type material, device, or label is specified for listed applications, selection is Installer's option. 3.02 EQUIPMENT IDENTIFICATION A. Install and permanently fasten equipment nameplates on each major item of mechanical equipment that does not have nameplate or has nameplate that is damaged or located where not easily visible. Locate nameplates where accessible and visible. B. Install equipment markers with permanent adhesive on or near each major item of mechanical equipment. Data required for markers may be included on signs, and markers may be omitted if both are indicated. 1. Letter Size: Minimum 1/4 inch for name of units if viewing distance is less than 24 inches, 1/2 inch for viewing distances up to 72 inches, and proportionately larger lettering for greater viewing distances. Include secondary lettering two-thirds to three-fourths the size of principal lettering. 2. Data: Distinguish among multiple units, indicate operational requirements, indicate safety and emergency precautions,warn of hazards and improper operations, and identify units. 3. Locate markers where accessible and visible. Include markers for the following general categories of equipment: TP-167 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 287 of 630 a. Main control and operating valves, including safety devices and hazardous units such as gas outlets. b. Meters, gages,thermometers, and similar units. c. Fuel-burning units, including boilers, furnaces,heaters, stills, and absorption units. d. Pumps, compressors, chillers, condensers, and similar motor-driven units. e. Heat exchangers, coils, evaporators, cooling towers,heat recovery units, and similar equipment. f. Fans, blowers, primary balancing dampers, and mixing boxes. g. HVAC custom, central-station and zone-type air handling units. h. Tanks and pressure vessels. i. Strainers, filters, humidifiers,water-treatment systems, and similar equipment. C. Install equipment signs with screws or permanent adhesive on or near each major item of mechanical equipment. Locate signs where accessible and visible. 1. Identify mechanical equipment with equipment markers in the following color codes: a. Green: For cooling equipment and components. b. Yellow: For heating equipment and components. c. Green and Yellow: For combination cooling and heating equipment and components. d. Brown: For energy-reclamation equipment and components. 2. Letter Size: Minimum 1/4 inch for name of units if viewing distance is less than 24 inches, 1/2 inch for viewing distances up to 72 inches, and proportionately larger lettering for greater viewing distances. Include secondary lettering two-thirds to three-fourths the size of principal lettering. 3. Data: Distinguish among multiple units, indicate operational requirements, indicate safety and emergency precautions, warn of hazards and improper operations, and identify units. 4. Include signs for the following general categories of equipment: a. Main control and operating valves, including safety devices and hazardous units such as gas outlets. b. Fuel-burning units, including boilers, furnaces, heaters, stills, and absorption units. c. Pumps, compressors, chillers, condensers, and similar motor-driven units. d. Heat exchangers, coils, evaporators, cooling towers,heat recovery units, and similar equipment. e. Fans, blowers, primary balancing dampers, and mixing boxes. f. Packaged HVAC central-station and zone-type units. g. Tanks and pressure vessels. h. Strainers, filters, humidifiers, water-treatment systems, and similar equipment. D. Install access panel markers with screws on equipment access panels. TP-168 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 288 of 630 3.03 PIPING IDENTIFICATION A. Install manufactured pipe markers indicating service on each piping system. Install with flow indication arrows showing direction of flow. 1. Pipes with OD,Including Insulation, Less Than 6 Inches: Self-adhesive pipe markers. Use color-coded, self-adhesive plastic tape, 1-1/2 inches wide,lapped at least 1-1/2 inches at both ends of pipe marker, and covering full circumference of pipe. 2. Pipes with OD,Including Insulation, 6 Inches and Larger: Self-adhesive pipe markers. Use color-coded, self-adhesive plastic tape, at least 1-1/2 inches wide, lapped at least 3 inches at both ends of pipe marker, and covering full circumference of pipe. 3. Do not use pipe markers and tapes for bare pipes conveying fluids at temperatures of 125 deg F or higher. B. Locate pipe markers and color bands where piping is exposed in finished spaces; machine rooms; accessible maintenance spaces such as shafts,tunnels, and plenums; and exterior nonconcealed locations as follows: 1. Near each valve and control device. 2. At each branch of a tee. 3. Near each branch connection, excluding short takeoffs for fixtures and terminal units. Where flow pattern is not obvious, mark each pipe at branch. 4. Near penetrations through walls, floors, ceilings, and nonaccessible enclosures. 5. At access doors,manholes, and similar access points that permit view of concealed piping. 6. Near major equipment items and other points of origination and termination. 7. Spaced at maximum intervals of 25 feet along each run. Located on each side of wall penetrations. C. Stenciled Pipe Label Option: Stenciled labels may be provided instead of manufactured pipe labels, at Installer's option. Install stenciled pipe labels, complying with ASME A13.1, on each piping system. 1. Identification Paint: Use for contrasting background. 2. Stencil Paint: Use for pipe marking. 3.04 DUCT IDENTIFICATION A. Install duct markers with permanent adhesive or stencil on air ducts in the following color codes: 1. Green: For cold-air supply ducts. 2. Yellow: For hot-air supply ducts. 3. Blue: For exhaust-, outside-, relief-,return-, and mixed-air ducts. 4. ASME A13.1 Colors and Designs: For hazardous material exhaust. 5. Letter Size: Minimum 1/4 inch for name of units if viewing distance is less than 24 inches, 1/2 inch for viewing distances up to 72 inches, and proportionately larger lettering for greater viewing distances. Include secondary lettering two-thirds to three-fourths the size of principal lettering. TP-169 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 289 of 630 B. Stenciled Duct Label Option: Stenciled labels, showing service and flow direction, may be provided instead of plastic-laminated duct labels, at Installer's option, if lettering larger than 1 inch high is needed for proper identification because of distance from normal location of required identification. C. Locate markers near points where ducts enter into concealed spaces and at maximum intervals of 50 feet(maximum intervals of 25 feet for exhaust ductwork) in each space where ducts are exposed or concealed by removable ceiling system. D. Duct markers shall include air system type, and air system number. 3.05 WVALVE-PLAN INSTALLATION A. Mount copy of valve plan on wall in accessible location in each major equipment room. Turn over original to University's Representative. 3.06 WARNING-TAG INSTALLATION A. Write required message on, and attach warning tags to, equipment and other items where required. 3.07 ADJUSTING A. Relocate mechanical identification materials and devices that have become visually blocked by other work. 3.08 CLEANING A. Clean faces of mechanical identification devices and glass frames of valve schedules. END OF SECTION SECTION 23 0593 TESTING,ADJUSTING,AND BALANCING FOR HVAC PART 1 - GENERAL 1.01 SUMMARY A. Section includes TAB to produce design objectives for the following new and existing systems affected by the Work of this project: 1. Balancing Air systems 2. Testing,Adjusting and Balancing HVAC equipment quantitative-performance settings 3. Exhaust hood (any type e.g. slot, snorkel, canopy) airflow balancing. 4. Space pressurization testing and adjusting 5. Vibration tests 6. Sound tests 7. Verifying that automatic control devices are functioning properly. TP-170 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 290 of 630 8. Reporting results of activities and procedures specified in this Section 1.02 DEFINITIONS A. Adjust: To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. B. Balance: To proportion flows within the distribution system, including submains, branches, and terminals, according to indicated quantities. C. Barrier or Boundary: Construction, either vertical or horizontal, such as walls, floors, and ceilings that are designed and constructed to restrict the movement of airflow, smoke, odors, and other pollutants. D. Draft: A current of air,when referring to localized effect caused by one or more factors of high air velocity, low ambient temperature, or direction of airflow, whereby more heat is withdrawn from a person's skin than is normally dissipated. E. NC: Noise criteria F. Procedure: An approach to and execution of a sequence of work operations to yield repeatable results. G. RC: Room criteria H. Report Forms: Test data sheets for recording test data in logical order I. Static Head: The pressure due to the weight of the fluid above the point of measurement. In a closed system, static head is equal on both sides of the pump. J. Suction Head: The height of fluid surface above the centerline of the pump on the suction side. K. System Effect: A phenomenon that can create undesired or unpredicted conditions that cause reduced capacities in all or part of a system. L. System Effect Factors: Allowances used to calculate a reduction of the performance ratings of a fan when installed under conditions different from those presented when the fan was performance tested. M. TAB: Testing, adjusting, and balancing. N. Terminal: A point where the controlled medium, such as fluid or energy, enters or leaves the distribution system. 0. Test: A procedure to determine quantitative performance of systems or equipment P. Testing,Adjusting, and Balancing(TAB)Firm: The entity responsible for performing and reporting TAB procedures 1.03 SUBMITTALS A. Qualification Data: Within 20 days of Contractor's Notice to Proceed, submit documentation that the TAB specialist and this Project's TAB team members meet the qualifications specified in "Quality Assurance" Article. TP-171 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 291 of 630 B. Contract Documents Examination Report: Within 30 days of Contractor's Notice to Proceed or as directed. Submit the Contract Documents review report as specified in Part 3. C. Strategies and Procedures Plan: Within 30 days of Contractor's Notice to Proceed, submit TAB strategies and step-by-step procedures as specified in "Preparation"Article. D. System Readiness Checklists: Within 30 days of Contractor's Notice to Proceed, submit system readiness checklists as specified in "Preparation"Article. E. Examination Report: Submit a summary report of the examination review required in "Examination" Article. F. Certified TAB reports G. Within 30 days of Contractor's Notice to Proceed, submit instrument calibration reports for instruments proposed to be used which shall include the following: 1. Instrument type and make 2. Serial number 3. Application 4. Dates of calibration 1.04 QUALITY ASSURANCE A. TAB Firm Qualifications: Engage a TAB firm certified by either AABC or NEBB. Submit proof of a minimum of five years of experience in work similar to that required by the Project. B. Certification of TAB Reports: Certify TAB field data reports. This certification includes the following: 1. Review field data reports to validate accuracy of data and to prepare certified TAB reports. 2. Certify that TAB team complied with approved TAB plan and the procedures specified and referenced in this Specification. C. TAB Report Forms: Use standard forms from AABC's "National Standards for Testing and Balancing Heating, Ventilating, and Air Conditioning Systems." or NEBB's "Procedural Standards for Testing,Adjusting, and Balancing of Environmental Systems." If data required by the specification is not on standard forms, modify those forms or use a non-standard form or provide supplement form to provide the specified items. D. Instrumentation Type, Quantity, and Accuracy: As described in AABC's "National Standards for Testing and Balancing Heating, Ventilating, and Air Conditioning Systems and NEBB's "Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems," Section II, "Required Instrumentation for NEBB Certification." E. Instrumentation Calibration: Calibrate instruments at least every six months or more frequently if required by instrument manufacturer. Keep an updated record of TP-172 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 292 of 630 instrument calibration that indicates date of calibration and the name of party performing instrument calibration. 1.05 COORDINATION A. Coordinate the efforts of factory-authorized service representatives for systems and equipment,HVAC controls installers, and other mechanics to operate HVAC systems and equipment to support and assist TAB activities. B. Notice: Provide seven days' advance notice for each test. Include scheduled test dates and times. C. Perform TAB after leakage and pressure tests on air and water distribution systems have been satisfactorily completed. 1.06 WARRANTY A. National Project Performance Guarantee: Provide a guarantee on AABC's "National Standards for Testing and Balancing Heating, Ventilating, and Air Conditioning Systems" forms stating that AABC will assist in completing requirements of the Contract Documents if TAB firm fails to comply with the Contract Documents. Guarantee includes the following provisions: 1. The certified TAB firm has tested and balanced systems according to the Contract Documents. 2. Systems are balanced to optimum performance capabilities within design and installation limits. B. Special Guarantee: Provide a guarantee on NEBB forms stating that NEBB will assist in completing requirements of the Contract Documents if TAB firm fails to comply with the Contract Documents. Guarantee shall include the following provisions: 1. The certified TAB firm has tested and balanced systems according to the Contract Documents. 2. Systems are balanced to optimum performance capabilities within design and installation limits. PART 2 -PRODUCTS (Not Applicable) PART 3 -EXECUTION 3.01 EXAMINATION A. Examine the Construction Documents to become familiar with Project requirements and to discover conditions in systems' designs that may preclude proper TAB of systems and equipment. 1. Construction Documents are defined in the General and Supplementary Conditions of Contract. 2. Verify provision of balancing devices, such as test ports, gage cocks,thermometer wells, flow-control devices, balancing valves and fittings, and manual volume dampers. Verify that quantities and locations of these balancing devices are TP-173 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 293 of 630 accessible and appropriate for effective balancing and for efficient system and equipment operation. B. Examine approved submittal data of HVAC systems and equipment. C. Examine design data, including HVAC system descriptions, statements of design assumptions for environmental conditions and systems'output, and statements of philosophies and assumptions about HVAC system and equipment controls. D. Examine equipment performance data including fan curves. 1. Relate performance data to Project conditions and requirements, including system effects that can create undesired or unpredicted conditions that cause reduced capacities in all or part of a system. 2. Calculate system effect factors to reduce performance ratings of HVAC equipment when installed under conditions different from those presented when the equipment was performance tested at the factory. To calculate system effects for air systems,use tables and charts found in AMCA 201, "Fans and Systems," or in SMACNA's "HVAC Systems--Duct Design." Compare results with the design data and installed conditions. E. Examine system and equipment installations verifying they are complete and that testing, cleaning, adjusting, and commissioning specified in individual Sections have been performed. F. Examine system and equipment test reports. G. Examine HVAC system and equipment installations to verify that indicated balancing devices, such as test ports, gage cocks, thermometer wells, flow-control devices, balancing valves and fittings, and manual volume dampers, are properly installed, and that their locations are accessible and appropriate for effective balancing and for efficient system and equipment operation. H. Examine systems for functional deficiencies that cannot be corrected by adjusting and balancing. I. Examine HVAC equipment to ensure that clean filters have been installed, bearings are greased, belts are aligned and tight, and equipment with functioning controls is ready for operation. J. Examine terminal units, such as variable-air-volume boxes,to verify that they are accessible and their controls are connected and functioning. K. Examine strainers. Verify that startup screens have been replaced by permanent screens with indicated perforations. L. Examine existing strainers for clean screens and proper perforations. M. Examine control valves for proper installation for their intended function of throttling, diverting or mixing fluid flows. N. Examine heat-transfer coils for correct piping connections and for clean and straight fins. TP-174 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 294 of 630 O. Examine existing or new system pumps to ensure absence of entrained air in the suction piping. P. Examine equipment for installation and for properly operating safety interlocks and controls. Q. Examine automatic temperature system components to verify the following: 1. Dampers, valves, and other controlled devices are operated by the intended controller. 2. Dampers and valves are in the position indicated by the controller. 3. Integrity of valves and dampers for free and full operation and for tightness of fully closed and fully open positions. This includes dampers in mixing boxes, and variable-air-volume terminals. 4. Automatic modulating and shutoff valves, including two-way valves and three-way mixing and diverting valves, are properly connected. 5. Thermostats and humidistats are located to avoid adverse effects of sunlight, drafts,heat sources, and cold walls. 6. Sensors are located to sense only the intended conditions. 7. Sequence of operation for control modes. 8. Controller set points are set at indicated values. 9. Interlocked systems are operating. 10. Changeover from heating to cooling mode occurs according to indicated values. R. Report deficiencies discovered before and during performance of TAB procedures. Observe and record system reactions to changes in conditions. Record default set points if different from indicated values. 3.02 PREPARATION A. Prepare a TAB plan that includes strategies and step-by-step procedures. B. Ensure that gauges and test equipment are recently calibrated. Use pressure gauges accurate to±0.1% of full scale. Where measuring differential pressures, a direct-reading differential gauge may be used. C. Complete system readiness checks and prepare system readiness reports. Verify the following: 1. Permanent electrical power wiring is complete 2. Automatic temperature-control systems are operational 3. Equipment and duct access doors are securely closed 4. Fan isolation and control dampers are in correct position for the controls sequence and operate correctly and closed completely when commanded to close 5. Isolating and balancing valves are open and control valves are operational 6. Ceilings are installed in critical areas where air-pattern adjustments are required and access to balancing devices is provided 7. Windows and doors can be closed so indicated conditions for system operations can be met TP-175 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 295 of 630 3.03 GENERAL PROCEDURES FOR TESTING AND BALANCING A. Perform testing and balancing procedures on each system according to the procedures contained in AABC's "National Standards for Testing and Balancing Heating, Ventilating, and Air Conditioning Systems" or NEBB's "Procedural Standards for Testing,Adjusting, and Balancing of Environmental Systems" and this Section. B. Use factory provided or field installed test ports. Cutting, drilling or otherwise penetrating of equipment with previously installed test ports is prohibited and if test port are not used may require complete new air handling unit doors or ductwork to be installed as directed. Cut insulation, ducts, pipes, and equipment cabinets for installation of test probes to the minimum extent necessary to allow adequate performance of procedures. After testing and balancing, close probe holes and patch insulation with new materials identical to those removed. Restore vapor barrier and finish according to insulation Specifications for this Project. Provide stainless steel test ports for stainless steel ductwork and plenums. Install test ports that comply with requirements in Section 23 3300 "Air Duct Accessories." C. Mark equipment and balancing device settings with paint or other suitable, permanent identification material, including damper-control positions, valve position indicators, fan-speed-control levers, and similar controls and devices,to show final settings. D. Take and report testing and balancing measurements in inch-pound (IP) units. 3.04 GENERAL PROCEDURES FOR BALANCING AIR SYSTEMS A. Prepare test reports for both fans and outlets. Obtain manufacturer's outlet factors and recommended testing procedures. Crosscheck the summation of required outlet volumes with required fan volumes. B. Prepare schematic diagrams of systems' "as-built" duct layouts. C. Determine the best locations in main and branch ducts for accurate duct airflow measurements. D. Check airflow patterns from the outside-air louvers and dampers and the return-and exhaust-air dampers,through the supply-fan discharge and mixing dampers. E. Locate start-stop and disconnect switches, electrical interlocks, and motor starters. F. Verify that motor starters are equipped with properly sized thermal protection. G. Check dampers for proper position to achieve desired airflow path. H. Check for airflow blockages. I. Check condensate drains for proper connections and function. J. Check for proper sealing of air-handling unit components. K. Check for proper sealing of air duct system. TP-176 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 296 of 630 3.05 PROCEDURES FOR CONSTANT-VOLUME AIR SYSTEMS A. Adjust fans to deliver total indicated airflows within the maximum allowable fan speed listed by fan manufacturer. 1. Measure total airflow. a. Set outside-air, return-air, and relief-air dampers for proper position that simulates minimum outdoor-air conditions. b. Where duct conditions allow, measure airflow by Pitot-tube traverse.If necessary,perform multiple Pitot-tube traverses to obtain total airflow. c. Where duct conditions are not suitable for Pitot-tube traverse measurements, a coil traverse may be acceptable. d. If a reliable Pitot-tube traverse or coil traverse is not possible,measure airflow at terminals and calculate the total airflow. 2. Measure fan static pressures to determine actual static pressure as follows: a. Measure outlet static pressure as far downstream from the fan as practicable and upstream from restrictions in ducts such as elbows and transitions. b. Measure static pressure directly at the fan outlet or through the flexible connection. c. Measure inlet static pressure of single-inlet fans in the inlet duct as near the fan as possible,upstream from flexible connection and downstream from duct restrictions. d. Measure inlet static pressure of double-inlet fans through the wall of the plenum that houses the fan. 3. Measure static pressure across each component that makes up an air-handling unit,rooftop unit, and other air-handling and -treating equipment. Simulate dirty filter operation and record the point at which maintenance personnel must change filters. 4. Measure static pressures entering and leaving other devices such as sound traps, isolation and control dampers, heat recovery equipment, and air washers, under final balanced conditions. 5. Compare design data with installed conditions to determine variations in design static pressures versus actual static pressures. Compare actual system effect factors with calculated system effect factors to identify where variations occur. Recommend corrective action to align design and actual conditions. 6. Obtain approval from University's Representative before any adjustment of fan speed higher or lower than indicated speed. If a higher speed is needed, evaluate the system effects to determine and eliminate the cause of the increased resistance. System effect is a phenomenon that can create undesired or unpredicted conditions that cause reduced capacities in all or part of a system. Increasing the fan speed shall not be the solution. If the University approves, make required adjustments to pulley sizes, motor sizes, and electrical connections to accommodate fan-speed changes. 7. Do not make fan-speed adjustments that result in motor overload. Consult equipment manufacturers about fan-speed safety factors. Modulate dampers and TP-177 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 297 of 630 measure fan-motor amperage to ensure that no overload will occur. Measure amperage in full cooling, full heating, economizer, and any other operating modes to determine the maximum required brake horsepower. B. Adjust volume dampers for main duct, submain ducts, and major branch ducts to indicated airflows within specified tolerances. 1. Measure static pressure at a point downstream from the balancing damper and adjust volume dampers until the proper static pressure is achieved. a. Where sufficient space in submain and branch ducts is unavailable for Pitot-tube traverse measurements, measure airflow at terminal outlets and inlets and calculate the total airflow for that zone. 2. Remeasure each submain and branch duct after volume dampers have been adjusted. Continue to adjust submain and branch ducts to indicated airflows within specified tolerances. C. Measure terminal outlets and inlets without making adjustments. 1. Measure terminal outlets using a direct-reading hood or outlet manufacturer's written instructions and calculating factors. D. Adjust terminal outlets and inlets for each space to indicated airflows within specified tolerances of indicated values. Make adjustments using volume dampers rather than extractors and the dampers at air terminals. 1. Adjust each outlet in same room or space to within specified tolerances of indicated quantities without generating noise levels above the limitations prescribed by the Contract Documents. 2. Adjust patterns of adjustable outlets for proper distribution without drafts. 3.06 PROCEDURES FOR CONSTANT-VOLUME EXHAUST AIR SYSTEMS A. Adjust exhaust fans to deliver total indicated airflows within the maximum allowable fan speed listed by fan manufacturer. 1. Measure total airflow. a. Set respective air handling unit(s) outside-air, return-air, and relief-air dampers for proper position that simulates minimum outdoor-air conditions. b. Where duct conditions allow,measure airflow by Pitot-tube traverse.If necessary, perform multiple Pitot-tube traverses to obtain total airflow. c. If a reliable Pitot-tube traverse is not possible, measure airflow at outlets and calculate the total airflow. 2. Measure fan static pressures to determine actual static pressure as follows: a. Measure outlet static pressure as far downstream from the fan as practicable and upstream from restrictions in ducts such as elbows and transitions. TP-178 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 298 of 630 b. Measure static pressure directly at the fan outlet or through the flexible connection. c. Measure inlet static pressure of single-inlet fans in the inlet duct as near the fan as possible,upstream from flexible connection and downstream from duct restrictions. d. Measure inlet static pressure of double-inlet fans through the wall of the plenum that houses the fan. 3. Measure static pressures entering and leaving other devices such as sound traps, isolation dampers, and control dampers under final balanced conditions. 4. Compare design data with installed conditions to determine variations in design static pressures versus actual static pressures. Compare actual system effect factors with calculated system effect factors to identify where variations occur. Recommend corrective action to align design and actual conditions. 5. Obtain approval before any adjustment of fan speed higher or lower than indicated speed. If it seems that a higher speed is needed, evaluate system effects to determine and eliminate the cause of the increased resistance.Increasing the fan speed shall not be the only solution. If approved,make required adjustments to sheave sizes, motor sizes, and electrical connections to accommodate fan-speed changes. 6. Do not make fan-speed adjustments that result in motor overload. Consult equipment manufacturers about fan-speed safety factors. Modulate dampers and measure fan-motor amperage to ensure that no overload will occur. Measure amperage in operating modes that may apply to determine the maximum required brake horsepower. B. Adjust volume dampers for main duct, submain ducts, and major branch ducts to indicated airflows within specified tolerances. 1. Measure static pressure at a point downstream from the balancing damper and adjust volume dampers until the proper static pressure is achieved. a. Where sufficient space in submain and branch ducts is unavailable for Pitot-tube traverse measurements, measure airflow at terminal inlets and calculate the total airflow for that zone. 2. Remeasure each submain and branch duct after volume dampers have been adjusted. Continue to adjust submain and branch ducts to indicated airflows within specified tolerances. C. Measure terminal inlets without making adjustments. D. Adjust inlets for each space to indicated airflows within specified tolerances of indicated values. Make adjustments using volume dampers rather than extractors and dampers at air inlets. 1. Adjust each inlet in same room or space to within specified tolerances of indicated quantities without generating noise levels above the limitations prescribed by the Contract Documents. TP-179 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 299 of 630 3.07 PROCEDURES FOR MOTORS A. Motors, 1/2-Hp and Larger: Test at final balanced conditions and record the following data: 1. Manufacturer's name, model number, and serial number 2. Frame Size 3. Horsepower 4. Service Factor 5. RPM: nominal and tested 6. Efficiency: nominal 7. Power Factor: nominal 8. Phase 9. Frequency(Hz) 10. Voltage: nominal and tested 11. Amperage: nominal and tested 12. Motor efficiency. 13. A photo of the nameplate data that is clearly readable may be used in lieu of recording the same information. B. Motors Driven by Variable-Frequency Controllers: Test for proper operation at speeds varying from minimum to maximum. Test the manual bypass if provided for the controller to prove proper operation. Record observations,minimum speed setting, including controller manufacturer, model and serial numbers, and nameplate data. 3.08 PROCEDURES FOR HEAT-TRANSFER COILS A. Refrigerant Coils: Measure the following data for each coil: 1. Dry-bulb temperature of entering and leaving air 2. Wet-bulb temperature of entering and leaving air 3. Airflow 4. Air pressure drop 5. Refrigerant suction pressure and temperature 3.09 PROCEDURES FOR TEMPERATURE MEASUREMENTS A. During TAB, report the need for adjustment in temperature regulation within the automatic temperature-control system. B. Measure indoor wet- and dry-bulb temperatures every other hour for a period of two successive eight-hour days, in each separately controlled zone,to prove correctness of final temperature settings. Measure when the building or zone is occupied. C. Measure outside-air, wet-and dry-bulb temperatures. 3.10 PROCEDURES FOR SPACE PRESSURIZATION MEASUREMENTS AND ADJUSTMENTS A. Before testing for space pressurization, observe the space to verify the integrity of the space boundaries. Verify that windows and doors are closed and applicable gaskets, TP-180 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 300 of 630 and sealants are installed. Report deficiencies and postpone testing until after the reported deficiencies are corrected. B. Measure, adjust, and record the pressurization of each room, each zone and each building by adjusting the supply, return, and exhaust airflows to achieve the required pressure relationship conditions. C. Measure space pressure differential where pressure is used as the design criteria, and measure airflow differential where differential airflow is used as the design criteria for space pressurization. 1. For pressure measurements,measure and record the pressure difference between the intended spaces at the door with doors in the space closed. Record the high-pressure side, low-pressure side, and pressure difference between each adjacent space. 2. For applications with cascading levels of space pressurization,begin in the most critical space and work to the least critical space. 3. Test room pressurization first,then zones, and finish with building pressurization. D. To achieve indicated pressurization, set the supply airflow to the indicated conditions and adjust the exhaust and return airflow to achieve the indicated pressure or airflow difference. E. For spaces with pressurization being monitored and controlled automatically, observe and adjust the controls to achieve the desired set point. 1. Compare the values of the measurements taken to the measured values of the control system instruments and report findings. 2. Check the repeatability of the controls by successive tests designed to temporarily alter the ability to achieve space pressurization. Test overpressurization and underpressurization, and observe and report on the system's ability to revert to the set point. 3. For spaces served by variable-air-volume supply and exhaust systems, measure space pressurization at indicated airflow and minimum airflow conditions. F. In spaces that employ multiple modes of operation, such as normal mode and emergency mode or occupied mode and unoccupied mode,measure, adjust, and record data for each operating mode. G. Record indicated conditions and corresponding initial and final measurements. Report deficiencies. 3.11 PROCEDURES FOR VIBRATION MEASUREMENTS A. Use a vibration meter meeting the following criteria: 1. Solid-state circuitry with a piezoelectric accelerometer 2. Velocity range of 0.1 to 10 inches per second 3. Displacement range of 1 to 100 mils 4. Frequency range of at least 0 to 1000 Hz 5. Capable of filtering unwanted frequencies TP-181 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 301 of 630 B. Calibrate the vibration meter before each day of testing. 1. Use a calibrator provided with the vibration meter. 2. Follow vibration meter and calibrator manufacturer's calibration procedures. C. Perform vibration measurements when other building and outdoor vibration sources are at a minimum level and will not influence measurements of equipment being tested. 1. Turn off equipment in the building that might interfere with testing. 2. Clear the space of people. D. Perform vibration measurements after air and water balancing and equipment testing is complete. E. Clean equipment surfaces in contact with the vibration transducer. F. Position the vibration transducer according to manufacturer's written instructions and to avoid interference with the operation of the equipment being tested. G. Measure and record vibration on rotating equipment over 1 hp. H. Measure and record equipment vibration, bearing vibration, equipment base vibration, and building structure vibration. Record velocity and displacement readings in the horizontal, vertical, and axial planes. 1. Pumps: a. Pump Bearing: Drive end and opposite end b. Motor Bearing: Drive end and opposite end c. Pump Base: Top and side d. Building: Floor e. Piping: To and from the pump after flexible connections 2. Fans and HVAC Equipment with Fans: a. Fan Bearing: Drive end and opposite end. b. Motor Bearing: Drive end and opposite end. c. Equipment Casing: Top and side d. Equipment Base: Top and side e. Building: Floor f. Ductwork: To and from equipment after flexible connections g. Piping: To and from equipment after flexible connections 3. HVAC Equipment with Compressors: a. Compressor Bearing: Drive end and opposite end b. Motor Bearing: Drive end and opposite end c. Equipment Casing: Top and side d. Equipment Base: Top and side e. Building: Floor f. Piping: To and from equipment after flexible connections TP-182 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 302 of 630 I. For equipment with vibration isolation,take floor measurements with the vibration isolation blocked solid to the floor and with the vibration isolation floating. Calculate and report the differences. J. Inspect, measure, and record vibration isolation. 1. Verify that vibration isolation is installed in the required locations. 2. Verify that installation is level and plumb. 3. Verify that isolators are properly anchored. 4. For spring isolators,measure the compressed spring height,the spring OD, and the travel-to-solid distance. 5. Measure the operating clearance between each inertia base and the floor or concrete base below. Verify that there is unobstructed clearance between the bottom of the inertia base and the floor. 3.12 PROCEDURES FOR SOUND-LEVEL MEASUREMENTS A. Perform sound-pressure-level measurements with an octave-band analyzer complying with ANSI S1.4 for Type 1 sound-level meters and ANSI S1.11 for octave-band filters. Comply with requirements in ANSI S1.13, unless otherwise indicated. B. Calibrate sound meters before each day of testing. Use a calibrator provided with the sound meter complying with ANSI S1.40 and that has NIST certification. C. Use a microphone that is suitable for the type of sound levels measured. For areas where air velocities exceed 100 fpm,use a windscreen on the microphone. D. Perform sound-level testing after air and water balancing and equipment testing are complete. E. Close windows and doors to the space. F. Perform measurements when the space is not occupied and when the occupant noise level from other spaces in the building and outside are at a minimum. G. Clear the space of temporary sound sources so unrelated disturbances will not be measured. Position testing personnel during measurements to achieve a direct line-of-sight between the sound source and the sound-level meter. H. Take sound measurements at a height approximately 48 inches above the floor and at least 36 inches from a wall, column, and other large surface capable of altering the measurements. I. Take sound measurements using the dB(A) filter and in each of the 8 unweighted octave bands in the frequency range of 63 to 8000 Hz. J. Take sound measurements with the HVAC systems off to establish the background sound levels and take sound measurements with the HVAC systems operating. Calculate the difference between measurements. Apply a correction factor depending on the difference and adjust measurements. K. Perform sound testing at two locations on Project for each of the following space types. For each space type tested, select a measurement location that has the greatest sound TP-183 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 303 of 630 level. If testing multiple locations for each space type, select at least one location that is near and at least one location that is remote from the predominant sound source. 1. Private office 2. Open office area 3. Conference room 4. Auditorium/large meeting room/lecture hall 5. Classroom/training room 6. Patient room/exam room 7. Sound or vibration sensitive laboratory 8. Each space with a noise criterion of RC or NC 25 or lower 9. Each space with an indicated noise criterion of RC or NC 35 and lower that is adjacent to a mechanical equipment room or roof mounted equipment 10. Inside each mechanical equipment room 3.13 PROCEDURES FOR INDOOR-AIR QUALITY MEASUREMENTS A. After air balancing is complete and with HVAC systems operating at indicated conditions,perform indoor-air quality testing. B. Observe and record the following conditions for each HVAC system: 1. The distance between the outside-air intake and the closest exhaust fan discharge, flue termination, or vent termination 2. Specified filters are installed. Check for leakage around filters 3. Cooling coil drain pans have a positive slope to drain 4. Cooling coil condensate drain trap maintains an air seal 5. Evidence of water damage 6. Insulation in contact with the supply, return, and outside air is dry and clean C. Measure and record indoor conditions served by each HVAC system. Make measurements at multiple locations served by the system if required to satisfy the following: 1. Most remote area 2. One location per floor 3. One location for every 5000 square feet D. Measure and record the following indoor conditions for each location two times at two-hour intervals, and in accordance with ASHRAE 113: 1. Temperature 2. Relative humidity 3. Air velocity 4. Concentration of carbon dioxide (ppm) 5. Concentration of carbon monoxide(ppm) 6. Nitrogen oxides (ppm) 7. Formaldehyde (ppm) TP-184 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 304 of 630 3.14 TEMPERATURE-CONTROL VERIFICATION A. Verify that controllers are calibrated and commissioned. B. Check transmitter and controller locations and note conditions that would adversely affect control functions. C. Record controller settings and note variances between set points and actual measurements. D. Check the operation of limiting controllers (i.e.,high-and low-temperature controllers). E. Check free travel and proper operation of control devices such as damper and valve operators. F. Check the sequence of operation of control devices. Note air pressures and device positions and correlate with airflow and water flow measurements. Note the speed of response to input changes. G. Check the interaction of electrically operated switch transducers. H. Check the interaction of interlock and lockout systems. I. Check main control supply-air pressure and observe compressor and dryer operations. J. Record voltages of power supply and controller output. Determine whether the system operates on a grounded or non-grounded power supply. K. Note operation of electric actuators using spring return for proper fail-safe operations. 3.15 TOLERANCES A. Set HVAC system airflow and water flow rates within the following design rate tolerances: 1. Supply,Return, and Exhaust Fans and Equipment with Fans: 0 to plus 10 percent 2. Minimum Outside Air: 0 to plus 10 percent 3. Air Terminal Units (Max): Minus 5 percent to plus 5 percent 4. Air Terminal Units (Min): 0 to plus 10 percent 5. Exhaust: Minus 0 percent to plus 10 percent 6. Other Equipment Water Flow Rate: 0 to plus 10 percent B. Maintaining pressure relationships and coil capacities as designed shall have priority over the tolerances specified above. 3.16 REPORTING A. Initial Construction-Phase Report: Based on examination of the Contract Documents as specified in "Examination"Article,prepare a report on the adequacy of design for systems'balancing devices. Recommend changes and additions to systems'balancing devices to facilitate proper performance measuring and balancing. Recommend changes and additions to HVAC systems and general construction to allow access for performance measuring and balancing devices. TP-185 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 305 of 630 B. Status Reports: As Work progresses,prepare reports to describe completed procedures, procedures in progress, and scheduled procedures. Include a list of deficiencies and problems found in systems being tested and balanced. Prepare a separate report for each system and each building floor for systems serving multiple floors. 3.17 FINAL REPORT A. General: Typewritten, or computer printout in letter-quality font, on standard bond paper, in three-ring binder,tabulated and divided into sections by tested and balanced systems. 1. Include a certification sheet in front of binder signed and sealed by the certified testing and balancing engineer. 2. Include a list of instruments used for procedures, along with proof of calibration. 3. Certify validity and accuracy of field data. B. Final Report Contents: In addition to certified field report data, include the following: 1. Fan curves 2. Manufacturers'test data 3. Field test reports prepared by system and equipment installers 4. Simplified system diagrams 5. Other information relative to equipment performance,but do not include Shop Drawings and Product Data C. General Report Data: In addition to form titles and entries, include the following data in the final report, as applicable: 1. Title page 2. Name and address of TAB firm 3. Project name 4. Project location 5. Architect's name and address 6. Engineer's name and address 7. Contractor's name and address 8. Report date 9. Signature of TAB firm who certifies the report 10. Table of Contents with the total number of pages defined for each section of the report. Number each page in the report 11. Summary of contents including the following: a. Indicated versus final performance b. Notable characteristics of systems c. Description of system operation sequence if it varies from the Contract Documents 12. Nomenclature sheets for each item of equipment. 13. Data for terminal units, including manufacturer,type size, and fittings. 14. Notes to explain why certain final data in the body of reports varies from indicated values. TP-186 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 306 of 630 15. Test conditions for fans and pump performance forms including the following: a. Settings for outside-, return-, and exhaust-air dampers b. Conditions of filters c. Cooling coil, wet- and dry-bulb conditions d. Face and bypass damper settings at coils e. Fan drive settings including settings and percentage of maximum pitch diameter f. Inlet vane settings for variable-air-volume systems g. Settings for supply-air, static-pressure controller h. Other system operating conditions that affect performance D. System Diagrams: Include schematic layouts of air and hydronic distribution systems. Present each system with single-line diagram and include the following: 1. Quantities of outside, supply, return, and exhaust airflows 2. Water and steam flow rates 3. Duct, outlet, and inlet sizes 4. Pipe and valve sizes and locations 5. Terminal units 6. Balancing stations 7. Position of balancing devices E. Gas-Fired Heat Apparatus Test Reports: In addition to manufacturer's factory startup equipment reports, include the following: 1. Unit Data: a. System identification. b. Location. c. Make and type. d. Model number and unit size. e. Manufacturer's serial number. f. Fuel type in input data. g. Output capacity in Btu per hour h. Ignition type. i. Burner-control types. j. Follow"Procedures for Motors"specified herein. k. Sheave make, size in inches, and bore. 1. Sheave dimensions, center-to-center, and amount of adjustments in inches. 2. Test Data(Indicated and Actual Values): a. Total airflow rate in cfm. b. Entering-air temperature in°F c. Leaving-air temperature in °F d. Air temperature differential in °F e. Entering-air static pressure in inches water gauge f. Leaving-air static pressure in inches water gauge g. Air static-pressure differential in inches water gauge TP-187 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 307 of 630 h. Low-fire fuel input in Btu per hour i. High-fire fuel input in Btu per hour j. Manifold pressure in psig k. High-temperature-limit setting in°F 1. Operating set point in Btu per hour m. Motor voltage at each connection n. Motor amperage for each phase o. Heating value of fuel in Btu per hour F. Fan Test Reports: For supply, return, and exhaust fans, include the following: 1. Fan Data: a. System identification b. Location c. Make and type d. Model number and size e. Manufacturer's serial number f. Arrangement and class g. Sheave make, size in inches, and bore ' h. Sheave dimensions, center-to-center, and amount of adjustments in inches 2. Motor Data: a. Follow"Procedures for Motors"specified herein. b. Sheave make, size in inches, and bore c. Sheave dimensions, center-to-center, and amount of adjustments in inches d. Number of belts,make, and size 3. Test Data(Indicated and Actual Values): I a. Total airflow rate in cfm b. Total system static pressure in inches water gauge c. Fan rpm d. Discharge static pressure in inches water gauge e. Suction static pressure in inches water gauge G. Round, Flat-Oval, and Rectangular Duct Traverse Reports: Include a diagram with a grid representing the duct cross-section and record the following: 1. Report Data: a. System and air-handling unit or exhaust fan number b. Location and zone c. Traverse air temperature in °F d. Duct static pressure in inches water gauge e. Duct size in inches f. Duct area in square feet g. Length of straight duct before traverse in feet and inches. h. Indicated airflow rate in cfm TP-188 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 308 of 630 i. Indicated velocity in fpm j. Actual airflow rate in cfm — k. Actual average velocity in fpm 1. Barometric pressure in inches of mercury m. Duct mounted sound attenuator static-pressure differential in inches water gauge and velocity in fpm H. Compressor and Condenser Reports: For refrigerant side of unitary systems, stand-alone refrigerant compressors, air-cooled condensing units, or water-cooled condensing units, include the following: 1. Unit Data: a. Unit identification b. Location c. Unit make and model number d. Compressor make e. Compressor model and serial numbers f. Refrigerant weight in pounds g. Low ambient temperature cutoff in°F 2. Test Data(Indicated and Actual Values): a. Inlet-duct static pressure in inches water gauge b. Outlet-duct static pressure in inches water gauge c. Entering-air, dry-bulb temperature in °F d. Leaving-air, dry-bulb temperature in°F e. Condenser entering-water temperature in°F f. Condenser leaving-water temperature in°F g. Condenser-water temperature differential in °F h. Condenser entering-water pressure psig i. Condenser leaving-water pressure psig j. Condenser-water pressure differential psi k. Control settings I. Unloader set points m. Low-pressure-cutout set point in psig n. High-pressure-cutout set point in psig o. Suction pressure in psig p. Suction temperature in °F q. Condenser refrigerant pressure in psig r. Condenser refrigerant temperature in °F s. Oil pressure in psig t. Oil temperature in°F u. Voltage at each connection v. Amperage for each phase w. Kilowatt input x. Crankcase heater kilowatt y. Number of fans z. Condenser fan rpm TP-189 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 309 of 630 aa. Condenser fan airflow rate in cfm bb. Condenser fan motor make, frame size, rpm, and horsepower cc. Condenser fan motor voltage at each connection dd. Condenser fan motor amperage for each phase. I. Vibration Measurement Reports: 1. Date and time of test 2. Vibration meter manufacturer, model number, and serial number 3. Equipment designation, location, equipment, speed,motor speed, and motor horsepower 4. Diagram of equipment showing the vibration measurement locations 5. Measurement readings for each measurement location 6. Calculate isolator efficiency using measurements taken 7. Description of predominant vibration source J. Sound Measurement Reports: Record sound measurements on octave band and dB(A) test forms and on an NC or RC chart indicating the decibel level measured in each frequency band for both "background" and "HVAC system operating"readings. Record each tested location on a separate NC or RC chart. Record the following on the forms: 1. Date and time of test 2. Sound meter manufacturer, model number, and serial number 3. Space location within the building including floor level and room number 4. Diagram or color photograph of the space showing the measurement location 5. Time weighting of measurements, either fast or slow 6. Description of the measured sound: steady,transient, or tonal 7. Description of predominant sound source K. Indoor-Air Quality Measurement Reports for Each HVAC System: 1. HVAC system designation 2. Date and time of test 3. Outdoor temperature,relative humidity,wind speed, and wind direction at start of test 4. Room number or similar description for each location 5. Measurements at each location 6. Observed deficiencies L. Instrument Calibration Reports: 1. Report Data: a. Instrument type and make b. Serial number c. Application d. Dates of use e. Dates of calibration TP-190 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 310 of 630 END OF SECTION SECTION 23 0700 HVAC INSULATION PART 1 - GENERAL 1.01 SUMMARY A. Section Includes new piping and ductwork and equipment insulation that is not factory insulated and repair of existing insulation damaged by the Work of this contract: 1. Insulation Materials: a. Mineral fiber. 2. Thermal Blankets 3. Fire-rated insulation systems. 4. Adhesives. 5. Mastics. 6. Securements. 7. Corner angles. 1.02 DEFINITIONS A. The term"piping" includes piping, fittings, valves, controls, specialties, accessories; in other words everything except the equipment connected to the piping. B. "Aboveground" includes piping above ground or within personnel or utility tunnels that are tall enough for walking. C. "Underground" includes piping direct buried in the ground and within utility trench. 1.03 SUBMITTALS A. Product Data: For each type of product indicated. Include thermal conductivity, thickness, and jackets (both factory and field applied, if any). Clearly mark the materials being provided and its intended use of each product or the submittal will be rejected. B. Submittal: 1. Product Data: For adhesives and sealants, including printed statement of VOC content. C. Shop Drawings: 1. Detail application of protective shields, saddles, and inserts at hangers for each l type of insulation and hanger. 2. Detail insulation application at pipe expansion joints for each type of insulation. TP-191 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 311 of 630 3. Detail insulation application at elbows, fittings, flanges, valves, and specialties for each type of insulation. 4. Detail removable insulation at piping specialties, equipment connections, nameplates, service plugs, HTW pipe anchors, guides, expansion joints, and HTW supports, and access panels. 5. Detail application of field-applied jackets. 6. Detail application at linkages of control devices. 7. Detail field application for each equipment type. D. Qualification Data: For qualified Installer. E. Material Test Reports: From a qualified testing agency acceptable to the Fire Marshal indicating, interpreting, and certifying test results for compliance of insulation materials, sealers, attachments, cements, and jackets,with requirements indicated. Include dates of tests and test methods employed. 1.04 QUALITY ASSURANCE A. Installer Qualifications: Skilled mechanics who have successfully completed an apprenticeship program or another craft training program certified by the Department of Labor, Bureau of Apprenticeship and Training. B. Surface Burning Characteristics: For insulation and related materials, as determined by testing identical products per ASTM E 84, by a testing and inspecting agency acceptable to the Fire Marshal. Factory label insulation and jacket materials and adhesive, mastic,tapes, and cement material containers,with appropriate markings of applicable testing and inspecting agency. 1. Insulation Installed Indoors: Flame-spread index of 25 or less, and smoke-developed index of 50 or less. 2. Insulation Installed Outdoors: Flame-spread index of 75 or less, and smoke-developed index of 150 or less. C. Mockups shall be Type 1: An in-place review of items, materials and systems prior to execution. It is not the intent to modify materials or installation but to verify quality control expectations of the Contractor. The mockups shall include materials, finishes, and construction details to complete the finished appearance. The exact location shall be verified with the Contractor's sequencing. 1. Ductwork Mockups: a. None unless installing special or alternate insulation, build in place mockups for each type of insulation and finish to demonstrate quality of insulation application and finishes. Build mockups using same materials as for the completed Work. 2. Equipment Mockups: a. One in place chilled-water pump, if applicable to the project. b. One in place tank or vessel, if applicable to the project. TP-192 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 312 of 630 3. For each mockup, fabricate cutaway sections or shop drawing to allow observation of application details for insulation materials, adhesives,mastics, attachments, and jackets. 4. Notify seven days in advance of dates and times when mockups will be constructed. 5. Obtain approval of mockups before starting insulation application. 6. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless specifically approved in writing. 1.05 DELIVERY, STORAGE,AND HANDLING A. Packaging: Insulation material containers shall be marked by manufacturer with appropriate ASTM standard designation,type and grade, and maximum use temperature. B. Insulation shall be delivered to the job site in original, unopened manufacturer's containers. C. Insulation shall be stored in a dry location and kept dry throughout construction. 1.06 COORDINATION A. Coordinate size and location of supports, hangers, and insulation shields specified in Division 23 Section "Hangers and Supports for HVAC." B. Coordinate clearance requirements with piping Installer for piping insulation application, duct Installer for duct insulation application, and equipment Installer for equipment insulation application. Before preparing piping and ductwork Shop Drawings, establish and maintain clearance requirements for installation of insulation and field-applied jackets and finishes and for space required for maintenance. 1.07 SCHEDULING A. Schedule insulation application after pressure testing systems. Insulation application may begin on segments that have satisfactory test results. PART 2 -PRODUCTS 2.01 INSULATION MATERIALS A. Comply with requirements in Part 3 schedule articles for where insulating materials shall be applied. B. Prohibited: Products containing asbestos, lead,mercury, or mercury compounds. C. Prohibited insulation materials: Calcium silicate, phenolic, or polyisocyanurate insulation. D. Products that come in contact with stainless steel shall have a leachable chloride content of less than 50 ppm when tested according to ASTM C 871. E. Insulation materials for use on austenitic stainless steel shall be qualified as acceptable according to ASTM C 795. TP-193 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 313 of 630 F. Mineral Wool: Inorganic mineral fiber made from Basalt, or high-recycled content 1 mineral fiber insulation. Comply with ASTM C547 with or without factory applied FSK jacket. Factory-applied jacket requirements are specified in "Factory-Applied Jackets" Article 1. Products: Subject to compliance with requirements, provide one of the following: a. Industrial Insulation Group,LLC b. Roxul c. Thermafiber d. Or Equal G. Mineral-Fiber Blanket Insulation: Mineral or glass fibers bonded with a thermosetting resin. Comply with ASTM C 553, Type II and ASTM C 1290, Type III with factory-applied FSK jacket. Factory-applied jacket requirements are specified in "Factory-Applied Jackets" Article. 1. Products: Subject to compliance with requirements,provide one of the following: a. CertainTeed Corp.;Duct Wrap. b. Johns Manville;Microlite. c. Knauf Insulation; Duct Wrap. d. Manson Insulation Inc.;Alley Wrap. e. Owens Corning;All-Service Duct Wrap. f. Or equal. g. Flexible Batt Insulations. h. Or equal. H. Mineral-Fiber Board Insulation: Mineral or glass fibers bonded with a thermosetting resin. Comply with ASTM C 612, Type IA or Type IB. For duct and plenum applications, provide insulation with factory-applied FSK jacket. For equipment applications, provide insulation without factory-applied jacket if needed for building up thicknesses of insulation otherwise provide with factory-applied ASJ or with factory-applied FSK jacket. Factory-applied jacket requirements are specified in "Factory-Applied Jackets"Article. 1. Products: Subject to compliance with requirements, provide one of the following: a. CertainTeed Corp.; Commercial Board. b. Fibrex Insulations Inc.; FBX. c. Industrial Insulation Group,LLC d. Johns Manville; 800 Series Spin-Glas. e. Knauf Insulation; Insulation Board. f. Manson Insulation Inc.;AK Board. g. Owens Corning; Fiberglas 700 Series. h. Roxul i. Thermafiber j. Or equal. TP-194 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 314 of 630 2.02 THERMAL BLANKETS: A. Thermal blankets: custom fit pre-engineered insulation system, flexible and removable after installation to allow reinstallation and access to valves, pumps, flanges, equipment, and other hard to insulate items. 1. Insulation Material: ASTM C 1086, encapsulated 11 lb/cu. ft. fiberglass needled mat, Type E fiber 2. Inner and Outer Jacket: Minimum 16.5 oz./sq.yd. PTFE Teflon impregnated fiberglass. 3. Blanket Construction: Double sewn lock stitch with a minimum of 7 stitches per inch. Raw jacket edges shall have a PTFE Teflon fiberglass cloth binding with Teflon coated fiberglass thread stitching. 4. Quilting: Stainless steel tufts or pins placed at random locations no greater than 16" inches apart,with stainless steel speed washers for securing the insulation in place. 5. Fasteners: 12 or 14 gauge Type 304 Stainless Steel lacing pins shall be provided. The lacing pins will be held in place with 1-inch diameter, 14 gauge,type 304 stainless steel speed washers. 6. I.D. Tags: Stainless steel with embossed lettering. 7. Insulation thickness: to comply with insulation schedule in Part 3. 8. Thermal blankets installed outdoors shall be installed in a manner that rain and dew will not collect on blankets or seep inside of blanket. Provide removable aluminum jackets water shields or rain guards if necessary. 9. Custom Manufacturers: a. Orange County Thermal Industries,Inc. b. Sound Waves Insulations,Inc., Santa Ana c. Thermal Energy Products,Inc. d. Or equal. 2.03 FIRE-RATED INSULATION SYSTEMS A. Fire-Rated Blanket: High-temperature, flexible,blanket insulation with FSK jacket that is tested and certified to provide a 1 or 2-hour fire rating as required by the installation and by a NRTL acceptable to the Fire Marshal. 1. Products: Subject to compliance with requirements, provide one of the following: a. CertainTeed Corp.; FlameChek. b. Industrial Insulation Group,LLC c. Johns Manville; Firetemp Wrap. d. Nelson Firestop Products;Nelson FSB Flameshield Blanket. e. Thermal Ceramics; FireMaster Duct Wrap. f. 3M; Fire Barrier Wrap Products. g. Unifrax Corporation; FyreWrap. h. Or equal. TP-195 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 315 of 630 2.04 ADHESIVES A. Materials shall be compatible with insulation materials,jackets, and substrates and for bonding insulation to itself and to surfaces to be insulated,unless otherwise indicated. Adhesives shall contain no flammable solvents if that option is available. B. Mineral-Fiber Adhesive: Comply with MIL-A-3316C, Class 2, Grade A. 1. Products: Subject to compliance with requirements, provide one of the following: a. Design Polymerics DP 2590-CA b. ITW TACC,Division of Illinois Tool Works; SP80, T1080 c. Marathon Industries, Inc. d. Or equal. 2. For indoor applications use adhesive that has a VOC content of 80 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). 2.05 MASTICS A. Materials shall water based and be compatible with insulation materials,jackets, and substrates; comply with MIL-PRF-19565C, Type II. 1. For indoor applications,use mastics that have a VOC content of 40 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). B. Vapor-Barrier Mastic: Water based; suitable for indoor and outdoor use on below ambient services. 1. Products: Subject to compliance with requirements, provide one of the following: a. Childers Products, Division of ITW; CP-35. b. Design Polymerics 3040 with zero VOC's. c. Foster Products Corporation,H. B. Fuller Company; 30-90. d. ITW TACC,Division of Illinois Tool Works; CB-50. e. Marathon Industries, Inc.; 590. f. Mon-Eco Industries, Inc.; 55-40. g. Vimasco Corporation; 749. h. Or equal. 2. Water-Vapor Permeance: ASTM E 96, Procedure B, 0.013 perm at 43-mil dry film thickness. 3. Service Temperature Range: Minus 20 to plus 180 deg F. 4. Solids Content: ASTM D 1644, 58 percent by volume and 70 percent by weight. 5. Color: White. C. Breather Mastic: Water based; suitable for indoor and outdoor use on above ambient services. TP-196 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 316 of 630 1. Products: Subject to compliance with requirements, provide one of the following: a. Childers Products, Division of ITW; CP-10. b. Foster Products Corporation, H. B. Fuller Company; 35-00. c. ITW TACC,Division of Illinois Tool Works; CB-05/15. d. Marathon Industries,Inc.; 550. e. Mon-Eco Industries,Inc.; 55-50. £ Vimasco Corporation; WC-1/WC-5. g. Or equal. 2. Water-Vapor Permeance: ASTM F 1249, 1.8 perms at 0.0625-inch dry film thickness. 3. Service Temperature Range: Minus 20 to plus 180 deg F. 4. Solids Content: 60 percent by volume and 66 percent by weight. 5. Color: White. D. High Temperature Water Mastic: asphalt cutback 1. Products: a. Pittsburgh Corning Corp.: Pittcote 300. b. Or equal. 2.06 SECUREMENTS A. Bands: 1. Products: Subject to compliance with requirements, provide one of the following: a. Childers Products; Bands. b. PABCO Metals Corporation; Bands. c. RPR Products,Inc.; Bands. d. Or equal. 2. Stainless Steel: ASTM A167 or ASTM A240/A 240M, Type 304 or Type 316; 0.015 inch thick,3/4 inch wide with wing seal. 3. Aluminum: ASTM B209,Alloy 3003, 3005, 3105, or 5005; Temper H-14, 0.020 inch thick,3/4 inch wide with wing seal. 4. Springs: For larger than 84-inch diameter tank applications. Twin spring set constructed of stainless steel with ends flat and slotted to accept metal bands. Spring size determined by manufacturer for application. B. Insulation Pins and Hangers: 1. Cupped-Head, Capacitor-Discharge-Weld Pins: Copper-or zinc-coated steel pin, fully annealed for capacitor-discharge welding, 0.135-inch-diameter shank, length to suit depth of insulation indicated with integral 11/2-inch galvanized carbon-steel washer. TP-197 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 317 of 630 a. Products: Subject to compliance with requirements, provide one of the following: 1) AGM Industries,Inc.; CWP-1. 2) GEMCO; Cupped Head Weld Pin. 3) Midwest Fasteners, Inc.; Cupped Head. 4) Nelson Stud Welding; CHP. 5) Or equal. 2. Self-Sticking-Base Insulation Hangers for Equipment: Baseplate welded to projecting spindle that is capable of holding insulation, of thickness indicated, and securely in position indicated when self-locking washer is in place. Self-sticking-base is prohibited for use with ductwork insulation. Comply with the following requirements: a. Products: Subject to compliance with requirements,provide one of the following: 1) AGM Industries,Inc.; Tactoo Insul-Hangers, Series TSA. 2) GEMCO; Press and Peel. 3) Midwest Fasteners, Inc.; Self Stick. 4) Or equal. b. Baseplate: Galvanized carbon-steel sheet, 0.015 inch thick by 2 inches square. c. Spindle: Low carbon steel,fully annealed, 0.105-inch-diameter(12 gage) shank, length to suit depth of insulation indicated. d. Adhesive-backed base with a peel-off protective cover. 3. Insulation-Retaining Washers: Self-locking washers formed from 0.016-inch- thick, galvanized-steel sheet,with beveled edge sized as required to hold insulation securely in place but not less than 1-1/2 inches in diameter. a. Products: Subject to compliance with requirements, provide one of the following: 1) AGM Industries,Inc.; RC-150. 2) GEMCO; R-150. 3) Midwest Fasteners, Inc.; WA-150. 4) Nelson Stud Welding; Speed Clips. 5) Or equal. b. Protect ends with capped self-locking washers incorporating a spring steel insert to ensure permanent retention of cap in exposed locations. C. Staples: Outward-clinching insulation staples,nominal 3/4-inch-wide, stainless steel or Monel. D. Wire: 0.062-inch soft-annealed, stainless steel or 0.062-inch soft-annealed Monel®. TP-198 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 318 of 630 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. C &F Wire. b. Childers Products. c. PABCO Metals Corporation. d. RPR Products, Inc. e. Or equal. 2.07 CORNER ANGLES A. Aluminum Corner Angles: 0.040 inch thick,minimum 1 by 1 inch, aluminum according to ASTM B209,Alloy 3003, 3005; 3105 or 5005; Temper H-14. B. Stainless-Steel Corner Angles: 0.024 inch thick,minimum 1 by 1 inch, stainless steel according to ASTM A167 or ASTM A240/A240M, Type 304 or Type 316. PART 3 -EXECUTION 3.01 EXAMINATION A. Examine substrates and conditions for compliance with requirements for installation and other conditions affecting performance of insulation application. 1. Verify that systems and equipment to be insulated have been tested and are free of defects. 2. Verify that surfaces to be insulated are clean and dry. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Surface Preparation: Clean and dry surfaces to receive insulation. Remove materials that will adversely affect insulation application. 1. Stainless Steel: Coat 300 series stainless steel with epoxy primer 5 mils thick - and an epoxy finish 5 mils thick if operating in a temperature range between 140 and 300 deg F. Consult coating manufacturer for appropriate coating materials and application methods for operating temperature range. 2. Carbon Steel: Coat carbon steel operating at a service temperature between 32 and 300 deg F with an epoxy coating. Consult coating manufacturer for appropriate coating materials and application methods for operating temperature range. B. Mix insulating cements with clean potable water; if insulating cements are to be in contact with stainless-steel surfaces, use demineralized water. 3.03 GENERAL INSTALLATION REQUIREMENTS A. Install insulation in accordance with the manufacturer's installation instructions. TP-199 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 319 of 630 B. Install insulation materials, accessories, and finishes with smooth, straight, and even surfaces; free of voids throughout the length of equipment, ducts and fittings, and piping including fittings, valves, and specialties. C. Install insulation materials, forms, vapor barriers or retarders,jackets, and thicknesses required for each item of equipment, duct system, and pipe system as specified in insulation system schedules. D. Install accessories compatible with insulation materials and suitable for the service. Install accessories that do not corrode, soften, or otherwise attack insulation or jacket in either wet or dry state. E. Install insulation with longitudinal seams at top and bottom of horizontal runs. F. Install multiple layers of insulation with longitudinal and end seams staggered. G. Welding brackets, clips, or other attachment devices to piping, fittings, and specialties is prohibited. H. Keep insulation materials dry during application and finishing. I. Install insulation with tight longitudinal seams and end joints. Bond seams and joints with adhesive recommended by insulation material manufacturer. J. Install insulation with least number of joints practical. Do not use two or more scrap pieces where a full-length section will fit. K. Where vapor barrier is indicated, seal joints, seams, and penetrations in insulation at hangers, supports, anchors, and other projections with vapor-barrier mastic. 1. Install insulation continuously through hangers and around anchor attachments. 2. For insulation application where vapor barriers are indicated, extend insulation on anchor legs from point of attachment to supported item to point of attachment to structure. Taper and seal ends at attachment to structure with vapor-barrier mastic. 3. Install insert materials and install insulation to tightly join the insert. Seal insulation to insulation inserts with adhesive or sealing compound recommended by insulation material manufacturer. 4. Cover inserts with jacket material matching adjacent pipe insulation. Install shields over jacket, arranged to protect jacket from tear or puncture by hanger, support, and shield. L. Apply adhesives,mastics, and sealants at manufacturer's recommended coverage rate and wet and dry film thicknesses. Their function is not to mask poor-fitting insulation. M. Install insulation with factory-applied jackets as follows: 1. Draw jacket tight and smooth. 2. Cover circumferential joints with 3-inch-wide strips, of same material as insulation jacket. Secure strips with adhesive and outward clinching staples along both edges of strip, spaced 4 inches on center. TP-200 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 320 of 630 3. Overlap jacket longitudinal seams at least 1-Y2 inches. Install insulation with longitudinal seams at bottom of pipe. Clean and dry surface to receive self-sealing lap. Staple laps with outward clinching staples along edge at 4 inches on center. -- a. For below ambient services, apply vapor-barrier mastic over staples. 4. Cover joints and seams with tape as recommended by insulation material manufacturer to maintain vapor seal. 5. Where vapor barriers are indicated, apply vapor-barrier mastic on seams and joints and at ends adjacent to duct and pipe flanges and fittings. N. Cut insulation in a manner to avoid compressing insulation more than 75 percent of its nominal thickness. O. Finish installation with systems at operating conditions. Repair joint separations and cracking due to thermal movement. P. Repair damaged insulation facings by applying same facing material over damaged areas. Extend patches at least 4 inches beyond damaged areas. Adhere, staple, and seal patches similar to butt joints. 3.04 PENETRATIONS A. Insulation Installation at Roof Penetrations: Install insulation continuously through roof penetrations. 1. Seal penetrations with flashing sealant. 2. For applications requiring only indoor insulation, terminate insulation above roof surface and seal with joint sealant. For applications requiring indoor and outdoor insulation, install insulation for outdoor applications tightly joined to indoor insulation ends. Seal joint with joint sealant. 3. Extend jacket of outdoor insulation outside roof flashing at least 2 inches below top of roof flashing. 4. Seal jacket to roof flashing with flashing sealant. B. Insulation Installation at Underground Exterior Wall Penetrations: Terminate insulation flush with sleeve seal except cellular glass shall extend through sleeves, guides and walls to at least two feet into indoor. Seal terminations with flashing sealant. C. Insulation Installation at Aboveground Exterior Wall Penetrations: Install insulation continuously through wall penetrations. 1. Seal penetrations with flashing sealant. 2. For applications requiring only indoor insulation,terminate insulation inside wall surface and seal with joint sealant. For applications requiring indoor and outdoor insulation, install insulation for outdoor applications tightly joined to indoor insulation ends. Seal joint with joint sealant. 3. Extend jacket of outdoor insulation outside wall flashing and overlap wall flashing at least 2 inches. TP-201 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 321 of 630 4. Seal jacket to wall flashing with flashing sealant. D. Insulation Installation at Interior Wall and Partition Penetrations (That Are Not Fire Rated): Install insulation continuously through walls and partitions. E. Insulation Installation at Fire-Rated Wall and Partition Penetrations: Install insulation continuously through penetrations of fire-rated walls and partitions. Terminate insulation at fire damper sleeves for fire-rated wall and partition penetrations. Externally insulate damper sleeves to match adjacent insulation and overlap duct insulation at least 2 inches. F. Insulation Installation at Floor Penetrations: 1. Duct: Install insulation continuously through floor penetrations that are not fire rated. For penetrations through fire-rated assemblies,terminate insulation at fire damper sleeves and externally insulate damper sleeve beyond floor to match adjacent duct insulation. Overlap damper sleeve and duct insulation at least 2 inches. 2. Pipe: Install insulation continuously through floor penetrations. 3. Seal penetrations through fire-rated assemblies. 3.05 MINERAL-FIBER INSULATION INSTALLATION A. Blanket Insulation Installation on Ducts and Plenums: Secure with adhesive and insulation pins. 1. Apply adhesives according to manufacturer's recommended coverage rates per unit area, for 90 percent coverage of duct and plenum surfaces. 2. Apply adhesive to entire circumference of ducts and to surfaces of fittings and transitions. 3. Install cupped-head, capacitor-discharge-weld pins on sides and bottom of horizontal ducts and sides of vertical ducts as follows: a. On duct sides with dimensions 18 inches and smaller, place pins along longitudinal centerline of duct. Space 3 inches maximum from insulation end joints, and 16 inches on center. b. On duct sides with dimensions larger than 18 inches, place pins 16 inches on center each way, and 3 inches maximum from insulation joints. Install additional pins to hold insulation tightly against surface at cross bracing. c. Pins and adhesive may be omitted from top surface of horizontal, rectangular ducts and plenums. d. Do not over compress insulation during installation. e. Impale insulation over pins and attach speed washers. f. Cut excess portion of pins extending beyond speed washers or bend parallel with insulation surface. Cover exposed pins and washers with tape matching insulation facing. 4. For ducts and plenums with surface temperatures below ambient, install a continuous unbroken vapor barrier. Create a facing lap for longitudinal seams and end joints with insulation by removing 2 inches from 1 edge and 1 end of TP-202 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 322 of 630 insulation segment. Secure laps to adjacent insulation section with '/2-inch outward-clinching staples, 1 inch on center. Install vapor barrier consisting of factory- or field-applied jacket, adhesive,vapor-barrier mastic, and sealant at joints, seams, and protrusions. a. Repair punctures,tears, and penetrations with tape or mastic to maintain vapor-barrier seal. b. Install vapor stops for ductwork and plenums operating below 50 deg F at 18-foot intervals. Vapor stops shall consist of vapor-barrier mastic applied in a Z-shaped pattern over insulation face, along butt end of insulation, and over the surface. Cover insulation face and surface to be insulated a width equal to 2 times the insulation thickness but not less than 3 inches. 5. Overlap unfaced blankets a minimum of 2 inches on longitudinal seams and end joints. At end joints, secure with steel bands spaced a maximum of 18 inches on center. 6. Install insulation on rectangular duct elbows and transitions with a full insulation section for each surface. Install insulation on round and flat-oval duct elbows with individually mitered gores cut to fit the elbow. 7. Do not compress insulation beyond 25% of its' nominal thickness. 8. Insulate duct stiffeners,hangers, and flanges that protrude beyond insulation surface with 6-inch-wide strips of same material used to insulate duct. Secure on alternating sides of stiffener,hanger, and flange with pins spaced 6 inches on center. B. Board Insulation Installation on Ducts and Plenums: Secure with adhesive and insulation pins. 1. Apply adhesives according to manufacturer's recommended coverage rates per unit area, for 90 percent coverage of duct and plenum surfaces. 2. Apply adhesive to entire circumference of ducts and to surfaces of fittings and transitions. 3. Install cupped-head, capacitor-discharge-weld pins on sides and bottom of horizontal ducts and sides of vertical ducts as follows: a. On duct sides with dimensions 18 inches and smaller,place pins along longitudinal centerline of duct. Space 3 inches maximum from insulation end joints, and 16 inches on center. b. On duct sides with dimensions larger than 18 inches, space pins 16 inches on center each way, and 3 inches maximum from insulation joints. Install additional pins to hold insulation tightly against surface at cross bracing. c. Pins and adhesive may be omitted from top surface of horizontal, rectangular ducts and plenums. d. Do not over compress insulation during installation. e. Cut excess portion of pins extending beyond speed washers or bend parallel with insulation surface. Cover exposed pins and washers with tape matching insulation facing. TP-203 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 323 of 630 4. For ducts and plenums with surface temperatures below ambient, install a continuous unbroken vapor barrier. Create a facing lap for longitudinal seams and end joints with insulation by removing 2 inches from 1 edge and 1 end of insulation segment. Secure laps to adjacent insulation section with 1/2-inch outward-clinching staples, 1 inch on center. Install vapor barrier consisting of factory- or field-applied jacket, adhesive, vapor-barrier mastic, and sealant at joints, seams, and protrusions. a. Repair punctures,tears, and penetrations with tape or mastic to maintain vapor-barrier seal. b. Install vapor stops for ductwork and plenums operating below 50 deg F at 18-foot intervals. Vapor stops shall consist of vapor-barrier mastic applied in a Z-shaped pattern over insulation face, along butt end of insulation, and over the surface. Cover insulation face and surface to be insulated a width equal to 2 times the insulation thickness but not less than 3 inches. 5. Install insulation on rectangular duct elbows and transitions with a full insulation section for each surface. Groove and score insulation to fit as closely as possible to outside and inside radius of elbows. Install insulation on round and flat-oval duct elbows with individually mitered gores cut to fit the elbow. 6. Insulate duct stiffeners, hangers, and flanges that protrude beyond insulation surface with 6-inch-wide strips of same material used to insulate duct. Secure on alternating sides of stiffener,hanger, and flange with pins spaced 6 inches on center. 3.06 FIRE-RATED INSULATION SYSTEM INSTALLATION A. Where fire-rated insulation system is to be installed, secure system to ducts and duct hangers and supports to maintain a continuous fire rating. Confirm that duct installer has provided additional hangers for the added weight of the fire-rated insulation. B. Insulate duct access panels and doors to achieve same fire rating as duct. C. Install firestopping at penetrations through fire-rated assemblies. 3.07 FIELD QUALITY CONTROL A. Perform tests and inspections when requested. B. Tests and Inspections: 1. Inspect ductwork, randomly selected by a Representative, by removing field-applied jacket and insulation in layers in reverse order of their installation. Extent of inspection shall be limited to one location for each 5,000 cfm duct system. 2. Inspect field-insulated equipment,randomly selected by a Representative, by removing field-applied jacket and insulation in layers in reverse order of their installation. Extent of inspection shall be limited to one location for each type of equipment defined in the "Equipment Insulation Schedule"Article. For large equipment, remove only a portion adequate to determine compliance. TP-204 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 324 of 630 3. Inspect pipe, fittings, strainers, and valves,randomly selected by a Representative, by removing field-applied jacket and insulation in layers in reverse order of their installation. Extent of inspection shall be limited to three locations of straight pipe, three locations of threaded fittings,three locations of welded fittings, for each pipe service defined in the "Piping Insulation Schedule, General"Article. C. Insulation applications will be considered defective Work if sample inspection reveals noncompliance with requirements. 3.08 DUCT INSULATION SCHEDULE, GENERAL A. Plenums and Ducts Requiring Insulation: are listed in the Article"Duct and Plenum Insulation Schedule." B. Install duct insulation with a vapor barrier. C. Items Not Insulated: 1. Factory-insulated flexible ducts. 2. Vibration-control devices. 3. Factory-insulated access panels and doors. 3.09 DUCT AND PLENUM INSULATION SCHEDULE NOMINAL THICKNESS/ MINIMUM R-VALUE( DUCT OR PLENUMTYPE I R-FT2-°FBTU) @ 75°F DENSITY LOCATION (LBS/FT3) SUPPLY RETUR OUTSIDE N AIR Indoors—Concealed Blanket 3"/ 10 3"/ 10 1'/2"/5.3 0.75 (non-conditioned space) Indoors—Exposed None None None None -- (conditioned space) Indoors—Exposed Board 2"/8 2"/ 8 1"/4.2 1.5 (Non-conditioned space) Outdoors Board 2"/8 2"/8 None 3 3.10 EQUIPMENT INSULATION SCHEDULE, GENERAL A. Insulation materials and thicknesses are identified in following Article based on the equipment temperature service. If more than one material is listed for a type of equipment, selection from materials listed is Contractor's option. TP-205 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 325 of 630 B. Insulate indoor and outdoor equipment in paragraphs below that are not factory insulated or if the factory installed insulation that does not meet or exceed the specified thermal requirements. C. Provide removable thermal blanket insulation covers on un-insulated parts. D. Insulate the following indoor or outdoor equipment: 1. Any other equipment not listed or not factory insulated in compliance with California Energy Code. E. Omit insulation if equipment service is above 200°F from the following: 1. Vibration-control devices. 2. Testing agency labels and stamps, except for HTW provide removal insulation cover. END OF SECTION SECTION 23 3113 METAL DUCTS PART 1 - GENERAL 1.01 SUMMARY A. Section includes metal ducts for supply,return, outside, and exhaust air-distribution systems in pressure classes from minus 2-to plus 10 inches w.g. Metal ducts include the following: 1. Rectangular ducts and fittings. 2. Single-wall,round, and flat-oval spiral-seam ducts and formed fittings. 3. Duct liner. Exposed fibrous glass duct liners are prohibited. 1.02 PERFORMANCE REQUIREMENTS A. Delegated Duct Design: Duct construction, including sheet metal thicknesses, seam and joint construction,reinforcements, hangers and supports, shall comply with SMACNA's "HVAC Duct Construction Standards -Metal and Flexible" and performance requirements and design criteria indicated in "Duct Schedule"Article. 1. Duct system design shall be used to select size and type of air-moving and distribution equipment and other air system components. Design of the layout and configuration of duct system shall be approved in writing. B. Airstream Surfaces: Surfaces in contact with the airstream shall comply with requirements in ASHRAE 62.1. C. Structural Seismic Performance: Refer to Division 23 Section "Vibration and Seismic Controls for HVAC." TP-206 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 326 of 630 1.03 SUBMITTALS A. Shop Drawings: CAD-generated. Show fabrication and installation details for metal ducts. 1. Fabrication, assembly, and installation, including plans, elevations, sections, components, and attachments to other work. 2. Equipment service clearance and access panels and door swings. 3. Duct layout indicating sizes and pressure classes. 4. Elevations of top and bottom of ducts. 5. Dimensions of main duct runs from building grid lines. 6. Fittings. 7. Reinforcement and spacing. 8. Seam and joint construction. 9. Penetrations through fire-rated and other partitions. 10. Equipment installation based on equipment being used on Project. 11. Duct accessories, including access doors and panels. 12. Hangers and supports, including methods for duct and building attachment, vibration isolation, and seismic restraints. 13. Fabrication details and materials may be a separate submittal from ductwork shop drawings. 14. Seismic bracing calculations, details,products, and plans. B. Welding certificates. C. Field quality-control test reports. D. Submittals: 1. Product Data: Documentation indicating that duct systems comply with ASHRAE 62.1, Section 5 - "Systems and Equipment." 2. Product Data: Documentation indicating that duct systems comply with ASHRAE/IESNA 90.1, Section 6.4.4 - "HVAC System Construction and Insulation." 3. Leakage Test Report: Documentation of work performed for compliance with ASHRAE/IESNA 90.1, Section 6.4.4.2.2 - "Duct Leakage Tests." 4. Duct-Cleaning Test Report: Documentation of work performed for compliance with ASHRAE 62.1, Section 7.2.4 - "Ventilation System Start-Up." 5. Product Data: For adhesives and sealants, including printed statement of VOC content. E. Product Data: For each type of the following products: 1. Liners and adhesives. 2. Sealants and gaskets. 3. Seismic-restraint devices. 4. Ducts, fittings,hangers, dampers, supports, fasteners and any other sheet metal products used. TP-207 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 327 of 630 1.04 QUALITY ASSURANCE A. Welding: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code--Steel," for hangers and supports AWS D1.2, "Sheet Metal Welding Code," for duct joint and seam welding. B. Seismic Engineering: Seismic bracing and support design, product installation, equipment, and systems shall conform to the CBC. Submit calculations,plans, and documents stamped by a qualified California registered engineer. C. Structural Review: Seismic engineering submittal documents, seismic loads, anchorage loads, and vertical loads applied to the building structure shall be approved by the project structural engineer of record. D. ASHRAE Compliance: Applicable requirements in ASHRAE 62.1-2004, Section 5 - "Systems and Equipment" and Section 7- "Construction and System Start-Up." E. ASHRAE/IESNA Compliance: Applicable requirements in ASHRAE/IESNA 90.1-2004, Section 6.4.4 - "HVAC System Construction and Insulation." PART 2 -PRODUCTS 2.01 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists,the following requirements apply to product selection: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2.02 SHEET METAL MATERIALS A. Comply with SMACNA's "HVAC Duct Construction Standards--Metal and Flexible" for acceptable materials, material thicknesses, and duct construction methods, unless otherwise indicated. Sheet metal materials shall be free of pitting, seam marks, roller marks, stains, discolorations, and other imperfections. B. Galvanized Sheet Steel: Lock-forming quality; complying with ASTM A 653/A 653M and having G90 coating designation. Ducts shall have mill-phosphatized finish for surfaces exposed to public view and that are specified to be painted. C. Reinforcement Shapes and Plates: Galvanized-steel reinforcement where installed on galvanized sheet metal ducts. D. Tie Rods: Tie rods inside ductwork are prohibited. 2.03 DUCT LINER (PROHIBITED) 2.04 SEALANT AND GASKETS A. General Sealant and Gasket Requirements: Surface-burning characteristics for sealants and gaskets shall be a maximum flame-spread index of 25 and a maximum smoke-developed index of 50 when tested according to UL 723; certified by an NRTL. TP-208 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 328 of 630 B. Two-Part Tape Sealing System: 1. Tape: Woven cotton fiber impregnated with mineral gypsum and modified acrylic/silicone activator to react exothermically with tape to form hard, durable, airtight seal. 2. Tape Width: 4 inches. 3. Sealant: Modified styrene acrylic. 4. Water resistant. 5. Mold and mildew resistant. 6. Maximum Static-Pressure Class: 10 inches w.g.,positive and negative. 7. Service: Indoor and outdoor. 8. Service Temperature: Minus 40 to plus 200 deg F. 9. Substrate: Compatible with galvanized sheet steel (both PVC coated and bare), stainless steel. 10. For indoor applications use sealant that has a VOC content of 250 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). C. Water-Based Joint and Seam Sealant: 1. Application Method: Brush on. 2. Solids Content: Minimum 65 percent. 3. Shore A Hardness: Minimum 20. 4. Water resistant. 5. Mold and mildew resistant. 6. VOC: Maximum 75 g/L (less water). 7. Maximum Static-Pressure Class: 10 inches wg,positive and negative. 8. Service: Indoor or outdoor. 9. Substrate: Compatible with galvanized sheet steel(both PVC coated and bare), stainless steel. D. Flanged Joint Sealant: Comply with ASTM C 920. 1. General: Single-component, acid-curing, silicone, elastomeric. 2. Type: S. 3. Grade: NS. 4. Class: 25. 5. Use: O. 6. For indoor applications use sealant that has a VOC content of 250 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). E. Flange Gaskets: Butyl rubber, neoprene, or EPDM polymer with polyisobutylene plasticizer. F. Round Duct Joint 0-Ring Seals: 1. Seal shall provide maximum leakage class of 3 cfm/100 sq. ft. at 1 inch w.g. and shall be rated for 10 inches w.g. static-pressure class, positive or negative. 2. EPDM 0-ring to seal in concave bead in coupling or fitting spigot. 3. Double-lipped,EPDM 0-ring seal, mechanically fastened to factory-fabricated couplings and fitting spigots. TP-209 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 329 of 630 2.05 HANGERS AND SUPPORTS A. Building Attachments: Drilled in fasteners, or structural-steel fasteners appropriate for construction materials to which hangers are being attached. 1. Use drilled in concrete fasteners for standard-weight aggregate concretes or for slabs more than 5 inches thick. B. Powder-Actuated Fasteners are prohibited. C. Hanger Materials: Galvanized sheet steel or threaded steel rod. 1. Hangers Installed in Corrosive Atmospheres: Hot-dip galvanized,threaded rods or stainless steel. 2. Strap and Rod Sizes: Comply with SMACNA's "HVAC Duct Construction Standards--Metal and Flexible"for steel sheet width and thickness and for steel rod diameters. D. Duct Attachments: Sheet metal screws, blind rivets, or self-tapping metal screws; compatible with duct materials. E. Trapeze and Riser Supports: Steel shapes complying with ASTM A 36/A 36M. 1. Supports for Galvanized-Steel Ducts: Galvanized-steel shapes and plates. 2. Supports for Stainless-Steel Ducts: Galvanized-steel or stainless steel shapes and plates. 2.06 RECTANGULAR DUCT FABRICATION A. Fabricate ducts, elbows,transitions, offsets, branch connections, and other construction according to SMACNA's "HVAC Duct Construction Standards--Metal and Flexible" third edition and complying with requirements for metal thickness,reinforcing types and intervals, and joint types and intervals except as modified by this specification. 1. Lengths: Fabricate rectangular ducts in lengths appropriate to reinforcement and rigidity class required for pressure class. 2. Deflection: Duct systems shall not exceed deflection limits according to SMACNA's "HVAC Duct Construction Standards--Metal and Flexible." B. Elbows shall be short radius with splitter or guide vanes are the standard method to be used or if space permits, long radius elbows may be used, figure 4-2,type RE 1 and RE 3 in the SMACNA manual. Use short radius elbows with 1, 2, or 3 splitter or guide vanes. Construct splitter or guide vanes per SMACNA HVAC Systems Duct Design Manual. 1. Mitered elbows with or without turning vanes and other elbow types are prohibited. C. Divided flow branches shall be per SMACNA manual figure 4-5, type 1 or type 4A or 4B only. D. Branch connections per SMACNA manual figure 4-6; 45-degree entry shall only be used where airflow in branch is less than 25% of total airflow in main duct. TP-210 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 330 of 630 E. Offsets shall be SMACNA manual figure 4-7,type 3 only. F. Transverse Joints: Prefabricated slide-on joints and components constructed using manufacturer's guidelines for material thickness,reinforcement size and spacing, and joint reinforcement. 1. Manufacturers: a. Ductmate Industries,Inc. b. Nexus Inc. c. Ward Industries,Inc. d. Or equal. G. Longitudinal Seams: Pittsburgh lock sealed with noncuring polymer sealant. 1. Button punch snap lock seams are prohibited. H. Provide drive slip or equivalent flat seams for ducts exposed in the conditioned space or where necessary due to space limitations. I. Cross Breaking or Cross Beading: Cross break or cross bead duct sides 19 inches and larger and 20 gauge (0.0359 inch thick) or less,with more than 10 sq. ft. of nonbraced panel area. . 2.07 ROUND DUCT AND FITTING FABRICATION A. Diameter as applied to flat-oval ducts in this Article is the diameter of a round duct with a circumference equal to the perimeter of a given size of flat-oval duct. B. Round, Spiral Lock-Seam Ducts: Fabricate supply ducts of galvanized steel according to SMACNA's "HVAC Duct Construction Standards--Metal and Flexible." C. Duct Joints: 1. Ducts up to 20 inches in Diameter: Interior, center-beaded slip coupling per SMACNA figure 3-1,RT-1, sealed before and after fastening, attached with sheet metal screws. 2. Three-piece, gasketed flanged joint consisting of two external flanges with sealant, SMACNA manual figure 3-1,RT-2 and 2A. 3. Round Ducts: Prefabricated connection system consisting of neoprene gasket dual flanges. Manufacture ducts according to connection system manufacturer's tolerances. a. Manufacturers: 1) Ductmate Industries, model Spiralmate 2) Or equal. D. 90-Degree Tees and Laterals and Conical Tees: Fabricate to comply with SMACNA's "HVAC Duct Construction Standards--Metal and Flexible," with metal thicknesses specified for longitudinal-seam straight ducts. TP-211 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 331 of 630 E. Diverging-Flow Fittings: Fabricate with reduced entrance to branch taps and with no excess material projecting from fitting into branch tap entrance. F. Fabricate elbows using die-formed, gored, segmented, or mitered construction. Ratio of centerline radius to duct diameter of elbows shall be PA. Unless elbow construction type is indicated, fabricate elbows as follows: 1. Mitered-Elbow Number of Pieces: Welded construction complying with SMACNA's "HVAC Duct Construction Standards--Metal and Flexible," comply with table 3-1. 2. Round Mitered Elbows: Welded construction with the following metal thickness for pressure classes from minus 2 to plus 2 inches w.g.: a. Ducts 3 to 36 Inches in Diameter: 0.034 inch. 3. Round Mitered Elbows: Welded construction with the following metal thickness for pressure classes from 2-to 10 inches w.g.: a. Ducts 3 to 26 Inches in Diameter: 0.034 inch. b. Ducts 27 to 50 Inches in Diameter: 0.040 inch. 4. Flat-Oval Mitered Elbows: Welded construction with same metal thickness as longitudinal-seam flat-oval duct. 5. Round Elbows 8 inches and less in Diameter: Fabricate die-formed elbows for 45- and 90-degree elbows. Fabricate nonstandard bend-angle configurations or nonstandard diameter elbows with gored construction. 6. Round Elbows 9 through 14 inches in Diameter: Fabricate gored elbows for 30, 45, 60, and 90 degrees. Fabricate nonstandard bend-angle configurations or nonstandard diameter elbows with gored construction. Fabricate 90 degrees elbows with minimum of 5 pieces. 7. Round Elbows Larger than 14 inches in Diameter and Flat-Oval Elbows: Fabricate gored elbows. 8. Die-Formed Elbows for Sizes through 8 inches in Diameter and Pressures 0.040 inch thick with 2-piece welded construction. 9. Round Gored-Elbow Metal Thickness: Same as non-elbow fittings specified above. 10. Flat-Oval Elbow Metal Thickness: Same as longitudinal-seam flat-oval duct specified above. PART 3 -EXECUTION 3.01 DUCT APPLICATIONS A. Static-Pressure Classes: Unless approved by the Mechanical Engineer of Record, construct ducts according to the following: 1. Supply Ducts (exterior installation): plus 6 inches water gauge (w.g.). 2. Supply Ducts (in Mechanical Equipment Rooms): plus 6 inches w.g. 3. Return Ducts: minus 2 inches w.g. 4. General Exhaust Ducts: minus 2 inches w.g. TP-212 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 332 of 630 5. Vertical risers shall be constructed to a minimum of plus or minus 4 inches w.g., regardless of service. B. Ducts shall be galvanized steel . C. Use round ducts to the maximum extent possible. As duct size increases, flat oval shall be considered. Rectangular ducts shall be limited to areas of space restriction with a maximum aspect ratio of 3:1. If due to a structural clearance constraint, duct aspect ratio can be increased and/or duct cross section reduced if upstream transition has included angles of 60 degrees or less and downstream transition has included angles of 30 degrees or less. D. Ducts exposed outside to elements shall be of round construction to shed rainwater. If conditions do not allow round ducts, slope the flat top of ductwork so rainwater will not stand on top of duct.Ensure that rectangular or square exhaust ducting is stiff enough that it will not pull inward on the top and create ponding areas for water under maximum design conditions of pressure and air flow. E. Except for connection of terminal discharge duct to air outlets, 90 degree taps shall not be used. Takeoff feeding terminals shall be conical branch; 45 wye conical branch; low loss tee; bell mouth, or branch with a loss coefficient equivalent to that for the conical branch. The slopes of transitions shall be approximately one to five, and no abrupt changes or offsets of any kind in the duct system shall be permitted. 3.02 DUCT INSTALLATION A. Construct and install ducts according to SMACNA's "HVAC Duct Construction Standards--Metal and Flexible," unless otherwise indicated. B. Install round and flat-oval ducts in lengths not less than 12 feet unless interrupted by fittings. C. Install ducts with fewest possible joints. D. Install fabricated fittings for changes in directions, size, and shape and for connections. E. Install couplings tight to duct wall surface with a minimum of projections into duct. Secure couplings with sheet metal screws. Install screws at intervals of 12 inches,with a minimum of 3 screws in each coupling. F. Install ducts vertically and horizontally and parallel and perpendicular to building lines; avoid diagonal runs in ducts that would be over 12 feet in length. G. Install ducts close to walls, overhead construction, columns, and other structural and permanent enclosure elements of building. H. Install ducts with a clearance of 2 inch on each side, plus allowance for insulation thickness. I. Coordinate layout with suspended ceiling, fire- and smoke-control dampers, lighting layouts, and similar finished work. TP-213 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 333 of 630 J. Seal joints and seams. Apply sealant to male end connectors before insertion, and afterward to cover entire joint and sheet metal screws. K. Non-Fire-Rated Partition Penetrations: Where ducts pass through interior partitions and exterior walls and are exposed to view, conceal spaces between construction openings and ducts or duct insulation with sheet metal flanges of same metal thickness as ducts. Overlap openings on 4 sides by at least 11/2 inches. L. Fire-Rated Partition Penetrations: Where ducts pass through interior partitions and exterior walls, install appropriately rated fire dampers or combination fire/smoke dampers, sleeves, and firestopping sealant. Fire and smoke dampers are specified in Division 23 Section "Air Duct Accessories". M. Install ducts with hangers and braces designed to withstand,without damage to equipment, seismic force required by California building codes. N. Protect duct interiors from the elements and foreign materials until building is enclosed. Follow SMACNA's "Duct Cleanliness for New Construction." O. Prohibited: Painting interiors of metal ducts. P. Protect duct openings from damage and prevent entrance of foreign materials. Q. Sealants shall not take the place of welding of metal ducts, where required. 3.03 SEAM AND JOINT SEALING A. Seal duct seams and transverse and longitudinal joints regardless of pressure classification. B. Seal ducts before external insulation is applied. C. Provide airtight seal on seams around fan and coil housings with clear caulking compound. D. Do not use permanent sealants on duct mounted equipment. Sealant at equipment, or other in-duct maintenance component, shall be sealed with a code approved sealant that may be easily removed and replaced upon repair and replacement of the device connected to the ductwork. 3.04 HANGING AND SUPPORTING A. Attachment method, hanger device selection, loads, and spacing shall be coordinated and approved with the structural engineer. B. Support horizontal ducts within 24 inches of each elbow and within 48 inches of each branch intersection. C. Support vertical ducts at maximum intervals of 16 feet and at each floor. D. Install upper attachments to structures with an allowable load not exceeding one-fourth of failure (proof-test) load. Wire and friction clamps are prohibited. E. Install drilled in concrete anchors after concrete is placed and completely cured. TP-214 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 334 of 630 F. Powder-Actuated Fasteners are prohibited. G. Wet, or High Moisture Areas: Provide stainless steel supports,brackets, and mounting hardware for spaces that have wet process,wash-down,or high humidity. H. Outdoor Applications: Support assemblies shall be of stainless steel material, or hot-dip galvanized carbon steel": 1. Fasteners: Mounting hardware such as bolts,nuts,washers, straps,brackets, fastening hardware etc., shall be stainless steel. 2. Supports: Carbon steel support assemblies, including metal fabrications for use outdoors shall comply with each paragraph listed below: a. Assemblies must be shop-fabricated and pre-assembled for one-piece hot-dip galvanized coating process. b. Touch-up and repair per manufacturer's recommendations after field installation. I. Ducts and equipment shall be supported high enough above roofmg surfaces to allow roofmg access for maintenance and repair.Install ducts and equipment at a minimum height as shown in Table 4-1 of SMACNA Architectural Sheet Metal Manual—5th Edition. J. Roof-mounted duct and equipment supports: Unless otherwise shown,use round column supports to tie-in to structure with lead jacks, lead flashing, and lead umbrellas with stainless steel draw band per Figure 4-17A, or Figure 4-17B, of SMACNA architectural Sheet Metal Manual—6th Edition. Coordinate flashing,waterproofing, and structural connection methods with other disciplines. 3.05 CONNECTIONS A. Make connections to equipment with flexible connectors according to Division 23 Section "Air Duct Accessories" unless equipment is internally isolated. B. Comply with SMACNA's "HVAC Duct Construction Standards--Metal and Flexible" for branch, outlet and inlet,and terminal unit connections. C. Make connections to grilles,registers or diffusers the same size as the flange outer perimeter or neck size of the grille,register, or diffuser. 3.06 FIELD QUALITY CONTROL A. Perform the following field tests and inspections according to SMACNA's "HVAC Air Duct Leakage Test Manual" and prepare test reports: 1. Disassemble,reassemble, and seal segments of systems to accommodate leakage testing and for compliance with test requirements. 2. Conduct tests at static pressures equal to maximum design pressure of system or section being tested. If pressure classes are not indicated,test entire system at maximum system design pressure. Do not pressurize systems above maximum design operating pressure. Give seven days' advance notice for testing. 3. Maximum Allowable Leakage: Comply with requirements for Leakage Class 3 for round and flat-oval ducts,Leakage Class 12 for rectangular ducts in pressure TP-215 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 335 of 630 classes lower than and equal to 2 inches w.g. (both positive and negative pressures), and Leakage Class 6 for pressure classes from 2-to 10 inches w.g. 4. Remake leaking joints and retest until leakage is equal to or less than maximum allowable. B. Supply,return and exhaust ducts shall be sealed to minimize leakage. Ducts in concealed spaces such as chases or shafts and above wallboard ceilings shall be pressure-tested prior to concealment. Seams and joints of ducts shall be sealed with mastic or mastic plus tape or gasketing as appropriate to limit the air leakage. C. Materials such as duct, stiffeners, gaskets, bolting, etc., intended as part of the fmal installation,which are damaged during testing shall be replaced. D. Ductwork may be tested in sections. The section of the ductwork to be tested shall be prepared by blanking off duct outlets, etc. E. Dampers in the tested ductwork shall be left in the open position. Testing shall be satisfactorily completed before insulation or enclosure of the ductwork and before terminal units are installed. F. Ductwork downstream of terminal units and air valves need not be leak tested. 3.07 CLEANING NEW SYSTEMS A. If the ductwork system is maintained in a clean state during the installation the following is not required. If the ductwork system becomes dirty during installation the following shall be complied with: B. Mark position of dampers and air-directional mechanical devices before cleaning, and perform cleaning before air balancing. C. Use service openings, as required, for physical and mechanical entry and for inspection. 1. Create other openings to comply with duct standards. 2. Disconnect flexible ducts as needed for cleaning and inspection. 3. Remove and reinstall ceiling sections to gain access during the cleaning process. D. Vent vacuuming system to the outside. Include filtration to contain debris removed from HVAC systems, and locate exhaust down wind and away from air intakes and other points of entry into building. E. Clean the following metal duct systems by removing surface contaminants and deposits: 1. Air outlets and inlets (registers, grilles, and diffusers). 2. Supply, return, and exhaust fans including fan housings, plenums (except ceiling supply and return plenums), scrolls, blades or vanes, shafts,baffles, dampers, and drive assemblies. 3. Air-handling unit internal surfaces and components including mixing box, coil section, air wash systems, spray eliminators, condensate drain pans, humidifiers and dehumidifiers, filters and filter sections, and condensate collectors and drains. 4. Coils and related components. 5. Return-air ducts, dampers, and actuators except in ceiling plenums and mechanical equipment rooms. TP-216 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 336 of 630 6. Supply-air ducts, dampers, actuators, and turning vanes. F. Mechanical Cleaning Methodology: 1. Clean metal duct systems using mechanical cleaning methods that extract contaminants from within duct systems and remove contaminants from building. 2. Use vacuum-collection devices that are operated continuously during cleaning. Connect vacuum device to downstream end of duct sections so areas being cleaned are under negative pressure. 3. Use mechanical agitation to dislodge debris adhered to interior duct surfaces without damaging integrity of metal ducts, duct liner, or duct accessories. 4. Clean fibrous-glass duct liner with HEPA vacuuming equipment; do not permit duct liner to get wet. 5. Clean coils and coil drain pans according to NADCA 1992. Keep drain pan operational. Rinse coils with clean water to remove latent residues and cleaning materials; comb and straighten fins. G. Cleanliness Verification: 1. Visually inspect metal ducts for contaminants. 2. Where contaminants are discovered,re-clean and reinspect ducts. END OF SECTION SECTION 23 3300 AIR DUCT ACCESSORIES PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following: 1. Manual volume dampers. 2. Turning vanes (prohibited) 3. Duct-mounting access doors. 4. Flexible connectors. 5. Drawband connectors. 6. Flexible ducts. 7. Duct accessory hardware. 1.02 SUBMITTALS A. Product Data: For the duct accessories to be used on this project. B. Shop Drawings: Detail equipment assemblies and indicate dimensions,weights, loads, required clearances,method of field assembly, components, and location and size of each field connection. TP-217 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 337 of 630 1. Manual-volume damper installations. 2. Motorized-control damper installations. 3. Fire-damper, smoke-damper, and combination fire and smoke-damper installations, including sleeves and duct-mounting access doors. 4. Wiring Diagrams: Power, signal, and control wiring. C. Submittal shall include published leakage,pressure drop and maximum pressure data for a full range of damper sizes based on AMCA Standard 500 testing. Data from one size sample test is prohibited. D. Submittal: 1. Product data: Documentation indicating that units comply with ASHRAE 62.1. 1.03 QUALITY ASSURANCE A. Comply with NFPA 90A, "Installation of Air Conditioning and Ventilating Systems," and with NFPA 90B, "Installation of Warm Air Heating and Air Conditioning Systems." B. Comply with AMCA 500-D testing for damper rating. C. Flexible ducts shall be listed by Underwriters Laboratories, Inc., complying with UL 181. PART 2-PRODUCTS 2.01 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists,the following requirements apply to product selection: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2.02 SHEET METAL MATERIALS A. Comply with SMACNA's "HVAC Duct Construction Standards--Metal and Flexible" for acceptable materials, material thicknesses, and duct construction methods, unless otherwise indicated. B. Galvanized Sheet Steel: Lock-forming quality; complying with ASTM A 653/A 653M and having G90 coating designation; exposed ducts shall have mill-phosphatized finish for paint adhesion. C. Reinforcement Shapes and Plates: Galvanized-steel reinforcement where installed on galvanized sheet metal ducts; compatible materials for stainless steel ducts. D. Tie Rods are prohibited. TP-218 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 338 of 630 2.03 MANUAL VOLUME DAMPERS A. Standard, Steel, Rectangular Manual Volume Balancing Dampers: 1. Manufacturers: a. Air Balance Inc. b. American Warming and Ventilating c. McGill AirFlow LLC. d. Nailor Industries Inc. e. Pottorff f. Ruskin Company. g. Or equal. 2. Standard leakage rating. 3. Suitable for horizontal or vertical applications. 4. Frames: a. Frame: Hat-shaped, 0.094 inch thick, galvanized sheet steel or 0.05 inch thick stainless steel. b. Welded corners c. Flanges for attaching to walls, flangeless frame for installing inside ducts, and flanged frames for installing in ducts 5. Blades: a. Multiple or single blade. b. Parallel-or opposed-blade design. c. Stiffen damper blades for stability. d. Galvanized or Stainless-steel, 0.064 inch thick. e. Blade Axles: Galvanized steel or Stainless steel. 6. Bearings: a. Oil-impregnated bronze, oil-impregnated stainless-steel sleeve, or ball bearing as specified for the project conditions b. Dampers in ducts with pressure classes of 3 inches water gauge or greater shall have full-length axles. That is,the damper shafts shall be solid and pass completely through from one side to the other without any form of coupling. Both ends shall be supported by bearings. c. Tie Bars and Brackets: Galvanized steel. 7. Jackshaft(jackshafts are rarely used on manual volume dampers consult with Mechanical Engineer of Record): a. Size: 1 inch diameter or larger b. Material: Galvanized-steel pipe rotating within pipe-bearing assembly mounted on supports at each mullion and at each end of multiple-damper assemblies. TP-219 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 339 of 630 c. Length and Number of Mountings: As required to connect linkage of each damper in multiple-damper assembly. 8. Damper Hardware: a. Include center hole to suit damper operating-rod size. b. Include elevated platform for insulated duct mounting. B. Standard, Steel, Round Manual Volume Balancing Dampers 1. Manufacturers a. Air Balance Inc. b. American Warming and Ventilating c. McGill AirFlow LLC. d. Nailor Industries Inc. e. Pottorff f. Ruskin Company. g. Or equal. 2. Standard leakage rating. 3. Suitable for installation at any angle 4. Blades a. Single blade or multi-blade b. Stiffen damper blades for stability. c. Galvanized or Stainless-steel, 0.064 inch thick. d. Blade Axles: Galvanized steel or Stainless steel. 5. Bearings: a. Oil-impregnated bronze, oil-impregnated stainless-steel sleeve, or ball bearing as specified for the project conditions b. Dampers in ducts with pressure classes of 3 inches water gauge or greater shall have full-length axles. That is, the damper shafts shall be solid and pass completely through from one side to the other without any form of coupling. Both ends shall be supported by bearings. c. Tie Bars and Brackets: Galvanized steel. 6. Damper Hardware: a. Include center hole to suit damper operating-rod size. b. Include elevated platform for insulated duct mounting. c. Provide locking quadrant or remote actuator by Young Regulator 2.04 TURNING VANES A. Turning vanes are prohibited. Provide short radius elbows with splitter vanes per SMACNA or long radius elbows. TP-220 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 340 of 630 2.05 DUCT-MOUNTING ACCESS DOORS A. General Description: Fabricate doors airtight and suitable for duct pressure class. Include vision panel where indicated. B. Access Door: Double wall, duct mounting,for round or rectangular ducts; fabricated of galvanized sheet metal, or stainless steel, closed cell neoprene gasket, closure knobs with zinc plated springs and bolts. Provide accessory safety chain. 1. Manufacturers: a. Ductmate Industries,Inc. b. Greenheck Fan Corporation. c. Pottorff; a division of PCI Industries,Inc. d. Ruskin Company. e. Or equal. 2. Frame: None. Sandwich type configuration with outer door galvanized sheet steel,notched frame 3. Hinge: None 4. Gasket location: shall be interchangeable for positive and negative pressure applications, in accordance with manufacturer's guidelines. 5. Pressure Rating: Ultra low leakage for positive or negative 8 inches water gauge C. Pressure Relief Access Door: Double wall and duct mounting; fabricated of galvanized sheet metal, or stainless steel,with insulation fill and thickness as indicated for duct pressure class. Include vision panel where indicated, latches, and retaining chain. 1. Manufacturers: Subject to compliance with requirements,provide products by one of the following: a. American Warming and Ventilating b. Ductmate Industries,Inc. c. Greenheck Fan Corporation. d. McGill AirFlow LLC. e. Ruskin Company. f. Or equal. 2. Frame: Galvanized sheet steel,with bend-over tabs and neoprene gaskets. 3. Provide negative pressure and positive pressure relief doors design to open automatically to prevent exploding or imploding ductwork in the event dampers close or some other event may occur while the fan is still operating. The door shall automatically close and reset when the pressure is equalized or the system shuts down. Ruskin models PRD18,NRD18 or ADHP-3. Provide insulated doors in supply air systems, stainless steel construction for hazardous air exhaust systems and construction shall be appropriate for the pressure class. 4. Seal around frame attachment to duct and door to frame with neoprene rubber. 5. Insulation: 1 inch thick, fibrous-glass or polystyrene-foam board. TP-221 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 341 of 630 2.06 FLEXIBLE CONNECTORS A. Manufacturers: 1. Duro Dyne Inc. 2. Ventfabrics,Inc. 3. Ward Industries,Inc. 4. Or equal. B. General Description: Flame-retardant or noncombustible fabrics, coatings, and adhesives complying with UL 181, Class 1. C. Metal-Edged Connectors: Factory fabricated with a fabric strip 53/4 inches wide attached to two strips of 2% inches wide, 0.028 inch thick, galvanized sheet steel. D. Indoor System,Flexible Connector Fabric: Glass fabric double coated with neoprene. 1. Minimum Weight: 22 ounces per square yard. 2. Tensile Strength: 475 lbf/inch in the warp and 360 lbf/inch in the filling. 3. Service Temperature: Zero to plus 200 °F E. Outdoor System, Flexible Connector Fabric: Glass fabric insulated double coated with weatherproof,Hypalon synthetic rubber resistant to UV rays and ozone. 1. Minimum Weight: 23 ounces per square yard 2. Insulation: Fiberglass. 3. Tensile Strength: 2501bf/inch in the warp and 275 lbf/inch in the filling. 4. Service Temperature: Zero to plus 240 °F 2.07 DRAWBAND CONNECTORS A. Manufacturers: 1. Ductmate 2. Phoenix Controls Corp. 3. Or equal. B. General Description: Formed galvanized steel cylindrical sleeve with internal gasket and external drawband bolts. Flame-retardant or noncombustible gaskets and adhesives complying with UL 181, Class 1. 1. Pressure Rating: 10 inches water gauge positive and 5 inches water gauge negative. 2. Maximum Air Velocity: 4000 fpm. 3. Temperature Range: Minus 20 to plus 200 °F 4. Fume Hood or Corrosive Application: Chemically resistant gasket material. Galvanized metal shall not contact airstream. TP-222 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 342 of 630 2.08 FLEXIBLE DUCTS A. Manufacturers: 1. ANCO Products,Inc. 2. ATCO Rubber Products, Inc. 3. Buckley Associates,Inc. 4. CASCO; Cal-Flex 5. Flexmaster U.S.A.,Inc. 6. Quietflex Manufacturing Co. 7. Or equal. B. Noninsulated,Non-Metallic Flexible Duct: UL 181, Class 1,black polymer reinforced sheeting or coated fiberglass cloth fabric supported by helically wound, spring-steel wire. 1. Pressure Rating: 4 inches water gauge positive and 0.5 inch water gauge negative. 2. Maximum Air Velocity: 4000 fpm. 3. Temperature Range: Minus 20 to plus 175 °F C. Noninsulated,Non-Metallic Flexible Duct: UL 181, Class 0, interlocking spiral of aluminum foil, or coated heavy fiberglass cloth fabric. 1. Pressure Rating: 8 inches water gauge positive and 5 inches water gauge negative. 2. Maximum Air Velocity: 5000 fpm. 3. Temperature Range: Minus 100 to plus 435 °F D. Insulated,Non-Metallic Flexible Duct: UL 181, Class 1, black polymer film or coated fiberglass cloth fabric supported by helically wound, spring-steel wire; fibrous-glass insulation; polyethylene fire retardant vapor-barrier film. 1. Pressure Rating: 4 inches water gauge positive and 0.5 inch water gauge negative. 2. Maximum Air Velocity: 4000 fpm. 3. Minimum Installed R-Value: R4.2 4. Temperature Range: Minus 20 to plus 175 °F E. Insulated,Non-Metallic Flexible Duct: UL 181, Class 0, interlocking spiral of aluminum foil or coated fiberglass cloth fabric; fibrous-glass insulation; polyethylene fire retardant vapor-barrier film. 1. Pressure Rating: 8 inches water gauge positive and 5 inches water gauge negative. 2. Maximum Air Velocity: 5000 fpm. 3. Minimum Installed R-Value: R4.2 4. Temperature Range: Minus 20 to plus 250 °F F. Flexible Duct Connectors: TP-223 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 343 of 630 1. Clamps: Stainless-steel band clamps with stainless hex screw to tighten band with a worm-gear action in sizes 3 through 18 inches,to suit duct size. 2. Sheet Metal Screws: For flexible duct connectors with metal collars, use minimum three sheet metal screws and duct sealer. 2.09 DUCT ACCESSORY HARDWARE A. Instrument Test Ports or Holes: Cast aluminum, cast zinc, or zinc-plated cast iron to suit duct material, including screw cap and rubber gasket. Size to allow insertion of Pitot tube and other testing instruments and of length to suit duct insulation thickness. Basis of design is VentLok 699, or VentLok 699-2 (where there is 2 inches of external insulation), or equal. B. Adhesives: High strength, quick setting, waterproof, antimicrobial agent, and resistant to gasoline and grease, complying with UL 181 and approved for use inside of ducts. C. Remote Damper Actuators: Manually operated Bowden Cable Design Model 270 series by Young Regulator or equal. PART 3 -EXECUTION 3.01 APPLICATION AND INSTALLATION A. Install duct accessories according to applicable details in SMACNA's "HVAC Duct Construction Standards--Metal and Flexible" for metal ducts. B. Provide duct accessories and components of materials suited to duct materials; use galvanized-steel accessories in galvanized-steel ducts, and stainless-steel accessories in stainless-steel ducts. C. Provide manual volume dampers at points on supply, return, and exhaust systems where branches lead from larger ducts as required for air balancing. Provide balancing volume dampers at duct takeoff serving ceiling diffusers and registers. Install at a minimum of two duct widths from branch takeoff. Provide 12" long neon color flags hanging from damper handle for locating dampers. Flags shall remain after balancing unless ductwork is exposed. D. Provide instrument test holes in ductwork at fan inlets and outlets and elsewhere as required by Testing,Adjusting and Balancing contractor for testing and balancing purposes. Factory install instrument test holes for air handling units. E. Install duct access doors to allow for inspecting, adjusting, and maintaining accessories and terminal units as follows: 1. Upstream side of duct coils. 2. Downstream from volume dampers, and equipment. 3. To interior of ducts for cleaning; at base of risers or bottom of multi-story drops. 4. On sides of ducts where adequate clearance is available. 5. For access to backdraft dampers adjustable device and to visual see position of dampers. TP-224 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 344 of 630 6. Control devices requiring inspection. 7. Elsewhere as indicated. F. Install access doors to maintain seal when under duct static pressure. G. Install the following sizes for rectangular duct-mounting, rectangular access doors: 1. 8 by 5 inches for 6-inch duct size and smaller. 2. 12 by 6 inches for 8-inch to 10-inch duct sizes. 3. 12 by 8 inches for 11 to 13-inch duct sizes. 4. 12 by 12 inches for 14-inch to 24-inch duct sizes by maximum of 18 inches wide. 5. 20 by 12 inches for 14-inch to 24-inch duct sizes by 19 inches and wider. 6. 24 by 24 inches for larger duct sizes than listed above. H. Install the following sizes for round duct-mounting,round access doors: 1. 8 inches in diameter for up to 12-inch diameter duct size. 2. 12 inches in diameter for 13-inch to 19 inch duct sizes. 3. 18 inches in diameter for 20-inch to 25 inch duct sizes. 4. 24 inches in diameter for larger duct sizes than listed above. I. Label access doors according to Division 23 Section "Identification for HVAC." J. Install flexible connectors immediately adjacent to equipment in ducts associated with fans and motorized equipment supported by vibration isolators. Units with internal fan isolation are prohibited to have a flexible connector. K. For fans developing static pressures of 5 inches water gauge and higher, cover flexible connectors with loaded vinyl sheet held in place with metal straps. L. For air systems with fire or smoke dampers in the mains provide pressure relief dampers when fan static exceeds pressure class of ductwork. M. Connect terminal units to hard metal supply ducts directly. N. Connect diffusers,registers and grilles with lengths of flexible duct clamped or strapped in place without kinks and not exceeding an angular layout sum of 135 degrees. Do not use flexible ductwork above hard lid gypsum or similar inaccessible ceilings. Do not use flexible ducts to change directions more than 45 degrees, and with 90 degrees or less turn down from horizontal duct to diffuser, register or grille in ceiling. O. Connect flexible ducts to metal ducts with adhesive and band clamps. Flexible ducts with galvanized sheet metal collars shall be connected with duct sealant and sheet metal screws. 3.02 FIELD QUALITY CONTROL A. Tests and Inspections: 1. Operate dampers to verify full range of movement. TP-225 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 345 of 630 2. Inspect locations of access doors and verify that purpose of access door can be performed. B. Adjusting: 1. Adjust duct accessories for proper settings. 2. Final positioning of manual-volume dampers is specified in Division 23 Section "Testing,Adjusting, and Balancing for HVAC." END OF SECTION SECTION 23 3423 HVAC POWER VENTILATORS PART 1 - GENERAL 1.01 SUMMARY A. Section includes Up &Down-blast centrifugal roof ventilators. 1.02 PERFORMANCE REQUIREMENTS A. Project Altitude: Base air ratings on sea-level conditions. B. Operating Limits: Classify according to AMCA 99. 1.03 SUBMITTALS A. Product Data: Include rated capacities,furnished specialties, and accessories for each type of product indicated and include the following: 1. Certified fan performance curves with system operating conditions indicated. 2. Certified fan sound-power ratings. 3. Motor manufacturer,ratings and electrical characteristics, plus motor and electrical accessories. 4. Material gages and finishes, including color charts. 5. Dampers, including housings, linkages, and operators. B. Shop Drawings: Detail equipment assemblies and indicate dimensions,weights, loads, required clearances, method of field assembly, components, and location and size of each field connection. 1. Wiring Diagrams: Power, signal, and control wiring. Differentiate between manufacturer-installed and field-installed wiring. 2. Design Calculations: Calculate requirements for selecting vibration isolators and seismic restraints and for designing vibration isolation bases. TP-226 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 346 of 630 3. Vibration Isolation Base Details: Detail fabrication, including anchorages and attachments to structure and to supported equipment. Include auxiliary motor slides and rails, and base weights. 4. Selection calculations for belt driven fans for pulley and sheaves at the required safety factor. Selection shall maximize belt contact. 1.04 QUALITY ASSURANCE A. Electrical Components,Devices, and Accessories: Listed and labeled as defined in California Electric Code (CEC),Article 100, by a third party testing agency. B. Sound Performance: Fan sizing and selection shall include consideration of sound performance characteristics. Entire installation shall conform to project acoustic and vibration control requirements. C. AMCA Compliance: Products shall comply with performance requirements and shall be licensed to use the AMCA-Certified Ratings Seal. D. NEMA Compliance: Motors and electrical accessories shall comply with NEMA standards. E. UL Standard: Exhaust fans shall comply with UL 705. F. ABMA 9 and ABMA 11 Standards: Ball bearing and roller bearings shall comply with ABMA Standards. G. Solid fan shafts shall be furnished whenever possible. H. Exterior mounted units shall be constructed and fasten with hot dipped galvanized or stainless steel bolts, nuts and washers. I. [NFPA Compliance: Kitchen exhaust equipment shall comply with NFPA 96 requirements for cooking operations.] J. [UL Compliance: Fan shall meet UL 762 requirements for temperature of 375 degrees F. cleaning access door, and grease drainage. ] 1.05 DELIVERY, STORAGE,AND HANDLING A. Deliver fans as factory-assembled unit,to the extent allowable by shipping limitations, with protective crating and covering. B. Disassemble and reassemble units, as required for moving to final location, according to manufacturer's written instructions. C. Lift and support units with manufacturer's designated lifting or supporting points. 1.06 COORDINATION A. Coordinate size and location of structural-steel support members. TP-227 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 347 of 630 B. Coordinate size and location of concrete bases. Cast anchor-bolt inserts into bases. C. Coordinate installation of roof curbs, equipment supports, and roof penetrations. 1.07 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Belts: One set for each belt-driven unit. PART 2 -PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Centrifugal Roof Ventilators: a. Greenheck Fan Corp. b. Or equal. 2.02 CENTRIFUGAL ROOF VENTILATORS A. Description: Belt-driven or direct-driven centrifugal fans consisting of housing,wheel, fan shaft, bearings, motor and disconnect switch, drive assembly, curb base, and accessories. Direct drive fans shall be furnished when available in the selection parameter requirements. B. Housing: Removable, spun-aluminum, dome top and outlet baffle; square, one-piece, aluminum base with venturi inlet cone. Provide spun-aluminum discharge baffle to direct discharge air upward,with rain drain. • C. Fan Wheels: Aluminum hub and wheel with backward-inclined blades. D. Belt-Driven Drive Assembly: Resiliently mounted to housing, with the following features: 1. Fan Shaft: Turned, ground, and polished steel;keyed to wheel hub. 2. Shaft Bearings: Permanently lubricated, permanently sealed, self-aligning ball bearings. L-10 average life for minimum of 200,000 hours. 3. Pulleys: Cast-iron, fixed-pitch motor pulley. 4. Fan and motor isolated from exhaust airstream. E. Accessories: 1. Variable-Speed Controller: Solid-state control to reduce speed from 100 percent to less than 50 percent. TP-228 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 348 of 630 2. Disconnect Switch: Nonfusible type,with thermal-overload protection mounted inside fan housing, factory wired through an internal aluminum conduit. 3. Bird Screens: Removable, 1/2-inch mesh, aluminum or brass wire. 4. Dampers: Counterbalanced, parallel-blade, backdraft dampers mounted in curb base; factory set to close when fan stops unless fan runs continuously 24 hours per day. 5. Motorized Dampers: Parallel-blade dampers mounted in curb base with electric actuator;wired to close when fan stops. F. Roof Curbs, Self-Flashing: Galvanized steel; mitered and welded corners; 1-%2-inch- thick, rigid, fiberglass insulation adhered to inside walls; and neoprene rubber gasket. Size as required to suit roof opening and fan base. 1. Configuration: Built-in cant and mounting flange. 2. Overall Height: 16 inches. 3. Sound Curb: Curb with sound-absorbing insulation matrix, if required. 4. Pitch Mounting: Manufacture curb for roof slope. 5. Metal Liner: Galvanized steel. 6. Hinged Subbase: Galvanized steel hinged arrangement permitting service and maintenance. 7. Mounting Pedestal: Galvanized steel with removable access panel. 8. Vented Curb: Unlined with louvered vents in vertical sides. 2.03 MOTORS A. Enclosure Type: Totally enclosed, fan cooled. B. Motor shims shall be constructed from stainless steel. 2.04 SOURCE QUALITY CONTROL A. Sound-Power Level Ratings: Comply with AMCA 301, "Methods for Calculating Fan Sound Ratings from Laboratory Test Data." Factory test fans according to AMCA 300, "Reverberant Room Method for Sound Testing of Fans." Label fans with the AMCA-Certified Ratings Seal. B. Fan Performance Ratings: Establish flow rate, pressure, power, air density, speed of rotation, and efficiency by factory tests and ratings according to AMCA 210, "Laboratory Methods of Testing Fans for Rating." PART 3 -EXECUTION ___ 3.01 INSTALLATION A. Install exhaust fans level and plumb. B. Support units using restrained spring isolators having a minimum static deflection of2 inch. Vibration- and seismic-control devices are specified in Division 23 Section "Vibration and Seismic Controls for HVAC." TP-229 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 349 of 630 1. Secure vibration and seismic controls to concrete bases using anchor bolts cast in concrete base, or equipment platform. C. Secure roof-mounting fans with stainless steel hardware. D. Support suspended units from structure using threaded steel rods and spring hangers. Vibration-control devices are specified in Division 23 Section "Vibration and Seismic Controls for HVAC." 1. Provide for fans over 40 pounds, seismic restrain support units. E. Install units with clearances for service and maintenance. F. Label units according to requirements specified in Division 23 Section "Identification for HVAC." G. Fans must be fully accessible for service and routine maintenance. Fan motors and drives shall not be located within hazardous or contaminated exhaust air streams. Fan bearings shall be serviceable outside of hazardous or contaminated exhaust air streams H. When fan discharge is vertical and open to the weather, a drain half-coupling shall be provided on the bottom of the fan housing. A trapped drain line shall be run to the nearest drain. Location of discharge shall avoid blowing hazardous fumes into the building or on the roof were maintenance staff could be affected due to the pressurized housing. 3.02 CONNECTIONS A. Duct installation and connection requirements are specified in other Division 23 Sections. Drawings indicate general arrangement of ducts and duct accessories. Make final duct connections with flexible connectors. Flexible connectors are specified in Division 23 Section "Air Duct Accessories." B. Install ducts adjacent to exhaust fans to allow service and maintenance. C. Ground equipment. D. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A. 3.03 FIELD QUALITY CONTROL A. Equipment Startup Checks: 1. Verify that shipping,blocking, and bracing are removed. 2. Verify that unit is secure on mountings and supporting devices and that connection to ducts and electrical components are complete. Verify that proper thermal-overload protection is installed in motors, starters, and disconnect switches. TP-230 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 350 of 630 3. Verify that cleaning and adjusting are complete. 4. Disconnect fan drive from motor, verify proper motor rotation direction, and verify fan wheel free rotation and smooth bearing operation. Reconnect fan drive system, align and adjust belts, and install belt guards. 5. Verify lubrication for bearings and other moving parts. 6. Verify that manual and automatic volume control and fire and smoke dampers in connected ductwork systems are in fully open position. 7. Disable automatic temperature-control operators. B. Starting Procedures: 1. Energize motor and adjust fan to indicated rpm. 2. Measure and record motor voltage and amperage. C. Operational Test: After electrical circuitry has been energized, start units to confirm proper motor rotation and unit operation. Remove malfunctioning units, replace with new units, and retest. D. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. E. Fans shall be statically and dynamically balanced to balance grade G6.3 per ANSI S2.19. The wheel cone and fan inlet cone shall be carefully matched and shall have precise running tolerances for maximum performance and operating efficiency. F. Shut unit down and reconnect automatic temperature-control operators. G. Refer to Division 23 Section "Testing,Adjusting, and Balancing for HVAC" for testing, adjusting, and balancing procedures. H. Replace fan and motor pulleys as required to achieve design airflow. I. Repair or replace malfunctioning units. Retest as specified above after repairs or replacements are made. 3.04 ADJUSTING A. Adjust damper linkages for proper damper operation. B. Adjust belt tension. C. Lubricate bearings. 3.05 CLEANING A. On completion of installation, internally clean fans according to manufacturer's written instructions. Remove foreign material and construction debris. Vacuum fan wheel and cabinet. TP-231 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 351 of 630 B. After completing system installation, including outlet fitting and devices, inspect exposed finish. Remove burrs, dirt, and construction debris and repair damaged finishes. 3.06 DEMONSTRATION A. Engage a factory-authorized service representative to train the maintenance personnel to adjust, operate, and maintain exhaust fans. 1. Train the maintenance personnel on procedures and schedules for starting and stopping,troubleshooting, servicing, and maintaining equipment and schedules. END OF SECTION SECTION 23 3713 DIFFUSERS,REGISTERS,AND GRILLES PART 1 - GENERAL 1.01 SUMMARY A. Section includes ceiling-and wall-mounted diffusers,registers, and grilles. 1.02 SUBMITTALS A. Product Data: For each product indicated, include the following: 1. Data Sheet: Indicate materials of construction, finish, and mounting details; and performance data including throw and drop, static-pressure drop, and noise ratings. 2. Diffuser,Register, and Grille Schedule: Indicate Drawing designation, room location, quantity,model number, size, and accessories furnished. B. Coordination Drawings: Reflected ceiling plans, drawn to scale, on which the following items are shown and coordinated with each other, based on input from installers of the items involved: 1. Ceiling suspension assembly members. 2. Method of attaching hangers to building structure. 3. Size and location of initial access modules for acoustical tile. 4. Ceiling-mounted items including lighting fixtures, diffusers, grilles, speakers, sprinklers, access panels, and special moldings. 5. Duct access panels. C. Samples for Verification: For diffusers,registers, and grilles to be provided in other than baked white enamel the Architect may request a sample in the manufacturer's standard sizes to select and verify alternate color. PART 2-PRODUCTS TP-232 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 352 of 630 2.01 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists,the following requirements apply to product selection: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following. a. Titus b. Or equal. 2.02 SUPPLY AIR OUTLETS A. Louver Face Diffuser-CD: 1. Titus model MCD. 2. Material: Steel. 3. Finish: Baked enamel,white. 4. Panel Size: 24"x 24". 5. Mounting: Lay-in T-bar. 6. Pattern: modular core, field adjustable. 7. Dampers: None. 8. Accessories: Square to round neck adaptor, if needed. 9. Adjust modules in field to provide air pattern required. 10. For hard ceilings,provide surface mount beveled drop face border type 6. Panel size not required. B. Ceiling Diffuser-optional type to CD specified above: 1. Titus model OMNI. 2. Material: Steel. 3. Finish: Baked enamel,white. 4. Panel Size: 24"x 24". 5. Mounting: Lay-in T-bar. 6. Pattern: horizontal air with directional blow clip. 7. Dampers: None. 8. Accessories: Direction blow clips.. 9. Provide blow clips in field to provide air pattern required. 10. For hard ceilings, provide surface mount full face border type 1. Panel size not required. C. Duct Mounted Supply Register/Grille: 1. Titus model S300FS. 2. Material: Aluminum. 3. Finish: Match Ductwork. 4. Face Blade Arrangement: Adjustable horizontal or vertical to suit installation and air flow with blades spaced at 3/4 inch apart unless otherwise required. 5. Rear Blade Arrangement: alternate of face blade with same blade spacing. . 6. Frame: 5/16 inches wide. 7. Mounting: Duct, screw mount. TP-233 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 353 of 630 8. Damper Type: Air Scoop Device (optional). 9. Accessories: None. 2.03 RETURN,TRANSFER AND EXHAUST AIR INLETS A. Perforated Face Ceiling Grille - CR: 1. Titus model PAR. 2. Material: Steel. 3. Finish: Baked enamel, white. 4. Face Arrangement: Perforated core. 5. Panel Size: 24"x 24". 6. Mounting: Lay-in T-bar. 7. Damper: None. 8. Accessories: Square to round neck adaptor, if needed. 9. For hard ceilings,provide surface mounting face border type 1. Panel size not required. B. Fixed Face Wall Grille or Register 1. Titus model 350RL. 2. Material: Steel, or Stainless steel. 3. Finish: Baked enamel,white. Or Stainless steel, mill. 4. Face Blade Arrangement: Fixed horizontal or vertical to suit installation at 3/4 inch apart at 35° angle. 5. Rear Blade Arrangement: alternate of face blade with same blade spacing. . 6. Frame: 1-1/4 inches wide. 7. Mounting: Wall with concealed screws. 8. Damper Type: none. 2.04 SOURCE QUALITY CONTROL A. Verification of Performance: Rate diffusers, registers, and grilles according to ASHRAE 70, "Method of Testing for Rating the Performance of Air Outlets and Inlets." PART 3 -EXECUTION 3.01 EXAMINATION A. Examine areas where diffusers, registers, and grilles are to be installed for compliance with requirements for installation tolerances and other conditions affecting performance of equipment. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION A. Install diffusers, registers, and grilles level and plumb. B. Ceiling-Mounted Outlets and Inlets: Drawings indicate general arrangement of ducts, fittings, and accessories. Air outlet and inlet locations have been indicated to achieve design requirements for air volume, noise criteria, airflow pattern,throw, and pressure TP-234 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 354 of 630 drop. Make final locations where indicated, as much as practicable. For units installed in lay-in ceiling panels, units shall be furnished with metal panel. Where architectural features or other items conflict with installation,notify the Architect for a determination of final location. C. Install diffusers, registers, and grilles with airtight connections to ducts and to allow service and maintenance of dampers, air extractors, and fire dampers. D. Provide stainless steel exhaust grilles in showers, dark rooms, sterilizer area, glass wash areas, and other moisture areas. E. Provide outlets with gaskets and install so that there will be no streaking of the walls or ceilings due to leakage. F. Furnish diffusers,registers, and grilles with an electrostatically applied finish including heads of screw or concealed screws. G. Grilles and diffusers shall match qualities, including appearance, throw,noise level, adjustability, etc. H. Locations of diffusers,registers and grilles shall be coordinated as not to interfere with light fixtures and sprinkler heads and also be located in accordance with the following: 1. Supply and return grilles shall create efficient cross ventilation in the room. 2. Exhaust grilles in restrooms shall be located sources of odor. 3. Transfer air inlets in restrooms shall be located as farthest from exhaust grille. 4. Airflow within the room shall minimize the effects of door operation. 5. Return grilles shall be located near windows to offset heat gain/loss. I. Dampers in ceiling diffusers are a source of noise and shall not be provided. Provide volume damper upstream to balance airflow. Provide remote damper actuators where diffusers are installed in hard-lids or other areas where accessing damper may be difficult. J. Grilles, registers and diffusers shall be selected to perform without distracting noise. Throw, drop, and NC values shall be analyzed during design layout. K. Painting inside of ducts behind grilles is prohibited to avoid any IAQ issues. 3.03 ADJUSTING A. After installation, adjust diffusers,registers, and grilles to air patterns indicated, or as directed, before starting air balancing. END OF SECTION SECTION 23 7413 ROOFTOP AIR CONDITIONERS TP-235 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 355 of 630 PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following rooftop air conditioners: 1. Cooling and heating units larger than 20 tons. B. Related Sections include the following: 1. Division 23 Section"Mechanical Vibration and Seismic Controls for HVAC", for fan systems, and roof curb system. 1.02 SUBMITTALS A. Product Data: Include manufacturer's technical data for each model indicated, including rated capacities, dimensions, required clearances, characteristics, furnished specialties, and accessories. 1. Product data: shall indicate dimensions,weights, capacities, ratings, fan performance,motor electrical characteristics and efficiency, gages and finishes of materials. 2. Shop drawings shall include assembly, unit dimensions,weight loading, required clearances, construction details, field connection details, and electrical characteristics and connection requirements, location of access doors, size of access doors, service light locations, arrangement of unit sections, duct size and connection location. 3. Provide manufacturer's typical performance rating table or chart for each fan. 4. Provide fan curves clearly plotted and operating point showing cubic feet per minute, static pressure, efficiency, and horsepower. B. Shop Drawings: Detail equipment assemblies and indicate dimensions,weights, loads, required clearances, method of field assembly, components, and location and size of each field connection. Prepare the following by or under the supervision of a qualified professional engineer: 1. Design Calculations: Calculate requirements for selecting vibration isolators and seismic restraints and for designing vibration isolation bases. 2. Detail mounting, securing, and flashing of roof curb to roof structure. Indicate coordinating requirements with roof membrane system. 3. Wiring Diagrams: Power, signal, and control wiring. C. Manufacturer Seismic Qualification Certification: Submit certification that rooftop air conditioners, accessories, and components will withstand seismic forces defined in Division 23 Section "Mechanical Vibration and Seismic Controls for HVAC." Include the following: 1. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation. TP-236 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 356 of 630 a. The term "withstand" means "the unit will remain in place without separation of any parts from the device when subjected to the seismic forces specified." 2. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate and describe mounting and anchorage provisions. 3. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements. D. Field quality-control test reports. E. Operation and Maintenance Data: For rooftop air conditioners to include in emergency, operation, and maintenance manuals. F. Warranties: Special warranties specified in this Section. 1.03 QUALITY ASSURANCE A. Product Options: Drawings indicate size, profiles, and dimensional requirements of rooftop air conditioners and are based on the specific system indicated. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC,Article 100, and marked for intended use. C. Energy-Efficiency Ratio and Coefficient of Performance: Equal to or greater than prescribed by ASHRAE 90.1, "Energy Efficient Design of New Buildings except Low-Rise Residential Buildings." D. Comply with NFPA 54 for gas-fired furnace section. E. Control Dampers: Leakage and pressure drop data shall conform to AMCA 511 testing. 1.04 COORDINATION A. Coordinate size, location, and installation of rooftop air-conditioner manufacturer's roof curbs and equipment supports with roof installer, and structural steel contractor. 1.05 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to replace components of rooftop air conditioners that fails in materials or workmanship within specified warranty period. PART 2-PRODUCTS 2.01 ROOFTOP AIR CONDITIONERS LARGER THAN 20 TONS A. Manufacturers: 1. Carrier 2. Lennox TP-237 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 357 of 630 3. Or equal. A. General: Factory-assembled, single-piece heating and cooling unit. Contained within the unit enclosure shall be all factory wiring, piping, refrigerant charge (R-410A), operating oil charge, dual refrigerant circuits, mi-croprocessor based control system and associated hardware, and all special features required prior to field start-up. B. Unit Cabinet: 1. Constructed of galvanized steel,bonderized and precoated with a baked enamel finish. a. Top cover shall be 18-gage sheet metal with 0.75-in. thick, 1.5-lb density, fiberglass insulation. b. Access panels and doors shall be 20-gage sheet metal with 0.5-in.thick, 1.5-lb density, fiberglass insulation. c. Corner and center posts shall be 16-gage galvanized steel. d. Basepans in the heating and return air sections shall be 16-gage galvanized steel. e. Basepans in the condenser section shall be 16-gage galvanized steel. f. Compressor rail shall be 12-gage galvanized steel. g. Condensate pan shall be 16-gage aluminized steel. h. Air baffles shall be 18-gage galvanized steel with 0.5-in.thick, 1.5-lb density, fiberglass insulation. i. Base rail shall be 14-gage galvanized steel. j. Fan deck(indoor and outdoor section) shall be 16-gage galvanized steel. 2. Unit casing shall be capable of withstanding 500-hour salt spray exposure per ASTM (American Society for Testing and Materials)B117 (scribed specimen). 3. Sides shall have person-sized insulated hinged access doors for easy access to the control box and other areas requiring servicing. Each door shall seal against a rubber gasket to help prevent air and water leakage and be equipped to permit ease and safety during servicing. 4. Interior cabinet surfaces shall be sheet metal lined or insulated with flexible fire-retardant material, coated on the air side. 5. Unit shall have a factory-installed sloped condensate drain connection made from an aluminized steel or optional stainless steel. 6. Equipped with lifting lugs to facilitate overhead rigging. 7. Filters shall be accessible through a hinged access panel without requiring any special 1 tools. C. Fans: 1. Indoor Evaporator Fans: a. Double-width/double-inlet, centrifugal, belt driven, forward-curved type with single outlet discharge. TP-238 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 358 of 630 b. Fan shaft bearings shall be of the pillow-block type with positive locking collar and lubrication provisions. c. Statically and dynamically balanced. d. Evaporator fan shaft bearings shall have a life of 200,000 hours at design operating conditions in accordance with ANSI B3.15. e. Solid fan shaft construction for size 020-050 units and two-piece solid fan shaft construction on the size 060 unit. 2. Condenser Fans: a. Fans shall be direct-driven propeller type only,with corrosion-resistant blades riveted to corrosion resistant steel supports for all size 020-050 units and the size 060 unit with optional condenser coil. Size 060 units with the microchannel condenser coil shall have a direct driven, 9-blade airfoil cross section,reinforced polymer construction, and shrouded-axial type fans with inherent corrosion resistance. b. Fans discharge air vertically upward and are protected by PVC coated steel wire safety guards. _- c. Statically and dynamically balanced. 3. Fan Drive for SAVTM (Staged Air Volume)Units: Staged air volume units shall be equipped with variable frequency drive (VFD) inverter. The VFD shall control motor speed to user-configurable speeds. High speed shall be a percentage of 60 Hz, and shall be user configurable. The range of adjustment for high speed shall be between 50 and 100% of 60 Hz. Low speed shall be a percentage of 60 Hz, and shall be user configurable. The range of adjustment for low speed shall be between 33 and 67% of 60 Hz. The control shall allow user-configurable fan speeds for cooling and heating modes. The VFD shall be factory-mounted, wired, and tested. The variable speed drive shall include the following features. a. Full digital control with direct control from the unit ComfortLink controls. b. Insulated gate bi-polar transistors (IGBT)used to produce the output pulse width modulated (PWM)waveform, allowing for quiet motor operation. c. Inverters capable of operation at a frequency of 8 kHz so no acoustic noise shall be produced by the motor. d. Critical frequency avoidance. e. Self diagnostics. f. On-board storage of unit manufacturer's customer user settings, retrievable from the keypad. g. RS485 communications capability. h. Electronic thermal overload protection. i. 5% swinging chokes for harmonic reduction and improved power factor. j. All printed circuit boards shall be conformal coated. TP-239 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addison,Project No:31019 Document Control Page 359 of 630 k. Shall,through ABB, qualify for a 24-month warranty from date of commissioning or 30 months from date of sale,whichever comes first. D. Compressors: 1. Fully hermetic, scroll type compressors with overload protection and short cycle protection with minimum on and off timers. 2. Factory rubber-in-shear mounted for vibration isolation. 3. Reverse rotation protection capability. 4. Crankcase heaters shall only be activated during compressor off mode. E. Coils: 1. Standard evaporator coil shall have aluminum plate fins mechanically bonded to seamless internally grooved copper tubes with all joints brazed. 2. Standard condenser coil shall be microchannel design. The coil shall have a series of flat tubes containing a series of multiple,parallel flow microchannels layered between the refrigerant manifolds. Microchannel coils shall consist of a two-pass arrangement. Coil construction shall consist of aluminum alloys for the fins,tubes, and manifolds. 3. Coils shall be leak tested at 150 psig and pressure tested at 650 psig. 4. Optional condenser coil shall have aluminum plate fins mechanically bonded to seamless internally grooved copper tubes with all joints brazed. 5. Optional pre-coated aluminum-fin coils shall have a durable epoxy-phenolic coating to provide protection in mildly corrosive coastal environments. Coating shall be applied to the aluminum fin stock prior to the fin stamping process to create an inert barrier between the aluminum fm and copper tube.Epoxy-phenolic barrier shall minimize galvanic action between dissimilar metals. 6. Copper-fin coils shall be constructed of copper fins mechanically bonded to copper tubes and copper tube sheets. Galvanized steel tube sheets shall not be acceptable.A polymer strip shall prevent coil assembly from contacting the sheet metal coil pan to minimize potential for galvanic corrosion between coil and pan.All copper construction shall provide protection in moderate coastal environments. 7. E-coated coils shall have a flexible epoxy polymer coating uniformly applied to all coil surface areas without material bridging between fins. Coating process shall ensure complete coil encapsulation. Color shall be high gloss black with gloss —60 deg of 65 to 90% per ASTM D523-89. Uniform dry film thickness from 0.8 to 1.2 mil on all surface areas including fin edges. Superior hardness characteristics of 2H per ASTM D3363-92A and cross-hatch adhesion of 4B-5B per ASTM D3359-93. Impact resistance shall be up to 160 in./lb (ASTM D2794-93). Humidity and water immersion resistance shall be up to minimum 1000 and 250 hours respectively (ASTM D2247-92 and ASTM D870-92). Corrosion durability shall be confirmed through testing to be no less than 6000 hours salt spray per ASTM B117-90. Coil construction shall be aluminum fins mechanically bonded to copper tubes. F. Gas Heating Section: 1. Induced-draft combustion type with energy-saving direct spark ignition systems and redundant main gas valves. TP-240 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 360 of 630 2 The heat exchanger shall be of the tubular section type constructed of a minimum of 20-gage steel coated with a nominal 1.2 mil aluminum-silicone alloy for corrosion resistance. Optional stainless steel heat exchangers shall be available. 3 Burners shall be of the in-shot type constructed of aluminum coated steel. 4. All gas piping shall enter the unit cabinet at a single location. 5. Induced Draft Fans: a. Direct-driven, single inlet,forward-curved centrifugal type. b. Statically and dynamically balanced. c. Made from steel with a corrosion-resistant finish. 6. High-corrosion areas such as flue gas collection and exhaust areas shall be lined with corrosion resistant material. G. Refrigerant Components: Unit shall be equipped with dual refrigerant circuits, each containing: 1. Solid core filter drier. 2. Thermostatic expansion valve. 3. Fusible plug. H. Filter Section: Standard filter section shall be supplied with 2-in.thick disposable fiberglass filters. I. Controls and Safeties: 1. Unit ComfortLink Controls: a. Scrolling marquee display. b. CCN (Carrier Comfort Network®) capable. c. Unit control with standard suction pressure and condensing pressure transducers. d Shall provide a minimum 5°F temperature difference between cooling and heating set points to meet ASHRAE 90.1 energy standard. e Shall provide and display a current alarm list and an alarm history list. f. Automatic compressor lead/lag control. g. Service run test capability. h. Shall accept input from a CO2 sensor(both indoor and outdoor). i. Configurable alarm light shall be provided which activates when certain types of alarms occur. j. Compressor minimum run time (3 minutes) and minimum off time (3 minutes) are provided. k. Service diagnostic mode. 1. Optional integrated economizer control or two-position self-closing adjustable outside air damper. TP-241 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 361 of 630 m.Minimum of 3 capacity stages of mechanical capacity control (excluding hot gas bypass) controlled by the following method: A control algorithm to maintain either high-cool or low-cool supply air temperature set point. Cooling mode (off, low, or high) to be determined from space temperature sensor or standard 2-stage mechanical thermostat input. n. Optional minimum load valve for additional capacity stage. o. Unit shall be complete with self-contained low voltage control circuit. p. Control of evaporator leaving air temperature through compressor and economizer control. 2. Safeties: a. Unit shall incorporate a solid-state compressor lockout which provides optional reset capability at the space thermostat should any of the following safety devices trip and shut off compressor: 1.) Compressor lockout protection provided for either internal or external overload. 2.) Low-pressure protection. 3.) Freeze protection (evaporator coil). 4.) High-pressure protection(high pressure switch or internal). 5.) Compressor reverse rotation protection. 6.) Loss-of-charge protection. 7.) Welded contactor protection. b. Supply-air sensor shall be located in the unit and should be used for economizer control and compressor stage control. c. Induced draft heating section (48 Series) shall be provided with the following minimum protections: 1.) High-temperature limit switch. 2.) Induced-draft motor speed sensor. 3.) Flame rollout switch. 4.) Flame proving controls. 5.) Redundant gas valve. J. Operating Characteristics: 1. Unit shall be capable of starting and running at 115°F ambient outdoor temperature per maximum load criteria of AHRI Standard 340/360. 2. Unit with standard controls will operate in cooling down to an outdoor ambient temperature of 32°F. 3. Unit shall be provided with fan time delay to help prevent cold air delivery. K. Electrical Requirements: All unit power wiring shall enter unit cabinet at a single location. L. Motors: Compressor motors shall be cooled by refrigerant gas passing through motor windings and shall have either internal line break thermal and current overload protection or external current overload modules with compressor temperature sensors. TP-242 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 362 of 630 2 All condenser-fan motors shall be totally enclosed 3-phase type with permanently lubricated ball bearings, class F insulation and internal, automatic-reset thermal overload protection or manual reset calibrated circuit breakers. 3 All indoor fan and power exhaust motors 5 hp and larger shall meet the minimum efficiency requirements as established by the Energy Independence and Security Act (EISA) of 2007. M. Special Features: Certain features are not applicable when the features designated * are specified. For assistance in amending the specifications,contact your local Carrier Sales Office. Variable Capacity Compressor: A variable capacity compressor shall be available for constant volume, staged air volume, and variable air volume configurations. The ComfortLink control system shall be capable of unloading this compressor in an infinite number of steps from 100% of compressor capacity down to 50% of compressor capacity. 2. Humidi-MiZer®Adaptive Dehumidification: The Humidi-MiZer dehumidification system shall be factory installed with an e-coated reheat coil and shall provide greater dehumidification of the occupied space by using two modes of dehumidification instead of the normal design cooling mode of the unit: a. Subcooling mode shall further subcool the hot liquid refrigerant leaving the condenser coil when both temperature and humidity in the space are not satisfied. b. Hot gas reheat mode shall mix a portion of the hot gas from the discharge of the compressor with the hot liquid refrigerant leaving the condenser coil to create a two-phase heat transfer in the system,resulting in a neutral leaving-air temperature. c. The system shall be equipped with modulating control valves to provide precise leaving-air temperature control. On-off, cycling type control shall not be acceptable. 3. Integrated Ultra Low Leak Economizer: a. Economizer shall meet the requirements of ASHRAE 90.1 (latest revision) and California Energy Commission Title 24. b. Economizer shall be furnished and installed complete with recirculated air dampers, outdoor air dampers, and controls. c. All dampers shall be ultra-low leakage type with blade and edge seals. Dampers shall be 1A certified and exhibit a maximum leakage rate of 3 cfm per square foot of area at 1 in.wg pressure differential when tested per AMCA (Air Movement and Control Association) Std 511. d. Dampers shall continue to operate as intended after 100,000 cycles when tested in accordance with Section 8, UL(Underwriters Laboratories) standard 555S. e. Actuator shall have a spring return feature which closes the outdoor air dampers upon a power interruption or unit shutdown. Actuators shall be of the communicating type and capable of internal diagnostics. f. Economizer shall be capable of introducing up to 100% outdoor air for ventilation or free cooling. TP-243 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 363 of 630 g. Economizer outdoor air hoods shall be constructed of pre-painted steel. 4. Barometric Relief Damper Package: a. Package shall include damper, seals, hardware, and hoods to relieve excess internal pressure. b. Damper shall close due to gravity upon unit shutdown. 5. Power Exhaust: Package shall include a multiple exhaust fan(centrifugal style) fan, 1 Hp 208-230, 460 v direct-drive motor, and damper for vertical flow units with economizer to control over-pressurization of building. Control shall be through ComfortLink controls based on damper position or through an optional building pressure sensor. On size 020-050 units, 4 stages of control shall be available. On size 060 units, 6 stages of control shall be available. 6 Thermostats and Subbases: To provide staged heating and cooling in addition to automatic (or manual) changeover and fan control. 7. Electronic Programmable Thermostat: Capable of using deluxe full-featured electronic thermostat. 8. Liquefied Propane Conversion Kit(48 Series): Kit shall contain all the necessary hardware and instructions to convert a standard natural gas unit for use with liquefied propane gas. 9. Convenience Outlet: Shall be factory installed and internally mounted with an externally accessible 115-v, 15 amp. GFI (Ground Fault Interrupter), female receptacle with hinged cover. A step-down transformer and overload protection shall be included so no additional wiring is necessary unless the field-wired outlet has been requested. When applied with a unit-mounted disconnect, the outlet shall be wired to the load side of the disconnect so the outlet will shut off with the disconnect. 10. Non-Fused Disconnect Switch: Shall be factory installed, internally mounted, and UL approved. Non-fused switch shall provide unit power shutoff. Shall be accessible from outside the unit and shall provide power-off lockout capability. 11. Electric Heater [PROHIBITED] 12. Hail Guard, Condenser Coil Grille [NOT USED]: 13. CO2 Sensor: The CO2 sensor shall have the ability to monitor CO2 levels and relay information to the controller. The controller will use CO2 level information to modulate the economizer and provide demand controlled ventilation. The sensor shall be available as a field-installed or factory-installed return air sensor or a remote space sensor. TP-244 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 364 of 630 15. Filter Status: The filter status switch shall be a pressure differential switch and will indicate a dirty filter. The switch shall be available as field or factory installed. 16. Humidity Sensor: A humidity sensor will allow for outside air enthalpy changeover control using the standard outside air thy bulb sensor and the accessory humidity sensor. When both an outside and return air humidity sensor are used, differential enthalpy changeover can be supported. 17. Two-Position Damper: A two-position damper shall admit up to 25% outdoor air during fan operation and shall close when the fan is off. The damper position shall be mechanically adjustable. 18. 4-Inch Filters: Optional filter section shall be supplied with 4-in. thick MERV (Minimum Efficiency Reporting Value) 7 pleated fiberglass filters. Control Expansion Module (CEM): Shall provide the following additional optional features: a. Remote set point b. Demand limit control c. Remote economizer position d. Fire and smoke control override control e. Remote sensor monitoring f. Fan status switch monitoring 20. Staged Gas Heat: The control shall have the option for control of the gas heat to a discharge air temperature by sequencing on the gas cells to provide up to 11 stages of capacity. The control shall be integrated directly into the main unit controls and shall include leaving air temperature sensors to ensure that high temperatures do not occur during the operation of the staged gas heat. 21. NavigatorTM Display Module: The Navigator display module shall be a portable hand-held display module with a minimum of 4 lines and 20 characters per line, of clear English, Spanish, Portuguese, or French language. Display menus shall provide clear language descriptions of all menu items, operating modes, configuration points, and alarm diagnostics. Reference to factory codes shall not be accepted. An industrial grade coiled extension cord shall allow the display module to be moved around the chiller. Magnets shall hold the display module to any sheet metal panel to allow hands-free operation. Display module shall have NEMA (National Electrical Manufacturers Association) 4x housing suitable for use in outdoor environments. Display shall have back light and contrast adjustment for easy viewing in bright sunlight or night conditions. The display module shall have raised surface buttons with positive tactile response. TP-245 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 365 of 630 22. BACnett Communication Option: Shall provide factory-installed communication capability with a BACnet MS/TP network. Allows integration with i-Vu® Open Control System or a BACnet Building Automation System. 23. Modbus2 Protocol Translator [IF APPLICABLE]: A controller-based accessory module shall provide CCN to MODBUS Remote Terminal Unit(RTU)protocol conversion. 24. LonWorks3 Protocol Translator [IF APPLICABLE]: A controller-based accessory module shall provide CCN to LON FT-10A ANSI/EIA-709.1 protocol conversion. 25. Full Perimeter Roof Curbs (Horizontal and Vertical): Shall be formed of 14-gage galvanized steel with wood nailer strip and shall be capable of supporting entire unit weight. 26. Security Grille(48/50A060 Unit with MCHX [microchannel heat exchanger] Only): Factory-installed grille shall limit access to compressor and condenser coil area to authorized personnel only. 27. Double Wall Option [NOT USED]: 28. Low Outdoor Sound Accessory[NOT USED]: 29. Low Outdoor Sound Condenser Fans[NOT USED]: 30. Low Ambient Greenspeed®Control Option[NOT USED]: c Fans shall be direct-driven shrouded-axial propeller type fans only,with 9-blade AeroAcousticTM airfoil cross section,reinforced polymer construction blades bolted to corrosion resistant steel supports for all size 020-050 units and the size 060 unit with optional condenser coil. d Fans discharge air vertically upward and are protected by PVC coated steel wire safety guards. e. Fans are statically and dynamically balanced. f. The condenser fan motors will be VFD driven. g. Compressor blankets will be applied to mitigate the level of outdoor sound on all refrigerant compressors. They shall be weather resistant are applied in both single and tandem arrangements. h Unit efficiency is maximized by monitoring the refrigerant system and ambient conditions and controlling condenser fan performance. Phase Loss Protection: TP-246 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 366 of 630 If the phases of the electric supply are out of sequence, or if one phase is missing, the contacts will never close. If a phase is lost while the phase monitor is energized, the contacts will open immediately and will remain open until the error is corrected. PART 3-EXECUTION 3.01 INSTALLATION A. Install units level and plumb,maintaining manufacturer's recommended clearances Install according to ARI Guideline B. B. Curb Support: Install roof curb on roof structure, level and secure, according to ARI Guideline B. Install and secure rooftop air conditioners on curbs and coordinate roof penetrations and flashing with roof construction. Secure units to curb support,per the recommendations of the rooftop unit manufacturer, complying with the seismic requirements of CBC. C. Isolation Curb Support: Install units on isolation curbs according to AHRI Guideline B. D. Install restrained vibration isolation roof-curb rails on roof structure according to AHRI Guideline B.Install and secure rooftop air conditioners on rails and coordinate roof penetrations and flashing with roof construction. Restrained isolation roof-curb rails are specified in Division 23 Section "Mechanical Vibration and Seismic Controls for HVAC." 3.02 CONNECTIONS A. Piping installation requirements are specified in other Division 23 Sections. Drawings indicate general arrangement of piping, fittings, and specialties. B. Install piping adjacent to machine to allow service and maintenance. 1. Gas Piping: Comply with applicable requirements in Division 22 Section "Natural Gas Piping." Connect gas piping to burner, full size of gas train inlet, and connect with union and shutoff valve with sufficient clearance for burner removal and service. C. Duct installation requirements are specified in other Division 23 Sections. Drawings indicate the general arrangement of ducts. The following are specific connection requirements: 1. Install ducts to termination in roof curb. 2. Remove roof decking only as required for passage of ducts. Do not cut out decking under entire roof curb. 3. Connect supply ducts to rooftop unit with flexible duct connectors specified in Division 23 Section "Air Duct Accessories." 4. Terminate return-air duct through roof structure and insulate space between roof and bottom of unit with 2-inch-thick, acoustic duct liner. TP-247 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 367 of 630 D. Electrical System Connections: Comply with applicable requirements in Division 16 Sections for power wiring, switches, and motor controls. E. Ground equipment according to Division 16 Section "Grounding and Bonding for Electrical Systems." F. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A. 3.03 FIELD QUALITY CONTROL A. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect,test, and adjust field-assembled components and equipment installation, including connections and to assist in field testing. Report results in writing. B. Perform the following field quality-control tests and inspections and prepare test reports: 1. After installing rooftop air conditioners and after electrical circuitry has been energized,test units for compliance with requirements. 2. Inspect for and remove shipping bolts, blocks, and tie-down straps. 3. Operational Test: After electrical circuitry has been energized, start units to confirm proper motor rotation and unit operation. 4. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. C. Remove malfunctioning units, replace with new units, and retest as specified above. 3.04 STARTUP SERVICE A. Engage a factory-authorized service representative to perform startup service. B. Complete installation and startup checks according to manufacturer's written instructions and do the following: 1. Inspect for visible damage to unit casing. 2. Inspect for visible damage to furnace combustion chamber. 3. Inspect for visible damage to compressor, air-cooled outside coil, and fans. 4. Inspect internal insulation. 5. Verify that labels are clearly visible. 6. Verify that clearances have been provided for servicing. 7. Verify that controls are connected and operable. 8. Verify that filters are installed. 9. Clean outside coil and inspect for construction debris. 10. Clean furnace flue and inspect for construction debris. 11. Connect and purge gas line. 12. Adjust vibration isolators. 13. Inspect operation of barometric dampers. 14. Lubricate bearings on fan. TP-248 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 368 of 630 15. Inspect fan-wheel rotation for movement in correct direction without vibration and binding. 16. Perform final field balance of fan wheels. 17. Start unit according to manufacturer's written instructions. a. Start refrigeration system. b. Complete startup sheets and attach copy with Contractor's startup report. 18. Inspect and record performance of interlocks and protective devices; verify sequences. 19. Operate unit for an initial period as recommended or required by manufacturer. 20. Perform the following operations for both minimum and maximum firing and adjust burner for peak efficiency. Adjust pilot to stable flame. a. Measure gas pressure on manifold. b. Measure combustion-air temperature at inlet to combustion chamber. c. Measure flue-gas temperature at furnace discharge. d. Perform flue-gas analysis. Measure and record flue-gas carbon dioxide and oxygen concentration. e. Measure supply-air temperature and volume when burner is at maximum firing rate and when burner is off. Calculate useful heat to supply air. 21. Calibrate instrumentation devices. 22. Adjust and inspect high-pressure limits of fans. 23. Inspect outside-air dampers for proper stroke and interlock with return-air and relief dampers. 24. Start refrigeration system and measure and record the following: a. Coil leaving-air, dry-and wet-bulb temperatures. b. Coil entering-air, dry- and wet-bulb temperatures. c. Outside-air, dry-bulb temperature. d. Outside-air-coil, discharge-air, dry-bulb temperature. 25. Inspect controls for correct sequencing of cooling, mixing dampers,refrigeration, and normal and emergency shutdown. 26. Measure and record the following minimum and maximum airflows. Plot fan volumes on fan curve. a. Supply-air volume. b. Return-air volume. c. Relief-air volume. d. Outside-air intake volume. 27. Simulate maximum cooling demand and inspect the following: a. Compressor refrigerant suction and hot-gas pressures. b. Short circuiting of air through outside coil or from outside coil to outside-air intake. 28. Verify operation of remote panel, including pilot-light operation and failure modes. Inspect the following: TP-249 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 369 of 630 a. High-limit heat exchanger. b. Warm-up for morning cycle. c. Freezestat operation. d. Economizer to limited outside-air changeover. e. Alarms. 29. After startup and performance testing, change filters, vacuum heat exchanger and cooling and outside coils, lubricate bearings, adjust belt tension, and inspect operation of power vents. 3.05 ADJUSTING A. Adjust initial temperature and humidity set points. B. Set field-adjustable switches and circuit-breaker trip ranges as indicated. C. Occupancy Adjustments: When requested within 12 months of date of Substantial Completion, provide on-site assistance in adjusting system to suit actual occupied conditions. Provide up to two visits to site outside normal occupancy hours for this purpose,without additional cost. 3.06 DEMONSTRATION A. Engage a factory-authorized service representative to train maintenance personnel to adjust, operate, and maintain rooftop air conditioners. xxx END OF SECTION *** SECTION 23 8126 SPLIT-SYSTEM Am-CONDITIONING UNITS PART 1 - GENERAL 1.01 SUMMARY A. Section includes split-system air-conditioning and heat pump units consisting of separate evaporator-fan and compressor-condenser components. Units are designed for exposed or concealed mounting, and may be connected to ducts. 1.02 SUBMITTALS A. Product Data: Include rated capacities,furnished specialties, and accessories for each type of product indicated. Include performance data in terms of capacities, outlet velocities, static pressures, sound power characteristics,motor requirements, and electrical characteristics. B. Shop Drawings: Diagram power, signal, and control wiring. TP-250 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 370 of 630 C. Samples for Initial Selection: For units with factory-applied color finishes. D. Field quality-control test reports. E. Operation and Maintenance Data: For split-system air-conditioning units to include operation, and maintenance manuals. F. Warranty: Special warranty specified in this Section. G. Submittals: 1. Manufacturers'product data for refrigerants, including printed statement that refrigerants are free of HCFCs. 1.03 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC,Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Energy-Efficiency Ratio: Equal to or greater than prescribed by California Energy Code latest edition. C. Coefficient of Performance: Equal to or greater than prescribed by California Energy Code latest edition. D. Units shall be designed to operate with HCFC-free refrigerants. 1.04 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of split-system air-conditioning units that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. PART 2-PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Carrier 2. Daikin 3. Friedrich 4. Lennox 5. Mitsubishi 6. Trane Company 7. York International Corp. 8. Or equal. TP-251 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 371 of 630 2.02 CONCEALED EVAPORATOR-FAN COMPONENTS A. Chassis: Galvanized steel with flanged edges,removable panels for servicing, and insulation on back of panel. 1. Insulation: Faced, glass-fiber duct liner. 2. Drain Pans: Galvanized steel,with connection for drain; insulated. B. Refrigerant Coil: Copper tube,with mechanically bonded aluminum fins, complying with ARI 210/240, and with thermal-expansion valve. C. Fan: Forward-curved, double-width wheel of galvanized steel; directly connected to motor. D. Disposable Filters: 1 inch thick, in fiberboard frames. E. Wiring Terminations: Connect motor to chassis wiring with plug connection. I 2.03 AIR-COOLED, COMPRESSOR-CONDENSER COMPONENTS A. Casing: Steel, finished with baked enamel in color selected by the Architect, with removable panels for access to controls, weep holes for water drainage, and mounting holes in base. Provide brass service valves, fittings, and gage ports on exterior of casing. B. Compressor: Hermetically sealed with crankcase heater and mounted on vibration isolation. Compressor motor shall have thermal- and current-sensitive overload devices, start capacitor,relay, and contactor. C. Refrigerant Coil: Copper tube,with mechanically bonded copper fins, complying with ARI 210/240, and with liquid subcooler. D. Fan: Aluminum-propeller type, directly connected to motor. E. Motor: Permanently lubricated, with integral thermal-overload protection. F. Mounting Base: Polyethylene. 2.04 ACCESSORIES A. Thermostat: Low voltage with subbase to control compressor and evaporator fan. 1. Compressor time delay. 2. 24-hour time control of system stop and start. 3. Liquid-crystal display indicating temperature, set-point temperature,time setting, operating mode, and fan speed. 4. Fan-speed selection, including auto setting. B. Automatic-reset timer to prevent rapid cycling of compressor. TP-252 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 372 of 630 C. Refrigerant Line Kits: Soft-annealed copper suction and liquid lines factory cleaned, dried, pressurized, and sealed; factory-insulated suction line. PART 3 -EXECUTION 3.01 INSTALLATION A. Install level and plumb. B. Install evaporator-fan components using manufacturer's standard mounting devices securely fastened to building structure. C. Install seismic restraints. D. Install compressor-condenser components per manufacturer's instructions. E. Install tubing to allow access to unit. 3.02 CONNECTIONS A. Piping installation requirements are specified in other Division 23 Sections. Drawings indicate general arrangement of piping, fittings, and specialties. B. Install piping adjacent to unit to allow service and maintenance. C. Duct Connections: Duct installation requirements are specified in Division 23 Section "Metal Ducts." Drawings indicate the general arrangement of ducts. Connect supply and return ducts to split-system air-conditioning units with flexible duct connectors. Flexible duct connectors are specified in Division 23 Section "Air Duct Accessories." D. Ground equipment according to Division 26 Section "Grounding and Bonding for Electrical Systems." E. Electrical Connections: Comply with requirements in Division 26 Sections for power wiring, switches, and motor controls. 3.03 FIELD QUALITY CONTROL A. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect,test, and adjust field-assembled components and equipment installation, including connections, and to assist in field testing. Report results in writing. B. Perform the following field tests and inspections and prepare test reports: I. Leak Test: After installation, charge system and test for leaks. Repair leaks and retest until no leaks exist. 2. Operational Test: After electrical circuitry has been energized, start units to confirm proper motor rotation and unit operation. TP-253 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 373 of 630 3. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. C. Remove and replace malfunctioning units and retest as specified above. 3.04 STARTUP SERVICE A. Complete installation and startup checks according to manufacturer's written instructions. 3.05 DEMONSTRATION A. Engage a factory-authorized service representative to train maintenance personnel to adjust, operate, and maintain units. END OF SECTION SECTION 23 8219 FAN-COIL UNITS PART 1 - GENERAL 1.01 SUMMARY A. Section includes fan-coil units and accessories. 1.02 SUBMITTALS A. Product Data: Include specialties and accessories for each unit type and configuration. B. Shop Drawings: Submit the following for each fan-coil unit type and configuration: 1. Plans, elevations, sections, and details. 2. Details of anchorages and attachments to structure and to supported equipment. 3. Power, signal, and control wiring diagrams. Differentiate between manufacturer-installed and field-installed wiring. 4. Equipment schedules to include rated capacities; shipping, installed, and operating weights; furnished specialties; and accessories. C. Coordination Drawings: Reflected ceiling plans drawn to scale and coordinating penetrations and ceiling-mounted items. Show the following: 1. Ceiling suspension assembly members. 2. Method of attaching hangers to building structure. 3. Size and location of initial access modules for acoustical tile. 4. Size and location of access panels in hard ceilings to provide access to concealed units. 5. Ceiling-mounted items including lighting fixtures, diffusers, grilles, speakers, sprinklers, access panels, and special moldings. TP-254 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 374 of 630 D. Samples for Initial Selection: Manufacturer's color charts showing the full range of colors available for units with factory-applied color finishes. E. Field Test Reports: Written reports of tests specified in Part 3 of this Section. 1.03 QUALITY ASSURANCE A. Electrical Components,Devices, and Accessories: Listed and labeled as defined in CEC,Article 100 by a third party testing agency, and marked for intended use. B. Sound Performance: Fan Coil unit, and integral component sizing and selection shall include consideration of sound performance characteristics.Entire installation shall conform to project acoustic and vibration control requirements. C. ARI compliance: unit shall be equipped with ARI certified coils complying with ARI 410. D. AMCA certification: Fans shall conform to AMCA Bulletins regarding testing and construction, and shall bear the AMCA certified rating seal for airflow and sound. E. NFPA compliance: Unit shall conform to NFPA 90A, Standard for the installation of air conditioning and ventilating systems. F. Structural Seismic Performance: Refer to Division 23 Section"Vibration and Seismic Controls for HVAC." 1.04 COORDINATION A. Coordinate layout and installation of fan-coil units and suspension system components with other construction that penetrates ceilings or is supported by them, including light fixtures, HVAC equipment, fire-suppression-system components, and partition assemblies. B. Coordinate equipment connection and loads imposed on building structural system with structural engineer of record. PART 2 -PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Carrier. 2. Lennox. 3. McQuay International. 4. Trane Company (The);North American Commercial Group. 5. York International Corp. 6. Or equal. 2.02 CONFIGURATION TP-255 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 375 of 630 A. Horizontal Units: An assembly including cabinet, filter, chassis, coil, drain pan, fan, and motor in blow-through configuration with hydronic cooling coil and hydronic heating coil. B. ARI seal, factory fabricated. 2.03 MATERIALS A. Chassis: Galvanized steel,with flanged edges. B. Coil Section Insulation: 1-inch duct liner complying with ASTM C 1071 and attached with adhesive complying with ASTM C 916. 1. Fire-Hazard Classification: Duct liner and adhesive shall have a maximum flame-spread rating of 25 and smoke-developed rating of 50 when tested according to ASTM E 84. C. Drain Pans: Galvanized steel,with connection for drain. Drain pan shall have a removable plastic liner and be insulated with flexible closed cell sheet insulation; Rubatex Insul-Sheet 1800, or equal. Drain pan insulation and adhesive shall have a maximum flame-spread rating of 25 and smoke-developed rating of 50 when tested according to ASTM E 84. Drain pan and liner shall be formed to slope from two directions to drain connection. D. Cabinet: Galvanized steel,with removable panels. 1. Horizontal Unit Bottom Panels: Fastened to unit with cam fasteners and hinge and attached with safety chain;with cast-aluminum discharge grilles. E. Cabinet Finish: Bonderize,phosphatize, and flow-coat with baked-on primer with manufacturer's standard paint. 2.04 FAN A. Centrifugal,with forward-curved, double-width wheels and fan scrolls made of galvanized steel or thermoplastic material; directly connected to motor(direct-drive). 2.05 FAN MOTORS A. Wiring Terminations: Match conductor materials and sizes of connecting power circuit. Connect motor to chassis wiring with plug connection. 2.06 ACCESSORIES A. Aluminum wall boxes with integral eliminators and insect screen. B. Steel subbase,height as indicated. C. Plastic motor-oiler tubes extending to beneath top of discharge grille. D. Steel recessing flanges for recessing fan-coil units into ceiling or wall. E. Filters: 2-inch-thick,throwaway filters in fiberboard frames, 30%efficiency. TP-256 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 376 of 630 F. Dampers: Steel damper blades with polyurethane stop across entire blade length and having factory-mounted electric operators for 25 percent open cycle. 2.07 CONTROL SYSTEMS A. Wall-mounted thermostat,with dead band and manual fan-speed switch,with automatic change-over between heating and cooling cycles. 2.08 SOURCE QUALITY CONTROL A. Test and rate units according to ARI 440. PART 3 -EXECUTION 3.01 EXAMINATION A. Examine areas to receive fan-coil units for compliance with requirements for installation tolerances and other conditions affecting performance. B. Examine roughing-in for piping and electrical connections to verify actual locations before fan-coil unit installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION A. Install fan-coil unit level and plumb. B. Suspend fan-coil units from structure with rubber-in-shear vibration isolators (rubber hangers). Vibration isolators are specified in Division 23 Section "Mechanical Vibration and Seismic Controls for HVAC." C. Install wall-mounting thermostats and switch controls in electrical outlet boxes at heights to match lighting controls. 3.03 CONNECTIONS A. Piping installation requirements are specified in other Division 23 Sections. Drawings indicate general arrangement of piping, fittings, and specialties. B. Unless otherwise indicated, install shutoff valve and union or flange at each connection. C. Install piping adjacent to machine to allow service and maintenance. D. Ground equipment. E. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A. 3.04 FIELD QUALITY CONTROL A. Testing: Perform the following field quality-control testing and report results in writing: TP-257 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 377 of 630 1. After electrical circuitry has been energized, start units to confirm proper motor rotation and unit operation. 2. Test and adjust controls and safeties. B. Repair or replace malfunctioning units. Retest as specified above after repairs or replacements are made. 3.05 CLEANING A. After installing units, inspect unit cabinet for damage to finish. Remove paint splatters and other spots, dirt, and debris. Repair damaged finish to match original finish. B. After installing units, clean fan-coil units internally according to manufacturer's written instructions. C. Install new filters in each fan-coil unit within two weeks after Substantial Completion. 3.06 DEMONSTRATION A. Train maintenance personnel on procedures and schedules for starting and stopping, troubleshooting, servicing, and maintaining equipment. B. Schedule training with Facilities,with at least seven days' advance notice. END OF SECTION SECTION 26 0500 COMMON WORK RESULTS FOR ELECTRICAL PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following: 1. Supporting devices for electrical components. 2. Concrete equipment bases. 3. Electrical demolition. 4. Cutting and patching for electrical construction. 1.02 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC (NFPA 70),Article 100, by a testing agency acceptable to the City, and marked for intended use. TP-258 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 378 of 630 1.03 COORDINATION A. Coordinate chases, slots, inserts, sleeves, and openings with general construction work and arrange in building structure during progress of construction to facilitate the electrical installations that follow. 1. Set inserts and sleeves in poured-in-place concrete, masonry work, and other structural components as they are constructed. B. Sequence, coordinate, and integrate installing electrical materials and equipment for efficient flow of the Work. Coordinate installing large equipment requiring positioning before closing in the building. PART 2 -PRODUCTS 2.01 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists,the following requirements apply to product selection: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01 Section"Product Options and Substitutions". Specific procedures must be followed before use of an unnamed product or manufacturer. 2.02 SUPPORTING DEVICES A. Material: Cold-formed steel,with corrosion-resistant coating. B. Metal Items for Use Outdoors or in Damp Locations: Hot-dip galvanized steel. C. Slotted-Steel Channel Supports: Flange edges turned toward web, and 9/16-inch- diameter slotted holes at a maximum of 2 inches O.C., in webs. 1. Channel Thickness: Selected to suit structural loading. 2. Fittings and Accessories: Products of the same manufacturer as channel supports. D. Raceway and Cable Supports: Manufactured clevis hangers, riser clamps, straps, threaded C-clamps with retainers, ceiling trapeze hangers,wall brackets, and spring-steel clamps or click-type hangers. E. Pipe Sleeves: ASTM A 53, Type E, Grade A, Schedule 40, galvanized steel, plain ends. F. Cable Supports for Vertical Conduit: Factory-fabricated assembly consisting of threaded body and insulating wedging plug for non-armored electrical cables in riser conduits. Plugs have number and size of conductor gripping holes as required to suit TP-259 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 379 of 630 individual risers. Body constructed of malleable-iron casting with hot-dip galvanized finish. G. Expansion Anchors: Carbon-steel wedge or sleeve type. H. Toggle Bolts: All-steel springhead type. I. Powder-Driven Threaded Studs: Heat-treated steel. Not allowed within building with occupants except by prior approval,before installation,with the City's Representative. 2.03 CONCRETE BASES A. Concrete Forms and Reinforcement Materials: As specified in Division 03 Section "Cast-in-Place Concrete." B. Concrete: Minimum 3000-psi, 28-day compressive strength as specified in Division 03 Section "Cast-in-Place Concrete." 2.04 TOUCHUP PAINT A. For Equipment: Equipment manufacturer's paint selected to match installed equipment finish. B. Galvanized Surfaces: Zinc-rich paint recommended by item manufacturer. PART 3 -EXECUTION 3.01 ELECTRICAL EQUIPMENT INSTALLATION A. Headroom Maintenance: If mounting heights or other location criteria are not indicated, arrange and install components and equipment to provide the maximum possible headroom. B. Materials and Components: Install level, plumb, and parallel and perpendicular to other building systems and components, unless otherwise indicated. C. Equipment: Install to facilitate service, maintenance, and repair or replacement of components. Connect for ease of disconnecting,with minimum interference with other installations. D. Right of Way: Give to raceways and piping systems installed at a required slope. 3.02 WIRING INSTALLATION A. Install splices and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than unspliced conductors. B. Install wiring at outlets with at least 12 inches of slack conductor at each outlet. TP-260 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 380 of 630 C. Connect outlet and component connections to wiring systems and to ground. Tighten electrical connectors and terminals, according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated,use those specified in UL 486A. 3.03 ELECTRICAL SUPPORTING DEVICE APPLICATION A. Damp Locations and Outdoors: Hot-dip galvanized materials,U-channel system components. B. Dry Locations: Steel materials. C. Support Clamps for PVC Raceways: Click-type clamp system. D. Selection of Supports: Comply with manufacturer's written instructions. E. Strength of Supports: Adequate to carry present and future loads,times a safety factor of at least four; minimum of 200-lb design load. 3.04 SUPPORT INSTALLATION A. Install support devices to securely and permanently fasten and support electrical components. B. Install individual and multiple raceway hangers and riser clamps to support raceways. Provide U-bolts, clamps, attachments, and other hardware necessary for hanger assemblies and for securing hanger rods and conduits. C. Support parallel runs of horizontal raceways together on trapeze-or bracket-type hangers. D. Size supports for multiple raceway installations so capacity can be increased by a 25 percent minimum in the future. E. Support individual horizontal raceways with separate, malleable-iron pipe hangers or clamps. F. Install 1/4-inch diameter or larger threaded steel hanger rods. G. Arrange supports in vertical runs so the weight of raceways and enclosed conductors is carried entirely by raceway supports,with no weight load on raceway terminals. H. Simultaneously install vertical conductor supports with conductors. I. Separately support cast boxes that are threaded to raceways and used for fixture support. Support sheet-metal boxes directly from the building structure or by bar hangers. If bar hangers are used, attach bar to raceways on opposite sides of the box and support the raceway with an approved fastener not more than 24 inches from the box. TP-261 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 381 of 630 J. Install metal channel racks for mounting cabinets,panel boards; disconnect switches, control enclosures,pull and junction boxes, transformers, and other devices unless components are mounted directly to structural elements of adequate strength. K. Install sleeves for cable and raceway penetrations of concrete slabs and walls unless core-drilled holes are used. Install sleeves for cable and raceway penetrations of masonry and fire-rated gypsum walls and of all other fire-rated floor and wall assemblies. Install sleeves during erection of concrete and masonry walls. L. Securely fasten electrical items and their supports to the building structure, unless otherwise indicated. Perform fastening according to the following unless other fastening methods are indicated: 1. Wood: Fasten with wood screws or screw-type nails. 2. Masonry: Toggle bolts on hollow masonry units and expansion bolts on solid masonry units. 3. New Concrete: Concrete inserts with machine screws and bolts. 4. Existing Concrete: Expansion bolts. 5. Instead of expansion bolts,threaded studs driven by a powder charge and provided with lock washers may be used in existing concrete when prior approval is received from the City's Representative. 6. Steel: Welded threaded studs or spring-tension clamps on steel. a. Field Welding: Comply with AWS D1.1. 7. Welding to steel structure may be used only for threaded studs, not for conduits, pipe straps, or other items. 8. Light Steel: Sheet-metal screws. 9. Fasteners: Select so the load applied to each fastener does not exceed 25 percent of its proof-test load. 3.05 FIRESTOPPING A. Apply firestopping to cable and raceway penetrations of fire-rated floor and wall assemblies to achieve fire-resistance rating of the assembly. Firestopping materials and installation requirements are specified in Division 07 Section"Penetration Firestopping". 3.06 CONCRETE BASES A. Construct concrete bases of dimensions not less than 8 inches larger, in both directions, than supported unit unless larger is required to comply with seismic restraint requirements. Follow supported equipment manufacturer's anchorage recommendations and setting templates for anchor-bolt and tie locations. Use minimum 3000-psi, 28-day compressive-strength concrete and reinforcement as specified in Division 03 Section "Cast-in-Place Concrete." TP-262 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 382 of 630 3.07 DEMOLITION A. Protect existing electrical equipment and installations indicated to remain. If damaged or disturbed in the course of the Work,remove damaged portions and install new products of equal capacity, quality, and functionality. B. Accessible Work: Remove exposed electrical equipment and installations, indicated to be demolished, in their entirety. C. Abandoned Work: Cut and remove buried raceway and wiring. When approval by the City's Representative raceway can be abandoned in place a minimum of 4 inches below the surface of adjacent construction. Cap raceways and patch surface to match existing finish. D. Remove demolished material from Project site. E. Remove, store, clean,reinstall, reconnect, and make operational components indicated for relocation. 3.08 CUTTING AND PATCHING A. Cut, channel, chase, and drill floors,walls, partitions, ceilings, and other surfaces required to permit electrical installations. Perform cutting by skilled mechanics of trades involved. B. Repair and refinish disturbed finish materials and other surfaces to match adjacent undisturbed surfaces. Install new fireproofing where existing fire stopping has been disturbed. Repair and refinish materials and other surfaces by skilled mechanics of trades involved. 3.09 FIELD QUALITY CONTROL A. Inspect installed components for damage and faulty work, including the following: 1. Supporting devices for electrical components. 2. Concrete bases. 3. Electrical demolition. 4. Cutting and patching for electrical construction. 5. Touchup painting. 3.10 REFINISHING AND TOUCHUP PAINTING A. Refinish and touch up paint. Paint materials and application requirements are specified in Division 09 Section "Interior Painting." 1. Clean damaged and disturbed areas and apply primer, intermediate, and finish coats to suit the degree of damage at each location. 2. Follow paint manufacturer's written instructions for surface preparation and for timing and application of successive coats. TP-263 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 383 of 630 3. Repair damage to galvanized finishes with zinc-rich paint recommended by manufacturer. 4. Repair damage to PVC or paint finishes with matching touchup coating recommended by manufacturer. 3.11 CLEANING AND PROTECTION A. On completion of installation, including outlets, fittings, and devices, inspect exposed finish. Remove burrs, dirt, paint spots, and construction debris. B. Protect equipment and installations and maintain conditions to ensure that coatings, finishes, and cabinets are without damage or deterioration at time of Substantial Completion. *** END OF SECTION *** SECTION 26 0501 MINOR ELECTRICAL DEMOLITION PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following: 1. Electrical demolition. A. B. Related sections include the following: B. Section 26 0553 -Identification for Electrical Systems. PART 2-PRODUCTS 2.01 MATERIALS AND EQUIPMENT A. Materials and equipment for patching and extending work: As specified in individual sections. PART 3 -EXECUTION 3.01 EXAMINATION A. Verify field measurements and circuiting arrangements are as shown on Drawings. B. Verify that abandoned wiring and equipment serve only abandoned facilities. C. Demolition drawings are based on casual field observation and existing record documents. TP-264 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 384 of 630 D. Report discrepancies to the City before disturbing existing installation. E. Beginning of demolition means installer accepts existing conditions. 3.02 PREPARATION A. Disconnect electrical systems in walls, floors, and ceilings to be removed. B. Coordinate utility service outages with City. C. Provide temporary wiring and connections to maintain existing systems in service during construction. When work must be performed on energized equipment or circuits, use qualified personnel in such operations. D. Existing Electrical Service: Maintain existing system in service until new system is complete and ready for service. Disable system only to make switchovers and connections. Minimize outage duration. 1. Obtain permission from Owner at least 72 hours before partially or completely disabling system. 3.03 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK A. Remove, relocate, and extend existing installations to accommodate new construction. B. Remove abandoned wiring to source of supply. Install pull rope and cap conduit ends. C. Remove exposed abandoned conduit, including abandoned conduit above accessible ceiling finishes. Cut conduit flush with walls and floors, and patch surfaces. D. Remove abandoned wiring from underground conduits and install pull rope and conduit caps. Label abandoned conduits with "from and to" identifiers. E. Disconnect abandoned outlets and remove devices. Remove abandoned outlets if conduit servicing them is abandoned and removed. Provide blank cover for abandoned outlets that are not removed. F. Repair adjacent construction and finishes damaged during demolition and extension work. Repair of themed finishes shall match existing finish. G. Maintain access to existing electrical installations that remain active. Modify installation or provide access panel as appropriate. H. Protect adjacent equipment during demolition. I. Maintain existing emergency circuits and equipment to maintain power continuity. 3.04 CLEANING AND REPAIR A. On completion of installation, including outlets, fittings, and devices, inspect exposed finish. Remove burrs, dirt, paint spots, and construction debris. TP-265 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 385 of 630 B. Protect equipment and installations and maintain conditions to ensure that coatings, finishes, and cabinets are without damage or deterioration at time of Substantial Completion. ***END OF SECTION*** SECTION 26 0519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES PART 1 - GENERAL 1.01 SUMMARY A. Section includes building wires and cables and associated connectors, splices, and terminations for wiring systems rated 600 V and less. 1.02 SUBMITTALS A. Product Data: For each type of product indicated. 1.03 QUALITY ASSURANCE A. Testing Agency Qualifications: Testing agency as defined by OSHA in 29 CFR 1910.7 or a member company of the InterNational Electrical Testing Association and that is acceptable to the City's. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC (NFPA 70),Article 100, by a testing agency acceptable to the City, and marked for intended use. C. Comply with CEC (NFPA 70). D. Pre-Installation Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Meetings". PART 2-PRODUCTS 2.01 MANUFACTURERS A. In other Part 2 articles where subparagraph titles below introduce lists,the following requirements apply for product selection: 1. Manufacturers: Subject to compliance with requirements,provide products by the manufacturers specified. 2. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01 TP-266 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 386 of 630 Section"Product Options and Substitutions". Specific procedures must be followed before use of an unnamed product or manufacturer. 2.02 CONDUCTORS AND CABLES A. Manufacturers (Building Wire and Cable): 1. American Insulated Wire Corp.; a Leviton Company. 2. General Cable Corporation. 3. Southwire Company. 4. Or equal B. Manufacturers (Control Cable): 1. Alpha. 2. Belden. 3. Or equal. C. Manufacturers (MC cable): 1. AFC Cable Systems. 2. Southwire Company. 3. Or equal. D. Refer to Part 3 "Conductor and Insulation Applications"Article for insulation type, cable construction, and ratings. E. Conductor Material: Copper complying with ICEA S-95-658/NEMA WC 70 Non-Shielded 0-2 kV Cables. F. Conductor Insulation Types: Type THW, THHN-THWN,XHHW,UF,USE, and SO complying with NEMA WC 70. G. Multi-Conductor Cable:Not Allowed. 2.03 CONNECTORS AND SPLICES A. Manufacturers: 1. AFC Cable Systems,Inc. 2. AMP Incorporated/Tyco International. 3. Hubbell/Anderson. 4. O-Z/Gedney; EGS Electrical Group LLC. 5. 3M Company; Electrical Products Division. 6. Or equal. B. Description: Factory-fabricated connectors and splices of size, ampacity rating, material,type, and class for application and service indicated. TP-267 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 387 of 630 PART 3 -EXECUTION 3.01 CONDUCTOR AND INSULATION APPLICATIONS A. Service Entrance: Type XHHW, single conductors in raceway. Exposed Feeders: Type THHN-THWN, single conductors in raceway. B. Feeders Concealed in Ceilings, Walls, and Partitions: Type THHN-THWN, single conductors in raceway. C. Feeders Concealed in Concrete, below Slabs-on-Grade, and in Crawlspaces: Type THHN-THWN, single conductors in raceway. D. Exposed Branch Circuits, including in Crawlspaces: Type THHN-THWN, single conductors in raceway. E. Branch Circuits Concealed in Concrete and below Slabs-on-Grade: Type THHN-THWN, single conductors in raceway. F. Branch Circuits Concealed in Ceilings, Walls, and Partitions: Type THHN-THWN, single conductors in raceway. G. Outdoors and below grade: Compression types with heat shrink style watertight splice covers. Raychem CTE series, T&B "Shrink-Kon" series or equal. Cables with multiple conductors shall include a waterproof housing with a non-hardening encapsulating material. H. Class 1 Control Circuits: Type THHN-THWN, in raceway. I. Class 2 Control Circuits: Type THHN-THWN, in raceway. 3.02 INSTALLATION A. Conceal cables in finished walls, ceilings, and floors, unless otherwise indicated. B. Use manufacturer-approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not use oil, grease, graphite or similar substances. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. C. Use pulling means; including fish tape, cable, rope, and basket-weave wire/cable grips that will not damage cables or raceway. Pulling of large conductors in raceways shall be done with an approved cable pulling machine. Other methods such as block and tackle to install conductors are not acceptable. D. Install exposed cables parallel and perpendicular to surfaces of exposed structural members and follow surface contours where possible. E. Support cables according to Division 26 Section "Common Work Results for Electrical." TP-26 8 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 388 of 630 F. Seal around cables penetrating fire-rated elements according to Division 07 Section "Penetration Firestopping".Provide separate sleeves and/or fire barriers for cable fire wall penetration,unless cable is UL listed for the application. G. Identify and color-code conductors and cables according to Division 26 Section "Common Work Results for Electrical".Identification for Electrical System. Color-coded conductor sleeves are not permitted." H. Metal Clad(MC) Cable Installation Requirements: 1. Not Allowed. 3.03 CONNECTIONS A. Provide steel with insulated throat cable connectors, OZ/Gedney AMC series or equivalent. Die cast or pressure cast fittings are not permitted. B. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A. C. Make splices and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than unspliced conductors. D. Wiring at Outlets: Install conductor at each outlet,with at least 12 inches of slack. 3.04 FIELD QUALITY CONTROL A. Testing: Perform the following field quality-control testing: 1. After installing conductors and cables and before electrical circuitry has been energized,test for compliance with requirements. 2. Perform each electrical test and visual and mechanical inspection stated in NETA ATS, Section 7.3.1. Certify compliance with test parameters. *** END OF SECTION XXX SECTION 26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section includes grounding of electrical systems and equipment. Grounding requirements specified in this Section may be supplemented by special requirements of systems described in other Sections. TP-269 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 389 of 630 B. Related Sections include the following: 1. Division 26 Section "Underground Ducts and Raceways for Electrical Systems". 1.02 SUBMITTALS A. Product Data: For each type of product indicated. B. Product Data: For the following: 1. Ground rods. 1.03 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC (NFPA 70),Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 1. Comply with UL 467. B. Comply with CEC (NFPA 70); for medium-voltage underground construction, comply with IEEE C2. PART 2 -PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Grounding Conductors, Cables, Connectors, and Rods: a. Boggs,Inc. b. Chance/Hubbell. c. Copperweld Corp. d. Dossert Corp. e. Erico Inc.; Electrical Products Group. f. Framatome Connectors/Burndy Electrical. g. Hastings Fiber Glass Products,Inc. h. Heary Brothers Lightning Protection Co. i. Ideal Industries,Inc. j. ILSCO. k. Kearney/Cooper Power Systems. 1. Korns: C. C. Korns Co.; Division of Robroy Industries. m. Lightning Master Corp. n. Lyncole XIT Grounding. o. O-Z/Gedney Co.; a business of the EGS Electrical Group. p. Raco, Inc.; Division of Hubbell. q. Salisbury: W. H. Salisbury& Co. r. Superior Grounding Systems,Inc. TP-270 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 390 of 630 s. Thomas &Betts,Electrical. t. Or equal. B. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01 Section "Product Options and Substitutions". Specific procedures must be followed before use of an unnamed product or manufacturer. 2.02 GROUNDING CONDUCTORS A. For insulated conductors, comply with Division 26 Section "Low-Voltage Electrical Power Conductors and Cables." B. Material: Copper. C. Equipment Grounding Conductors: Insulated with green-colored insulation. D. Grounding Electrode Conductors: Stranded cable. E. Underground Conductors: Bare, tinned, stranded,unless otherwise indicated. F. Bare Copper Conductors: Comply with the following: 1. Solid Conductors: ASTM B 3. 2. Assembly of Stranded Conductors: ASTM B 8. 3. Tinned Conductors: ASTM B 33. G. Copper Bonding Conductors: As follows: 1. Bonding Cable: 28 kcmil, 14 strands of No. 17 AWG copper conductor, 1/4 inch in diameter. 2. Bonding Conductor: No. 4 or No. 6 AWG, stranded copper conductor. 3. Bonding Jumper: Bare copper tape,braided bare copper conductors,terminated with copper ferrules; 1-5/8 inches wide and 1/16 inch thick. 4. Tinned Bonding Jumper: Tinned-copper tape,braided copper conductors, terminated with copper ferrules; 1-5/8 inches wide and 1/16 inch thick. H. Grounding Bus: Bare, annealed copper bars of rectangular cross section,with insulators. 2.03 CONNECTOR PRODUCTS A. Comply with IEEE 837 and UL 467; listed for use for specific types, sizes, and combinations of conductors and connected items. B. Bolted Connectors: Bolted-pressure-type connectors, or compression type. C. Welded Connectors: Exothermic-welded type, in kit form, and selected per manufacturer's written instructions. TP-271 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 391 of 630 2.04 GROUNDING ELECTRODES A. Ground Rods: Sectional type; copper-clad steel. 1. Size: 3/4 in diameter, by 120 inches in length. B. Test Wells: Provide handholes as specified in Division 26 Section "Underground Ducts and Raceways for Electrical Systems." PART 3 -EXECUTION 3.01 APPLICATION A. Use only copper conductors for both insulated and bare grounding conductors in direct contact with earth, concrete, masonry, crushed stone, and similar materials. B. In raceways,use insulated equipment grounding conductors. C. Exothermic-Welded Connections: Use for connections to structural steel and for underground connections, except those at test wells. D. Equipment Grounding Conductor Terminations: Use bolted pressure clamps. E. Ground Rod Clamps at Test Wells: Use bolted pressure clamps with at least two bolts. F. Grounding Bus: Install in electrical and telephone equipment rooms, in rooms housing service equipment, and elsewhere as indicated. 1. Use insulated spacer; space 1 inch from wall and support from wall 6 inches above finished floor,unless otherwise indicated. 2. At doors,route the bus up to the top of the door frame, across the top of the doorway, and down to the specified height above the floor. G. Underground Grounding Conductors: Use copper conductor,No. 2/0 AWG minimum. Bury at least 24 inches below grade or bury 12 inches above duct bank when installed as part of the duct bank. 3.02 EQUIPMENT GROUNDING CONDUCTORS A. Comply with CEC (NFPA 70),Article 250, for types, sizes, and quantities of equipment grounding conductors, unless specific types, larger sizes, or more conductors than required by CEC (NFPA 70) are indicated. B. Install equipment grounding conductors in all feeders and circuits. C. Install insulated equipment grounding conductor with circuit conductors for the following items, in addition to those required by NEC: 1. Feeders and branch circuits. 2. Single-phase motor and appliance branch circuits. TP-272 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 392 of 630 3. Three-phase motor and appliance branch circuits. 4. Flexible raceway runs. 5. Armored and metal-clad cable runs. D. Nonmetallic Raceways: Install an equipment grounding conductor in nonmetallic raceways unless they are designated for telephone or data cables. E. Air-Duct Equipment Circuits: Install an equipment grounding conductor to duct-mounted electrical devices operating at 120 V and more, including air cleaners and heaters. Bond conductor to each unit and to air duct. F. Common Ground Bonding with Lightning Protection System: Bond electrical power system ground directly to lightning protection system grounding conductor at closest point to electrical service grounding electrode. Use bonding conductor sized same as system grounding electrode conductor, and install in conduit. 3.03 COUNTERPOISE A. Ground the steel framework of the building with a driven ground rod at the base of every corner column and at intermediate exterior columns at distances not more than 60 feet apart. Provide a grounding conductor(counterpoise), electrically connected to each ground rod and to each steel column, extending around the perimeter of the building. Use copper conductor not less than No. 4/0 AWG for counterpoise and for tap to building steel. Bury counterpoise not less than 18 inches below grade and 24 inches from building foundation. 3.04 INSTALLATION A. Ground Rods: Install at least three rods spaced at least one-rod length from each other and located at least the same distance from other grounding electrodes. Drive ground rods until tops are 6 inches below finished floor or final grade, unless otherwise indicated. Rod top shall be protected with a driving tool while being driven to protect the top from deformation or other damage. B. Interconnect ground rods with grounding electrode conductors. Use exothermic welds, except at test wells and as otherwise indicated. Make connections without exposing steel or damaging copper coating. C. Grounding Conductors: Route along shortest and straightest paths possible, unless otherwise indicated. Avoid obstructing access or placing conductors where they may be subjected to strain, impact, or damage. D. Bonding Straps and Jumpers: Install so vibration by equipment mounted on vibration isolation hangers and supports is not transmitted to rigidly mounted equipment. Use exothermic-welded connectors for outdoor locations, unless a disconnect-type connection is required; then, use a bolted clamp. Bond straps directly to the basic structure taking care not to penetrate any adjacent parts. Install straps only in locations accessible for maintenance. TP-273 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 393 of 630 E. Metal Water Service Pipe: Provide insulated copper grounding conductors, in conduit, from building's main service equipment, or grounding bus,to main metal water service entrances to building. Connect grounding conductors to main metal water service pipes by grounding clamp connectors. Where a dielectric main water fitting is installed, connect grounding conductor to street side of fitting. Bond metal grounding conductor conduit or sleeve to conductor at each end. F. Water Meter Piping: Use braided-type bonding jumpers to electrically bypass water meters. Connect to pipe with grounding clamp connectors. G. Bond interior metal piping systems and metal air ducts to equipment grounding conductors of associated pumps, fans, blowers, electric heaters, and air cleaners. Use braided-type bonding straps. H. Bond each aboveground portion of gas piping system upstream from equipment shutoff valve. I. Install one test well for each service at the ground rod electrically closest to the service entrance. Set top of well flush with finished grade or floor. J. Ufer Ground (Concrete-Encased Grounding Electrode): Fabricate according to CEC (NFPA) 70,Paragraph 250-81(c), using a minimum of 40 feet of bare copper conductor not smaller than No. 4/0 AWG. If concrete foundation is less than 20 feet long, coil excess conductor within the base of the foundation. Bond grounding conductor to reinforcing steel in at least four locations and to anchor bolts. Extend grounding conductor below grade and connect to building grounding grid or to a grounding electrode external to concrete. K. A 3' x 4"x'/4"copper ground bus shall be installed in electrical rooms. All equipment shall be bonded to the ground bus in addition to NEC required grounds. L. Made electrodes shall have a measured earth resistance of 10 ohms or less and systems shall be 5 ohms or less. 3.05 CONNECTIONS A. General: Make connections so galvanic action or electrolysis possibility is minimized. Select connectors, connection hardware, conductors, and connection methods so metals in direct contact will be galvanically compatible. 1. Use electroplated or hot-tin-coated materials to ensure high conductivity and to make contact points closer to order of galvanic series. 2. Make connections with clean, bare metal at points of contact. 3. Coat and seal connections having dissimilar metals with inert material to prevent future penetration of moisture to contact surfaces. B. Exothermic-Welded Connections: Comply with manufacturer's written instructions. Welds that are puffed up or that show convex surfaces indicating improper cleaning are not acceptable. TP-274 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 394 of 630 C. Equipment Grounding Conductor Terminations: For No. 8 AWG and larger, use pressure-type grounding lugs. No. 10 AWG and smaller grounding conductors may be terminated with winged pressure-type connectors. D. Noncontact Metal Raceway Terminations: If metallic raceways terminate at metal housings without mechanical and electrical connection to housing,terminate each conduit with a grounding bushing. Connect grounding bushings with a bare grounding conductor to grounding bus or terminal in housing. Bond electrically non-continuous conduits at entrances and exits with grounding bushings and bare grounding conductors, unless otherwise indicated. E. Connections at Test Wells: Use compression-type connectors on conductors and make bolted-and clamped-type connections between conductors and ground rods. F. Tighten screws and bolts for grounding and bonding connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A. G. Compression-Type Connections: Use hydraulic compression tools to provide correct circumferential pressure for compression connectors. Use tools and dies recommended by connector manufacturer. Provide embossing die code or other standard method to make a visible indication that a connector has been adequately compressed on grounding conductor. H. Moisture Protection: If insulated grounding conductors are connected to ground rods or grounding buses, insulate entire area of connection and seal against moisture penetration of insulation and cable. I. Ground bus connections: Shall be one hole, pressure indented copper cable termination, type Burndy Hylug, T&B blue, or equal. Install with %2" galvanized or cadmium-plated steel machine bolts with beveled washer each side. 3.06 UNDERGROUND DISTRIBUTION SYSTEM GROUNDING A. Duct Banks: Install a grounding conductor with at least 50 percent ampacity of the largest phase conductor in the duct bank. B. Pad-Mounted Transformers and Switches: Install two ground rods and counterpoise circling pad. Ground pad-mounted equipment and noncurrent-carrying metal items associated with substations by connecting them to underground cable and grounding electrodes. Use tinned-copper conductor not less than No. 2 AWG for counterpoise and for taps to equipment ground pad. Bury counterpoise not less than 18 inches below grade and 6 inches from the foundation. 3.07 FIELD QUALITY CONTROL A. Testing: Perform the following field quality-control testing: 1. After installing grounding system but before permanent electrical circuitry has been energized,test for compliance with requirements. TP-275 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 395 of 630 2. Test completed grounding system at each location where a maximum ground-resistance level is specified, at service disconnect enclosure grounding terminal, and at ground test wells. Measure ground resistance not less than two full days after the last trace of precipitation, and without the soil being moistened by any means other than natural drainage or seepage and without chemical treatment or other artificial means of reducing natural ground resistance. Perform tests, by the fall-of-potential method according to IEEE 81. 3. A ground resistance test shall be conducted at each new electrical equipment or vault site without the benefit of connections to other sites. That is, all incoming duct bank grounding system conductors shall be disconnected during the test. Grounding electrodes shall be bonded together using the appropriate size grounding electrode conductors and UL listed connections. Connections shall be torque tightened to manufacturer's specifications. 4. Provide drawings locating each ground rod and ground rod assembly and other grounding electrodes, identify each by letter in alphabetical order, and key to the record of tests and observations. Include the number of rods driven and their depth at each location and include observations of weather and other phenomena that may affect test results. Describe measures taken to improve test results. a. Equipment Rated 500 kVA and Less: 10 ohms. b. Equipment Rated 500 to 1000 kVA: 5 ohms. c. Equipment Rated More Than 1000 kVA: 3 ohms. d. Substations and Pad-Mounted Switching Equipment: 5 ohms. e. Manhole Grounds: 10 ohms. 5. Excessive Ground Resistance: If resistance to ground exceeds specified values, notify the City's Representative promptly and include recommendations to reduce ground resistance. 3.08 GRADING AND PLANTING A. Restore surface features, including vegetation, at areas disturbed by Work of this Section. Reestablish original grades, unless otherwise indicated. If sod has been removed,replace it as soon as possible after backfilling is completed. Restore areas disturbed by trenching, storing of dirt, cable laying, and other activities to their original condition. Include application of topsoil, fertilizer, lime, seed, sod, sprig, and mulch. Comply with Division 32 Section "Turf and Grasses." Maintain restored surfaces. Restore disturbed paving as indicated. *** END OF SECTION *** SECTION 26 0529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS TP-276 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 396 of 630 PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following: 1. Hangers and supports for electrical equipment and systems. 2. Seismic restraints for electrical equipment and systems. 3. Construction requirements for concrete bases. 1.02 DEFINITIONS A. CBC: California Building Code B. EMT: Electrical metallic tubing. C. IMC: Intermediate metal conduit. D. RMC: Rigid metal conduit. E. Seismic Restraint: A structural support element such as a metal framing member, a cable, an anchor bolt or stud, a fastening device, or an assembly of these items used to transmit seismic forces from an item of equipment or system to building structure and to limit movement of item during a seismic event. 1.03 SUBMITTALS A. Product Data: Illustrate and indicate style,material, strength, fastening provision, and finish for each type and size of electrical support and seismic-restraint component used. 1. Tabulate types and sizes of seismic restraints, complete with report numbers and rated strength in tension and shear as evaluated by an agency acceptable to the City. 2. Annotate to indicate application of each product submitted and compliance with requirements. 1 B. Shop Drawings: Indicate materials and dimensions and identify hardware, including attachment and anchorage devices, signed and sealed by a qualified professional engineer. Professional engineer qualification requirements are specified in Division 01 Section"Quality Control". Include the following: 1. Seismic Restraints: Detail anchorage and bracing not defined by details or charts 1 on Drawings. Include the following: a. Design Analysis: To support selection and arrangement of seismic restraints. Include calculations of combined tensile and shear loads. b. Details: Detail fabrication and arrangement. Detail attachments of restraints to the restrained items and to the structure. Show attachment 1 locations,methods, and spacing. Identify components, list their strengths, 1 TP-277 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 397 of 630 and indicate directions and values of forces transmitted to the structure during seismic events. C. Coordination Drawings: Show coordination of seismic bracing for electrical components with other systems and equipment in the vicinity, including other supports and seismic restraints. D. Welding certificates. E. Qualification Data: For professional engineer and testing agency. F. Field quality-control test reports. 1.04 QUALITY ASSURANCE A. Comply with seismic-restraint requirements in the California Building Code B. Testing of Seismic Anchorage Devices: Comply with testing requirements in Part 3 and in Division 26 Section "Common Work Results for Electrical." C. Welding: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code- Steel." 1.05 PROJECT CONDITIONS A. Project Seismic Zone as Defined in the CBC: Zone 4. B. Project Seismic Zone Factor as Defined in the CBC: Zone Factor 0.40. PART 2 -PRODUCTS 2.01 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists,the following requirements apply to product selection: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01 Section"Product Options and Substitutions". Specific procedures must be followed before use of an unnamed product or manufacturer. 2.02 SUPPORT,ANCHORAGE,AND ATTACHMENT COMPONENTS A. Rated Strength: Adequate in tension, shear, and pullout force to resist maximum loads calculated or imposed under this Project, with a minimum structural safety factor of five times the applied force. TP-278 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 398 of 630 B. Steel Slotted Support Systems: Comply with MFMA-3, factory-fabricated components for field assembly. 1. Manufacturers: a. Cooper B-Line; a division of Cooper Industries. b. ERICO International Corporation. c. Allied Support Systems; Power-Strut Unit. d. GS Metals Corp. e. Michigan Hanger Co.,Inc.; 0-Strut Div. f. National Pipe Hanger Corp. g. Thomas &Betts Corporation. h. Unistrut; Tyco International,Ltd. i. Wesanco,Inc. j. Or equal. 2. Finishes: a. Metallic Coatings: Hot-dip galvanized after fabrication and applied according to MFMA-3. b. Nonmetallic Coatings: Manufacturer's standard PVC,polyurethane, or polyester coating applied according to MFMA-3. c. Painted Coatings: Manufacturer's standard painted coating applied according to MFMA-3. 3. Channel Dimensions: Selected for structural loading and applicable seismic forces. C. Raceway and Cable Supports: As described in NECA 1. D. Conduit and Cable Support Devices: Steel and malleable-iron hangers, clamps, and associated fittings, designed for types and sizes of raceway or cable to be supported. E. Support for Conductors in Vertical Conduit: Factory-fabricated assembly consisting of threaded body and insulating wedging plug or plugs for non-armored electrical conductors or cables in riser conduits. Plugs shall have number, size, and shape of conductor gripping pieces as required to suit individual conductors or cables supported. Body shall be malleable iron. F. Structural Steel for Fabricated Supports and Restraints: ASTM A 36/A 36M, steel plates, shapes, and bars; black and galvanized. G. Mounting,Anchoring, and Attachment Components: Items for fastening electrical items or their supports to building surfaces include the following: 1. Threaded-steel stud, for use in hardened Portland cement concrete, steel, or wood, with tension, shear, and pullout capacities appropriate for supported loads and building materials where used. a. Manufacturers: TP-279 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 399 of 630 1) Hilti,Inc. 2) ITW Construction Products. 3) MKT Fastening, LLC. 4) Simpson Strong-Tie Co.Inc. 5) Or equal. 2. Mechanical-Expansion Anchors: Insert-wedge-type, zinc-coated steel, for use in hardened Portland cement concrete with tension, shear, and pullout capacities appropriate for supported loads and building materials in which used. a. Manufacturers: 1) Cooper B-Line; a division of Cooper Industries. 2) Empire Tool and Manufacturing Co., Inc. 3) Hilti,Inc. 4) ITW Construction Products. 5) MKT Fastening,LLC. 6) Powers Fasteners. 7) Or equal. 3. Concrete Inserts: Steel or malleable-iron slotted-support-system units similar to MSS Type 18; complying with MFMA-3 or MSS SP-58. 4. Clamps for Attachment to Steel Structural Elements: MSS SP-58,type suitable for attached structural element. 5. Through Bolts: Structural type, hex head,high strength. Comply with ASTM A 325. 6. Toggle Bolts: All-steel springhead type. 7. Hanger Rods: Threaded steel. 2.03 SEISMIC-RESTRAINT COMPONENTS A. Rated Strength, Features, and Application Requirements for Restraint Components: As defined in reports by an agency acceptable to the City. 1. Structural Safety Factor: Strength in tension, shear, and pullout force of components used shall be at least five times the maximum seismic forces to which they will be subjected. B. Angle and Channel-Type Brace Assemblies: Steel angles or steel slotted-support-system components; with accessories for attachment to braced component at one end and to building structure at the other end. C. Cable Restraints: ASTM A 603,zinc-coated, steel wire rope attached to steel or stainless-steel thimbles, brackets, swivels, and bolts designed for restraining cable service. 1. Manufacturers: a. Amber/Booth Company, Inc. b. Loos & Co.,Inc. TP-280 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 400 of 630 c. Mason Industries,Inc. d. Or equal. 2. Seismic Mountings,Anchors, and Attachments: Devices as specified in Part 2 "Support,Anchorage, and Attachment Components" Article, selected to resist seismic forces. 3. Hanger Rod Stiffener: Reinforcing steel angle clamped to hanger rod, of design recognized by an agency acceptable to the City.Retain both subparagraphs below for projects subject to seismic design requirements; delete if bushing requirements are included in details or charts on Drawings. 4. Bushings for Floor-Mounted Equipment Anchors: Neoprene units designed for seismically rated rigid equipment mountings, and matched to type and size of anchor bolts and studs used. 5. Bushing Assemblies for Wall-Mounted Equipment Anchorage: Assemblies of neoprene elements and steel sleeves designed for seismically rated rigid equipment mountings, and matched to type and size of attachment devices used. 2.04 FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES A. Description: Welded or bolted, structural-steel shapes, shop or field fabricated to fit dimensions of supported equipment. B. Materials: Comply with requirements in Division 05 Section "Metal Fabrications" for steel shapes and plates. PART 3 -EXECUTION 3.01 APPLICATION A. Comply with NECA 1 for application of hangers and supports for electrical equipment and systems, except if requirements in this Section are stricter. B. Maximum Support Spacing and Minimum Hanger Rod Size for Raceway: Space supports for EMT, and RMC as scheduled in NECA 1,where Table 1 lists maximum spacing less than stated in. Minimum rod size shall be 1/4 inch in diameter. C. For individual conduit runs not directly fastened to the structure, use rod hangers. D. Arrange conduit supports to prevent distortion of alignment by wire pulling operations. Fasten conduit using galvanized straps, lay-in adjustable hangers, clevis hangers, or bolted split galvanized hangers. E. Do not fasten conduit with wire or perforated pipe straps. Remove wire used for temporary conduit support during construction before conductors are pulled. Do not use — ceiling wire to support conduit. F. Multiple Raceways or Cables: Install trapeze-type supports fabricated with steel slotted support system, sized so capacity can be increased by at least 25 percent in TP-281 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 401 of 630 future without exceeding specified design load limits. Supports should be spaced for maximum deflection of conduit not greater than 1/8". 1. Secure raceways and cables to trapeze member with clamps. 3.02 SUPPORT AND SEISMIC-RESTRAINT INSTALLATION A. Comply with NECA 1 for installation requirements, except as specified in this Article. B. Raceway Support Methods: In addition to methods described in NECA 1,EMT, RMC may be supported by openings through structure members, as permitted in CEC (NFPA 70). C. Install seismic-restraint components using methods approved by the evaluation service providing required submittals for component. D. Drill holes for expansion anchors in concrete at locations and to depths that avoid reinforcing bars. 3.03 INSTALLATION OF FABRICATED METAL SUPPORTS A. Comply with installation requirements in Division 05 Section "Metal Fabrications" for site-fabricated metal supports. B. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor electrical materials and equipment. C. Field Welding: Comply with AWS D1.1/D1.1M. 3.04 CONCRETE BASES A. Concrete Bases: Anchor equipment to concrete base according to equipment manufacturer's written instructions and seismic criteria. B. Construct concrete bases of dimensions indicated but not less than 4 inches larger in both directions than supported unit, and so expansion anchors will be a minimum of 10 bolt diameters from edge of the base. 1. Install dowel rods to connect concrete base to concrete floor. Install dowel rods on 18-inch centers minimum around full perimeter of the base. 2. Install epoxy-coated anchor bolts for supported equipment that extend through concrete base, and anchor into structural concrete floor. 3. Place and secure anchorage devices. Use supported equipment manufacturer's setting drawings,templates, diagrams, instructions, and directions furnished with items to be embedded. 4. Install anchor bolts to elevations required for proper attachment to supported equipment. 5. Install anchor bolts according to anchor-bolt manufacturer's written instructions. TP-282 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 402 of 630 6. Use minimum 3000-psi,28-day compressive-strength concrete. Concrete materials,reinforcement, and placement requirements are specified in Division 03 Section "Cast-in-Place Concrete." 3.05 INSTALLATION OF SEISMIC-RESTRAINT COMPONENTS A. Install bushing assemblies for anchor bolts for floor-mounted equipment, arranged to provide resilient media between anchor bolts and mounting hole in concrete base. B. Install bushing assemblies for mounting bolts for wall-mounted equipment, arranged to provide resilient media where equipment or equipment-mounting channels are attached to wall. C. Restraint Cables: Provide slack within maximums recommended by manufacturer. D. Attachment to Structure: If specific attachment is not indicated, anchor bracing to structure at flanges of beams, upper truss chords of bar joists, or at concrete members. E. Provide raceway fixtures and equipment systems with appropriate longitudinal and cross bracing to satisfy Seismic Zone 4 requirements. 3.06 INSTALLATION OF RACKS AND SUPPORTS IN MANHOLES A. Mechanically attach cable racks in all manholes at approximately 2 feet—6 inch intervals,to the concrete side walls with an approved masonry fastener or bolts. Racks and support arms shall be hot-dipped galvanized steel construction. Support arms shall be equipped with porcelain, saddle type, and double hook insulators. Fastening hardware,bolts,washers, and nuts shall be galvanized steel. B. Each rack shall contain adjustable heavy-duty support arm(s). C. Each support arm shall contain a minimum of three each porcelain insulators placed on brackets so that the top surface insulator will be in contact with the cable PVC jacket. Use of supporting members made of metallic or other conducting materials in actual physical contact with the cable jacket is prohibited. D. Ground cable racks, supports, metal conduits and the like. 3.07 ACCOMMODATION OF DIFFERENTIAL SEISMIC MOTION A. Make flexible connections in runs of raceways, cables,wireways, cable trays, and busways where they cross expansion and seismic-control joints,where adjacent sections or branches are supported by different structural elements, and where they terminate with connection to electrical equipment that is anchored to a different structural element from the one supporting them as they approach equipment. 3.08 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports. TP-283 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 403 of 630 B. Testing: Test pullout resistance of seismic anchorage devices. 1. Provide evidence of recent calibration of test equipment by a testing agency acceptable to authorities having jurisdiction. 2. Schedule test with University's Representative,through Architect, before connecting anchorage device to restrained component and with at least seven days' advance notice. 3. Test at least four of each type and size of installed anchors and fasteners selected by City's Representative. 4. Test to 90 percent of rated proof load of device. 5. If a device fails test,modify all installations of same type and retest until satisfactory results are achieved. C. Record test results. *** END OF SECTION *** SECTION 26 0533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical wiring. B. Related Sections include the following: 1. Division 26 Section "Underground Ducts and Raceways for Electrical Systems" for exterior duct banks, manholes, and underground utility construction. 2. Division 26 Section "Hangers and Supports for Electrical Systems" for seismic restraints and bracing of raceways, boxes, enclosures, and cabinets. 1.02 DEFINITIONS A. EMT: Electrical Metallic Tubing. B. ENT: Electrical Non-metallic Tubing. C. FMC: Flexible Metal Conduit. D. IMC: Intermediate Metal Conduit. E. LFMC: Liquid-Tight Flexible Metal Conduit. F. LFNC: Liquid-Tight Flexible Non-metallic Conduit. TP-284 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 404 of 630 G. RGS: Rigid Galvanized Steel Conduit. H. RNC: Rigid Nonmetallic Conduit 1.03 SUBMITTALS A. Product Data: For surface raceways,wireways and fittings. 1.04 QUALITY ASSURANCE A. Electrical Components,Devices, and Accessories: Listed and labeled as defined in NFPA 70,Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70. 1.05 COORDINATION A. Coordinate layout and installation of raceways, boxes, enclosures, cabinets, and suspension system with other construction that penetrates ceilings or is supported by them, including light fixtures,HVAC equipment, fire-suppression system, and partition assemblies. PART 2-PRODUCTS 2.01 MANUFACTURERS A. In other Part 2 articles where subparagraph titles below introduce lists,the following requirements apply for product selection: 1. Manufacturers: Subject to compliance with requirements, provide products by the manufacturers specified. 2. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01 Section"Product Options and Substitutions". Specific procedures must be followed before use of an unnamed product or manufacturer. 2.02 METAL CONDUIT AND TUBING A. Manufacturers: 1. AFC Cable Systems, Inc. 2. Alflex Inc. 3. Anamet Electrical,Inc.;Anaconda Metal Hose. 4. Electri-Flex Co. 5. Grinnell Co./Tyco International;Allied Tube and Conduit Div. 6. LTV Steel Tubular Products Company. 7. Manhattan/CDT/Cole-Flex. 8. O-Z Gedney; Unit of General Signal. TP-285 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 405 of 630 9. Wheatland Tube Co. 10. Or equal. B. Rigid Galvanized Steel Conduit(RGS): ANSI C80.1. C. Plastic-Coated Steel Conduit and Fittings: NEMA RN 1. D. EMT and Fittings: ANSI C80.3. 1. Fittings: Compression type, Set Screw not allowed. E. FMC: Zinc-coated steel. F. LFMC: Flexible steel conduit with PVC jacket. G. Fittings: NEMA FB 1; compatible with conduit and tubing materials. 2.03 NONMETALLIC CONDUIT AND TUBING A. Manufactures: 1. American International. 2. Anamet Electrical,Inc.;Anaconda Metal Hose. 3. Arnco Corp. 4. Cantex Inc. 5. Certainteed Corp.; Pipe&Plastics Group. 6. Condux International. 7. EIecSYS, Inc. 8. Electri-Flex Co. 9. Lamson& Sessions; Carlon Electrical Products. 10. Manhattan/CDT/Cole-Flex. 11. RACO; Division of Hubbell,Inc. 12. Spiralduct, Inc./AFC Cable Systems, Inc. 13. Thomas &Betts Corporation. 14. Or equal. B. ENT: NEMA TC 13. C. RNC: NEMA TC 2, Schedule 40 and Schedule 80 PVC. D. ENT and RNC Fittings: NEMA TC 3;match to conduit or tubing type and material. E. LFNC: UL 1660. 2.04 METAL WIREWAYS A. Manufacturers: 1. Hoffman. 2. Square D. TP-286 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 406 of 630 3. Or equal. B. Material and Construction: Sheet metal sized and shaped as indicated,NEMA 1 or 3R. C. Fittings and Accessories: Include couplings, offsets, elbows, expansion joints, adapters, hold-down straps, end caps, and other fittings to match and mate with wireways as required for complete system. D. Select features, unless otherwise indicated, as required to complete wiring system and to comply with NFPA 70. E. Wireway Covers: Screw-cover type. F. Finish: Manufacturer's standard enamel finish. 2.05 BOXES,ENCLOSURES,AND CABINETS A. Manufacturers: 1. Cooper Crouse-Hinds;Div. of Cooper Industries,Inc. 2. Emerson/General Signal;Appleton Electric Company. 3. Erickson Electrical Equipment Co. 4. Hoffman. 5. Hubbell,Inc.; Killark Electric Manufacturing Co. 6. O-Z/Gedney;Unit of General Signal. 7. RACO; Division of Hubbell,Inc. 8. Robroy Industries, Inc.;Enclosure Division. 9. Scott Fetzer Co.; Adalet-PLM Division. 10. Spring City Electrical Manufacturing Co. 11. Thomas &Betts Corporation. 12. Walker Systems,Inc.; Wiremold Company (The). 13. Woodhead,Daniel Company; Woodhead Industries, Inc. Subsidiary. 14. Or equal B. Sheet Metal Outlet and Device Boxes: NEMA OS 1. C. Cast-Metal Outlet and Device Boxes: NEMA FB 1,Type FD, with gasketed cover. D. Small Sheet Metal Pull and Junction Boxes: NEMA OS 1. E. Cast-Metal Pull and Junction Boxes: NEMA FB 1, cast aluminum with gasketed cover. F. Hinged-Cover Enclosures: NEMA 250, Type 1,with continuous hinge cover and flush latch. 1. Metal Enclosures: Steel, finished inside and out with manufacturer's standard enamel. 2. Nonmetallic Enclosures: Plastic, finished inside with radio-frequency-resistant paint. TP-287 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 407 of 630 G. Cabinets: NEMA 250, Type 1, galvanized steel box with removable interior panel and removable front, finished inside and out with manufacturer's standard enamel. Hinged door in front cover with flush latch and concealed hinge. Key latch to match panelboards. Include metal barriers to separate wiring of different systems and voltage and include accessory feet where required for freestanding equipment. 2.06 FACTORY FINISHES A. Finish: For raceway, enclosures, or cabinet components,provide manufacturer's standard prime-coat finish ready for field painting. B. Finish: For raceway, enclosures, or cabinet components,provide manufacturer's standard paint applied to factory-assembled surface raceways, enclosures, and cabinets before shipping. PART 3 -EXECUTION 3.01 RACEWAY APPLICATION A. Outdoors: Apply Raceways products as specified below, unless otherwise indicated: 1. Exposed: RGS or IMC is acceptable for 600V or Below. 2. Concealed,Above ground: EMT,RGS or IMC. 3. Underground, Single Run: RNC. 4. Underground, Grouped: RNC. 5. Connection to Vibrating Equipment(Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor-Driven Equipment): LFMC. 6. Boxes and Enclosures: NEMA 250, Type 3R. B. Indoors: Comply with the following applications, unless otherwise indicated: 1. Exposed,Not Subject to Physical Damage: EMT 2. Exposed,Not Subject to Severe Physical Damage: EMT 3. Exposed, Subject to Severe Physical Damage: RGS 4. Exposed,Include Raceways in the following Locations: RGS a. Mechanical Rooms. b. Hazardous/Corrosive Locations. 5. Concealed in Ceilings and Interior Walls and Partitions: EMT TP-288 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 408 of 630 6. Connection to Vibrating Equipment(Including Transformers and Hydraulic, Pneumatic,Electric Solenoid, or Motor-Driven Equipment): FMC; except use LFMC in damp or wet locations. 7. Damp or Wet Locations: RGS 8. Raceways for Signal System or Communications Cable in spaces for Environmental Air: Plenum-Type, Signal System/Communications Cable Raceways and/or EMT 9. Raceways for Signal System or Communications Cable Risers in Vertical Shafts: Riser-Type, Signal System/Communications Cable Raceways and/or EMT 10. Raceways for concealed general purpose distribution for Signal System or Communications Cable: General-Use, Signal System/Communications Cable raceway [Riser-Type, Signal System/Communications Cable raceways; Plenum-Type, Signal System/Communications Cable raceways], and/or EMT 11. Boxes and Enclosures: NEMA 250, Type 1, except in damp or wet locations, use NEMA 250, Type 4, Stainless Steel. C. Minimum Raceway Size Indoors: 3/4-inch trade size. D. Minimum Raceway Size Underground: 1-inch trade size. E. Raceway Fittings: Compatible with raceways and suitable for use and location. 1. Rigid and Intermediate Steel Conduit: Use threaded rigid steel conduit fittings, unless otherwise indicated. 2. PVC Externally Coated,Rigid Steel Conduits: Use only fittings approved for use with that material. Patch all nicks and scrapes in PVC coating after installing conduits and fittings.Use sealant recommended by fitting manufacturer. F. Install nonferrous conduit or tubing for circuits operating above 60 Hz. Where aluminum raceways are installed for such circuits and pass through concrete, install in nonmetallic sleeve. G. Do not install aluminum conduits embedded in or in contact with concrete. 3.02 INSTALLATION A. Keep raceways at least 6 inches away from parallel runs of flues and steam or hot-water pipes. Install horizontal raceway runs above water and steam piping. B. Complete raceway installation before starting conductor installation. C. Support raceways as specified in Division 26 Section "Hangers and Supports for Electrical Systems." D. Install temporary closures to prevent foreign matter from entering raceways. TP-289 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 409 of 630 E. Protect stub-ups from damage where conduits rise through floor slabs. Arrange so curved portions of bends are not visible above the finished slab. F. Make bends and offsets so ID is not reduced. Keep legs of bends in the same plane and keep straight legs of offsets parallel, unless otherwise indicated. G. Install NO more than the equivalent of(3)three 90-degree bends in any conduit run except for communications conduits, for which fewer bends are allowed. H. Concealed Raceways: 1. Conceal conduits and EMT within finished walls, ceilings, and floors,unless otherwise indicated. 2. Install concealed raceways with a minimum of bends in the shortest practical distance, considering type of building construction and obstructions, unless otherwise indicated. I. Raceways Embedded in Slabs: 1. Install in middle 1/3 of slab thickness where practical and leave at least 2 inches of concrete cover. 2. Secure raceways to reinforcing rods to prevent sagging or shifting during concrete placement. 3. Space raceways laterally to prevent voids in concrete. 4. Run conduit larger than 1-inch trade size parallel or at right angles to main reinforcement. Where at right angles to reinforcement, place conduit close to slab support. 5. Change from nonmetallic tubing to Schedule 80 nonmetallic conduit, RGS, or IMC before rising above the floor. J. Install exposed raceways parallel or at right angles to nearby surfaces or structural members and follow surface contours as much as possible. 1. Run parallel or banked raceways together on common supports. 2. Make parallel bends in parallel or banked runs. Use factory elbows only where elbows can be installed parallel; otherwise, provide field bends for parallel raceways. K. Join raceways with fittings designed and approved for that purpose and make joints tight. 1. Use insulating bushings to protect conductors. L. Tighten set screws of thread less fittings with suitable tools. M. Threaded Conduit Joints, exposed to wet, damp, corrosive, or outdoor conditions: Apply compound to threads of raceways and fittings before making up joints. Follow compound's manufacturers written instructions. N. Terminations: TP-290 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 410 of 630 1. Where raceways are terminated with locknuts and bushings, align raceways to enter squarely and install locknuts with dished part against box. Use two locknuts, one inside and one outside box. 2. Where raceways are terminated with threaded hubs, screw raceways or fittings tightly into hub so end bears against wire protection shoulder. Where chase nipples are used, align raceways so coupling is square to box;tighten chase nipple so no threads are exposed. 3. Where raceway terminations are subjected to moisture or vibration: use insulating bushing to protect conductors, including conductors smaller than No. 4 AWG. O. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not less than 200-lb tensile strength. Leave at least 12 inches of slack at each end of pull wire. P. Install raceway sealing fittings at suitable, approved, and accessible locations and fill them with UL-listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces. Install raceway sealing fittings at the following points: 1. Where conduits pass from warm to cold locations, such as boundaries of refrigerated spaces. 2. Where otherwise required by NFPA 70. Q. Stub-up Connections: Extend conduits through concrete floor for connection to freestanding equipment. Install with an adjustable top or coupling threaded inside for plugs set flush with finished floor. Extend conductors to equipment with rigid steel conduit; FMC may be used 6 inches above the floor. Install screwdriver-operated, threaded plugs flush with floor for future equipment connections. R. Expansion-Joint Fittings for RNC: Install in each run of aboveground conduit that is located where temperature change may exceed 30 degrees F, and that has a straight-run length that exceeds 25 feet. 1. Install expansion joint fittings for each of the following locations, and provide type and quantity of fittings that accommodate temperature change listed for location: a. Outdoor Locations Not Exposed to Direct Sunlight: 125 degrees F temperature change. b. Outdoor Locations Exposed to Direct Sunlight: 155 degrees F temperature change. c. Indoor Spaces: Connected with the outdoors without physical separation, 125 degrees F temperature change. d. Attics: 135 degrees F temperature change. 2. Install fitting(s)that provide expansion and contraction for at least 0.00041 inch per foot of length of straight run per degree F of temperature change. 3. Install each expansion joint fitting with position, mounting, and piston setting selected according to manufacturer's written instructions for conditions at specific location at the time of installation. TP-291 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 411 of 630 S. Flexible Connections: Use maximum of 72 inches of flexible conduit for recessed and semi recessed lighting fixtures; for equipment subject to vibration, noise transmission, or movement; and for all motors. Install separate ground conductor across flexible connections. 1. Use LFMC in damp or wet locations subject to severe physical damage. 2. Use LFMC or LFNC in damp or wet locations not subject to severe physical damage. T. Surface Raceways: Install a separate, green, ground conductor in raceways from junction box supplying raceways to receptacle or fixture ground terminals. U. Recessed boxes in Masonry walls. Saw-Cut opening for box in center of cell of masonry block, and install box flush with surface of wall. 3.03 PROTECTION A. Provide final protection and maintain conditions that ensure coatings, finishes, and cabinets are without damage or deterioration at time of Substantial Completion. 1. Repair damage to galvanized finishes with zinc-rich paint recommended by manufacturer. 2. Repair damage to PVC or paint finishes with matching touchup coating recommended by manufacturer. 3.04 CLEANING A. After completing installation of exposed, factory-finished raceways and boxes, inspect exposed finishes and repair damaged finishes. *** END OF SECTION *** SECTION 26 0543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following: 1. Ducts in concrete-encased duct banks. 2. Handholes and Handhole accessories. B. Related Sections include the following: TP-292 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 412 of 630 1. Division 26 Section "Grounding and Bonding for Electrical Systems" for grounding electrodes, counterpoise conductors, clamps and connectors for grounding metallic handhole accessories, and testing of grounds. 1.02 SUBMITTALS A. Product Data: For the following: 1. Handhole hardware. 2. Conduit and ducts, including elbows, bell ends,bends, fittings, and solvent cement. 3. Duct-bank materials, including spacers and miscellaneous components. 4. Warning tape. B. Shop Drawings: Show fabrication and installation details for underground ducts and utility structures and include the following: 1. For precast handholes, Shop Drawings shall be signed and sealed by a qualified professional engineer, and shall show the following: a. Construction of individual segments. b. Joint details. c. Design calculations. C. Coordination Detailing Activity Drawings: Show duct profiles and coordination with other utilities and underground structures. Include plans and sections drawn to scale, and show all bends and location of expansion fittings. D. Product Test Reports: Indicate compliance of manholes with ASTM C 857 and ASTM C 858, based on factory inspection. 1.03 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories Listed and labeled as defined in NFPA 70,Article 100,by a testing agency acceptable to the City's Representative, and marked for intended use. B. Comply with ANSI C2. C. Comply with California Electric Code (NFPA 70). 1.04 DELIVERY, STORAGE,AND HANDLING A. Deliver ducts to Project site with ends capped. Store nonmetallic ducts with supports to prevent bending,warping, and deforming. B. Store precast concrete units at Project site as recommended by manufacturer to prevent physical damage. Arrange so identification markings are visible. C. Lift and support precast concrete units only at designated lifting or supporting points. TP-293 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 413 of 630 1.05 PROJECT CONDITIONS A. Existing Utilities: Do not interrupt utilities serving facilities occupied by others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated. 1. Notify the City's Representative fourteen days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without City Representative's written permission. 1.06 COORDINATION A. Coordinate layout and installation of ducts and handholes with final arrangement of other utilities and site grading, as determined in the field. B. Coordinate elevations of ducts and duct-bank entrances with final profiles of conduits as determined by coordination with other utilities and underground obstructions. Revise locations and elevations from those indicated as required to suit field conditions and to ensure duct runs drain to manholes and handholes, and as approved by the City's Representative. PART 2 -PRODUCTS 2.01 PRODUCTS AND MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Underground Precast Concrete Utility Structures: a. Christy Concrete Products,Inc. b. Jensen Precast. c. Utility Vault Co. d. Or equal. 2. Frames and Covers: a. Alhambra Foundry b. Campbell Foundry Co. c. East Jordan Iron Works,Inc. d. McKinley Iron Works, Inc. e. Neenah Foundry Co. f. Or equal. 3. Nonmetallic Ducts and Accessories: a. Arnco Corp. b. Beck Manufacturing Inc. c. Cantex,Inc. d. Certainteed Corp.; Pipe &Plastics Group. TP-294 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 414 of 630 e. ElecSys, Inc. f. Electri-Flex Co. g. Lamson& Sessions; Carlon Electrical Products. h. Manhattan/CDT/Cole-Flex. i. Spiraduct/AFC Cable Systems,Inc. j. Or equal. B. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01 Section"Product Options and Substitutions". Specific procedures must be followed before use of an unnamed product or manufacturer. 2.02 CONDUIT A. Conduit and fittings are specified in Division 26 Section "Raceways and Boxes for Electrical Systems." 2.03 DUCTS A. Rigid Nonmetallic Conduit: NEMA TC 2, Type EPC-40-PVC,UL 651, with matching fittings by the same manufacturer as the conduit, complying with NEMA TC 3 and UL 514B. 2.04 HANDHOLES A. Cast-Metal Boxes: Cast aluminum,with outside flanges and recessed, gasketed cover for flush mounting and with nonskid finish and legend on cover. Unit,when buried, shall be designed to support AASHTO H10 loading for sidewalk and landscaped areas and HS20 for roadways,parking lots and loading docks. B. Precast Handholes: Reinforced concrete, monolithically poured walls and bottom,with steel frame and access door assembly as the top of handhole. Duct entrances and windows shall be located near corners to facilitate racking. Pulling-in irons and other built-in items shall be installed before pouring concrete. Cover shall have nonskid finish and legend. Unit,when buried, shall be designed to support AASHTO H10 loading for sidewalk and landscaped areas and HS20 for roadways,parking lots and loading docks. C. Cover Legend: "ELECTRIC." 2.05 ACCESSORIES A. Duct Spacers: Rigid PVC interlocking spacers, selected to provide minimum duct spacing and cover depths indicated while supporting ducts during concreting and _ backfilling; produced by the same manufacturer as the ducts. B. Sump Frame and Grate: ASTM A 48, Class 30B gray cast iron. TP-295 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 415 of 630 C. Grounding Materials: Comply with Division 26 Section "Grounding and Bonding for Electrical Systems." D. Duct-Sealing Compound: Non-hardening, safe for contact with human skin, not deleterious to cable insulation, and workable at temperatures as low as 35 deg F. Capable of withstanding temperature of 300 deg F without slump and of adhering to clean surfaces of plastic ducts, metallic conduits, conduit coatings, concrete, masonry, lead, cable sheaths, cable jackets, insulation materials, and common metals. E. Warning Tape: Underground-line warning tape specified in Division 26 Section " Identification for Electrical Systems." 2.06 CONSTRUCTION MATERIALS A. Damp proofing: Comply with Division 07 Section "Bituminous Damp proofing." B. Mortar: Comply with ASTM C 270, Type M, except for quantities less than 2.0 cu. ft. where packaged mix complying with ASTM C 387, Type M,may be used. C. Concrete: Use 3000-psi minimum, 28-day compressive strength and 1-inch maximum aggregate size. Concrete and reinforcement are specified in Division 03 Section "Cast-in-Place Concrete." Provide red dye added to concrete during batching for medium voltage as follows: 1. 2.0 lbs. of dye per 94 lb. bag of cement. a. Color: Davis Color No. 1117. PART 3 -EXECUTION 3.01 APPLICATION A. Underground Ducts for Electrical Cables Lower Than 600 V: Type EPC-40-PVC B. Underground Ducts for Telephone Utility Service: Type EPC-40-PVC, direct-buried duct bank, except use Type EPC-80-PVC when crossing roads. 3.02 EARTHWORK A. Excavation and Backfill: Comply with Division 31 Section "Earth Moving" but do not use heavy-duty,hydraulic-operated, compaction equipment. B. Restore surface features at areas disturbed by excavation and reestablish original grades, unless otherwise indicated. Replace removed sod immediately after backfilling is completed. C. Restore all areas disturbed by trenching, storing of dirt, cable laying, and other work. Restore vegetation and include necessary top soiling, fertilizing, liming, seeding, sodding, sprigging, and mulching. TP-296 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 416 of 630 D. Restore disturbed pavement. Refer to Division 01 Section "Cutting and Patching". 3.03 CONDUIT AND DUCT INSTALLATION A. Exercise care in excavating,trenching, and working near existing utilities.Locate any existing buried utilities before excavating. B. Duct bank trench shall be shored, framed and braced for installing ducts. Frames, forms, and braces shall be either wood or steel. Variations in outside dimensions of the installed duct bank shall not exceed 2-inches on the vertical or the horizontal from the design. Remove forms and bracing after 24 hours and before backfilling. C. Slope: Pitch ducts a minimum slope of 1:300 down toward handholes and away from buildings and equipment. Slope ducts from a high point in runs between handholes to drain in both directions. Duct banks shall be laid to a minimum grade slope of 4-inches per 100 feet. This slope may be from one manhole to the next or both ways from a high point between manholes, depending upon the contour of the finished grade. D. As a general rule, depths shall be a minimum of three feet,but not more than six feet. E. Curves and Bends: Use manufactured 60-inches minimum elbows for stub-ups at equipment, communication pull boxes or enclosures and at building entrances. Use manufactured long sweep bends with a minimum radius of 25 feet, both horizontally and vertically, at other locations. Manufactured long radius bends may be used in runs of 100 feet or less. Vertical feeder sweep into buildings shall be coated steel. F. Use solvent-cement joints in ducts and fittings and make watertight according to manufacturer's written instructions. Stagger couplings so those of adjacent ducts do not lie in the same plane. G. Building Entrances: Make a transition from underground duct to conduit at least 10 feet outside the building wall. Use fittings manufactured for this purpose. Follow the appropriate installation instructions below: 1. Direct-Buried,Non-encased Ducts at Non-waterproofed Wall Penetrations: Install a Schedule 40, galvanized steel pipe sleeve for each duct. Calk space between conduit and sleeve with duct-sealing compound on both sides for moisture-tight seal. 2. Waterproofed Wall and Floor Penetrations: Install a watertight entrance-sealing device with sealing gland assembly on the inside. Anchor device into masonry construction with one or more integral flanges. Secure membrane waterproofing to the device to make permanently watertight. H. Direct-Buried Ducts: Support ducts on duct spacers, spaced as recommended by manufacturer and coordinated with duct size, duct spacing, and outdoor temperature. Install as follows: 1. Separator Installation: Space separators not more than 4 feet center-to-center -__ along entire length of duct bank including top pipes. 2. Install expansion fittings as shown on Shop Drawings. TP-297 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 417 of 630 3. Trench Bottom: Continuous, firm, and uniform support for duct bank. Prepare trench bottoms as specified in Division 31 Section "Earth Moving" for pipes less than 6 inches in nominal diameter. 4. Backfill: Install backfill as specified in Division 31 Section "Earth Moving." After installing first tier of ducts, backfill and compact. Repeat backfilling after placing each tier. After placing last tier,hand-place backfill to 4 inches over ducts and hand tamp. Firmly tamp backfill around ducts to provide maximum supporting strength. Use hand tamper only. After placing controlled backfill over final tier, complete backfilling normally. Do not place backfill for a period of at least 24 hours after pouring of concrete. 5. Minimum Clearances between Ducts: 3 inches between ducts for like services and 6 inches between power and signal ducts. 6. Depth: Install top of duct bank at least 36 inches below finished grade,unless otherwise indicated. I. Warning Tape: Bury warning tape approximately 12 inches above all concrete-encased duct banks. Align tape parallel to and within 3 inches of the centerline of duct bank. J. Stub-ups: Use rigid steel conduit for stub-ups to equipment. For equipment mounted on outdoor concrete bases, extend steel conduit a minimum of 5 feet from edge of base. Install insulated grounding bushings on terminations. Couple steel conduits to ducts with adapters designed for this purpose and encase coupling with 3 inches of concrete. Galvanized steel conduits installed below grade shall be painted with two coats of Koppers Bitumastic paint before installing in ground. K. Sealing: Provide temporary closure at terminations of ducts that have cables pulled. Seal spare ducts at terminations. Use sealing compound and plugs to withstand at least 15-psig hydrostatic pressure. L. Pulling Cord: Install 100-lbf-test nylon cord in ducts, including spares. 3.04 HANDHOLE INSTALLATION A. Elevation: Install manholes with rooftop at least 15 inches below finished grade. Install handholes with depth as indicated. Where indicated, cast handhole cover frame directly into roof of handhole and set roof surface 1 inch above grade. Place and align precast manholes to provide horizontal tolerance of 2 inches in any direction and vertical alignment with not greater than 1/8-inch maximum tolerance for 6 foot of depth. Completed manhole shall be rigid,true to dimensions and alignment, and shall be watertight. B. Drainage: Install drains in bottom of units where indicated. Coordinate with drainage provisions indicated. Sumps shall be knocked out at time of installation. C. Access: Install cast-iron frame and cover. 1. Install precast collars and rings to support frame and cover and to connect cover with roof opening. Provide moisture-tight masonry joints and waterproof grouting for cast-iron frame to chimney. TP-298 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 418 of 630 2. Set frames in paved areas and traffic ways flush with finished grade. Set other frames 1 inch above finished grade. D. Waterproofing: Apply waterproofing to exterior surfaces of units after concrete has cured at least three days. Apply according to Division 07 Section "Cold-Fluid Applied Water Proofing." After ducts have been connected and grouted, and before backfilling, waterproof joints and connections and touch up abrasions and scars. Waterproof exterior of manhole and handhole chimneys after brick mortar has cured at least three days. Seal manhole section joints with sealing compound recommended by the manhole manufacturer. Penetration into manholes and/or boxes shall be sealed. Provide conduit duct plugs for unused terminator openings of spare conduits in manhole. Do not water seal top removable cover until cable pulling has been completed. E. Damp proofing: Apply damp proofing to exterior surfaces of units after concrete has cured at least three days. Apply according to Division 07 Section "Bituminous Damp proofing." After ducts have been connected and grouted, and before backfilling, damp proof joints and connections and touch up abrasions and scars. Damp proof exterior of manhole and handhole chimneys after brick mortar has cured at least three days. F. Interior walls and ceiling shall be primed and painted with two coats flat white paint. G. Hardware: Install removable hardware, including pulling eyes, cable stanchions, cable arms, and insulators, as required for installation and support of cables and conductors and as indicated. H. Field-Installed Bolting Anchors: Do not drill deeper than 3-7/8 inches for anchor bolts installed in the field. Use a minimum of two anchors for each cable stanchion. I. Grounding: Install ground rod through floor in each structure with top protruding 6 inches above floor. Seal floor opening against water penetration with waterproof non-shrink grout. Ground exposed metal components and hardware with bare-copper ground conductors. Train conductors neatly around corners. Use cable clamps secured with expansion anchors to attach ground conductors. 3.05 FIELD QUALITY CONTROL A. Testing: Demonstrate capability and compliance with requirements on completion of installation of underground ducts and utility structures. B. Grounding: Test manhole grounding to ensure electrical continuity of grounding and bonding connections. Measure and report ground resistance as specified in Division 26 Section "Grounding and Bonding for Electrical Systems." C. Duct Integrity: Pull aluminum or wood test mandrel through duct to prove joint integrity and test for out-of-round duct. Provide mandrel equal to 80 percent fill of the duct. If obstructions are indicated, remove obstructions and retest. D. Correct installations if possible and retest to demonstrate compliance. Remove and replace defective products and retest. TP-299 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 419 of 630 3.06 CLEANING A. Pull leather-washer-type duct cleaner,with graduated washer sizes,through full length of ducts. Follow with rubber duct swab for final cleaning and to assist in spreading lubricant throughout ducts. B. Clean internal surfaces of manholes, including sump. Remove foreign material. C. After the duct line has been completed, a brush with stiff bristles shall be pulled through each duct to make certain that no particles of earth, sand or gravel have been left in the line. (Mandrels not less than 12 inches long,having a diameter approximately 1/4 inch less than inside diameter of the duct, shall be pulled through each duct).Leave a 3/8"-inch minimum polypropylene pull rope in each duct for future use. *** END OF SECTION *** SECTION 26 0548 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section includes seismic restraints and other earthquake-damage-reduction measures for electrical components. It complements optional seismic construction requirements in the various electrical component Sections. 1.02 DEFINITIONS A. CBC: California Building Code. B. Seismic Restraint: A fixed device (a seismic brace, an anchor bolt or stud, or a fastening assembly) used to prevent vertical or horizontal movement, or both vertical and horizontal movement, of an electrical system component during an earthquake. C. Mobile Structural Element: A part of the building structure such as a slab, floor structure,roof structure, or wall that may move independent of other mobile structural elements during an earthquake. 1.03 SUBMITTALS A. Product Data: Illustrate and indicate types, styles, materials, strength, fastening provisions, and finish for each type and size of seismic restraint component used. TP-300 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 420 of 630 1. Anchor Bolts and Studs: Tabulate types and sizes, complete with report numbers and rated strength in tension and shear as evaluated by ICBO Evaluation Service. B. Shop Drawings: For anchorage and bracing not defined by details and charts on Drawings. Indicate materials, and show designs and calculations signed and sealed by a professional engineer. 1. Design Analysis: To support selection and arrangement of seismic restraints. Include calculations of combined tensile and shear loads. 2. Details: Detail fabrication and arrangement. Detail attachment of restraints to both structural and restrained items. Show attachment locations,methods, and spacing, identifying components and listing their strengths. Indicate direction and value of forces transmitted to the structure during seismic events. C. Coordination Drawings: Plans and sections drawn to scale and coordinating seismic bracing for electrical components with other systems and equipment, including other seismic restraints, in the vicinity. D. Product Certificates: Signed by manufacturers of seismic restraints certifying that products furnished comply with requirements. E. Qualification Data: For firms and persons specified in "Quality Assurance" Article. F. Material Test Reports: From a qualified testing agency indicating and interpreting test results of seismic control devices for compliance with requirements indicated. 1.04 QUALITY ASSURANCE A. Comply with seismic restraint requirements in California Building Code/Code of Regulations, unless requirements in this Section are more stringent. B. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in California and who is experienced in providing seismic engineering services, including the design of seismic restraints,that are similar to those indicated for this Project. 1.05 PROJECT CONDITIONS A. Project Seismic Zone and Zone Factor as Defined in CBC: Zone 4,Zone Factor 0.40. B. Occupancy Category as Defined in CBC: I=1.0 standard occupancy. C. Acceleration Factor: 8 Km from seismic source B. D. Soil profile Type SC. E. For additional criteria, see Structural Drawings. TP-301 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 421 of 630 1.06 COORDINATION A. Coordinate layout and installation of seismic bracing with building structural system and architectural features, and with mechanical, fire-protection, electrical, and other building features in the vicinity. B. Coordinate concrete bases with building structural system. PART 2-PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements,provide products by one of the following: 1. B-Line Systems, Inc. 2. Erico,Inc. 3. Powerstrut. 4. Thomas &Betts Corp. 5. Unistrut Corporation. 6. Or equal. B. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01 Section"Product Options and Substitutions". Specific procedures must be followed before use of an unnamed product or manufacturer. 2.02 MATERIALS A. Use the following materials for restraints: 1. Indoor Dry Locations: Steel, zinc plated. 2. Outdoors and Damp Locations: Galvanized steel. 3. Corrosive Locations: Stainless steel. 2.03 ANCHORAGE AND STRUCTURAL ATTACHMENT COMPONENTS A. Strength: Defined in reports by ICBO Evaluation Service. 1. Structural Safety Factor: Strength in tension and shear of components used shall be at least two times the maximum seismic forces to which they will be subjected. B. Concrete and Masonry Anchor Bolts and Studs: Steel-expansion wedge type. C. Concrete Inserts: Steel-channel type. D. Through Bolts: Structural type, hex head, high strength. Comply with ASTM A 325. TP-3 02 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 422 of 630 E. Welding Lugs: Comply with MSS SP-69, Type 57. F. Beam Clamps for Steel Beams and Joists: Double sided. Single-sided type is not acceptable. G. Bushings for Floor-Mounted Equipment Anchors: Neoprene units designed for seismically rated rigid equipment mountings, and matched to the type and size of anchor bolts and studs used. H. Bushing Assemblies for Wall-Mounted Equipment Anchorage: Assemblies of neoprene elements and steel sleeves designed for seismically rated rigid equipment mountings, and matched to the type and size of attachment devices used. 2.04 SEISMIC BRACING COMPONENTS A. Slotted Steel Channel: 1-5/8-by-1-5/8-inch cross section, formed from 0.1046-inch- thick steel,with 9/16-by-7/8-inch slots at a maximum of 2-inches O.C. in webs, and flange edges turned toward web. 1. Materials for Channel: ASTM A 570, GR 33. 2. Materials for Fittings and Accessories: ASTM A 575, ASTM A 576, or ASTM A 36. 3. Fittings and Accessories: Products of the same manufacturer as channels and designed for use with that product. 4. Finish: Baked, rust-inhibiting, acrylic-enamel paint applied after cleaning and phosphate treatment,unless otherwise indicated. B. Channel-Type Bracing Assemblies: Slotted steel channel, with adjustable hinged steel brackets and bolts. C. Cable-Type Bracing Assemblies: Zinc-coated, high-strength steel wire rope cable attached to steel thimbles,brackets, and bolts designed for cable service. 1. Arrange units for attachment to the braced component at one end and to the structure at the other end. 2. Wire Rope Cable: Comply with ASTM 603. Use 49 or 133-strand cable with a minimum strength of 2 times the calculated maximum seismic force to be resisted. D. Hanger Rod Stiffeners: Slotted steel channels with internally bolted connections to hanger rod. PART 3 -EXECUTION 3.01 INSTALLATION A. Install seismic restraints according to applicable codes and regulations. TP-303 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 423 of 630 3.02 STRUCTURAL ATTACHMENTS A. Use bolted connections with steel brackets, slotted channel, and slotted-channel fittings to spread structural loads and reduce stresses in accordance with the structural engineer of record approval. B. Attachments to New Concrete: Bolt to channel-type concrete inserts or use expansion anchors. C. Attachments to Existing Concrete: Use expansion anchors. D. Holes for Expansion Anchors in Concrete: Drill at locations and to depths that avoid reinforcing bars. E. Attachments to Solid Concrete Masonry Unit Walls: Use expansion anchors. F. Attachments to Hollow Walls: Bolt to slotted steel channels fastened to wall with expansion anchors. G. Attachments to Wood Structural Members: Install bolts through members. H. Attachments to Steel: Bolt to clamps on flanges of beams or on upper truss chords of bar joists. 3.03 ELECTRICAL EQUIPMENT ANCHORAGE A. Anchor rigidly to a single mobile structural element or to a concrete base that is structurally tied to a single mobile structural element. B. Anchor panel boards,motor-control centers, motor controls, switchboards, switchgear, transformers, unit substations,fused power-circuit devices,transfer switches, busways, battery racks, static uninterruptible power units, power conditioners, capacitor units, communication system components, and electronic signal processing, control, and distribution units as follows: 1. Size concrete bases so expansion anchors will be a minimum of 10 bolt diameters from the edge of the concrete base. 2. Concrete Bases for Floor-Mounted Equipment: Use female expansion anchors and install studs and nuts after equipment is positioned. 3. Bushings for Floor-Mounted Equipment Anchors: Install to allow for resilient media between anchor bolt or stud and mounting hole in concrete. 4. Anchor Bolt Bushing Assemblies for Wall-Mounted Equipment: Install to allow for resilient media where equipment or equipment-mounting channels are attached to wall. 5. Torque bolts and nuts on studs to values recommended by equipment manufacturer. TP-304 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 424 of 630 3.04 SEISMIC BRACING INSTALLATION A. Install bracing according to spacing and strengths indicated by approved analysis. B. Expansion and Contraction: Install to allow for thermal movement of braced components. C. Cable Braces: Install with maximum cable slack recommended by manufacturer. D. Attachment to Structure: If specific attachment is not indicated, anchor bracing to the structure at flanges of beams,upper truss chords of bar joists, or at concrete members. 3.05 ACCOMMODATION OF DIFFERENTIAL SEISMIC MOTION A. Make flexible connections in raceways, cables,wire ways, cable trays, and busways where they cross expansion and seismic control joints,where adjacent sections or branches are supported by different structural elements, and where they terminate at electrical equipment anchored to a different mobile structural element from the one supporting them. 3.06 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified testing agency to perform the following field quality-control testing: B. Testing: Test pull-out resistance of seismic anchorage devices. 1. Provide necessary test equipment required for reliable testing. 2. Test at least four of each type and size of installed anchors and fasteners selected by the City's Representative. 3. Test to 90 percent of rated proof load of device. 4. If a device fails the test,modify all installations of same type and retest until satisfactory results are achieved. 5. Record test results. xxx END OF SECTION *** SECTION 26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: TP-305 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 425 of 630 1. Identification for raceways. 2. Identification of power and control cables. 3. Identification for conductors. 4. Underground-line warning tape. 5. Warning labels and signs. 6. Instruction signs. 7. Equipment identification labels. 8. Miscellaneous identification products. 1.02 SUBMITTALS A. Product Data: For each electrical identification product indicated. 1.03 QUALITY ASSURANCE A. Comply with ANSI A13.1 and IEEE C2. B. Comply with NFPA 70. C. Comply with 29 CFR 1910.144 and 29 CFR 1910.145. D. Comply with ANSI Z535.4 for safety signs and labels. E. Adhesive-attached labeling materials, including label stocks, laminating adhesives, and inks used by label printers, shall comply with UL 969. 1.04 COORDINATION A. Coordinate identification names, abbreviations, colors, and other features with requirements in other Sections requiring identification applications,Drawings, Shop Drawings, manufacturer's wiring diagrams, and the Operation and Maintenance Manual; and with those required by codes, standards, and 29 CFR 1910.145. Use consistent designations throughout Project. B. Coordinate installation of identifying devices with completion of covering and painting of surfaces where devices are to be applied. C. Coordinate installation of identifying devices with location of access panels and doors. D. Install identifying devices before installing acoustical ceilings and similar concealment. PART 2 -PRODUCTS 2.01 MATERIALS A. For fixture descriptions in other Part 2 articles where the subparagraph titles "Products," and "Manufacturers" introduce a list of manufacturers and their products or manufacturers only, the following requirements apply for product selection: TP-306 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 426 of 630 1. Products: Subject to compliance with requirements, provide one of the products specified in other Part 2 articles. 2. Manufacturers: Subject to compliance with requirements, provide products by the manufacturers specified in other Part 2 articles. 3. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01 Section"Product Options and Substitutions". Specific procedures must be followed before use of an unnamed product or manufacturer. 2.02 POWER RACEWAY IDENTIFICATION MATERIALS A. Colors for Raceways Carrying Circuits at 600 V or Less: 1. Black letters on an orange field 2. Legend: Indicate voltage and system or service type. B. Colors for Raceways Carrying Circuits at More Than 600 V: 1. Black letters on an orange field. 2. Legend: "DANGER CONCEALED HIGH VOLTAGE WIRING"with 3-inch high letters on 20-inch centers. C. Write-On Tags: Polyester tag, 0.015-inch thick,with corrosion-resistant grommet and cable tie for attachment to conductor or cable. 1. Marker for Tags: Permanent,waterproof,black ink marker recommended by tag manufacturer. 2.03 ARMORED AND METAL-CLAD CABLE IDENTIFICATION MATERIALS A. Comply with ANSI A13.1 for minimum size of letters for legend and for minimum length of color field for each raceway and cable size. B. Colors for Raceways Carrying Circuits at 600 V and Less: 1. Black letters on an orange field 2. Legend: Indicate voltage and system or service type. C. Colors for Raceways Carrying Circuits at More Than 600 V: 1. Black letters on an orange field. 2. Legend: "DANGER CONCEALED HIGH VOLTAGE WIRING"with 3-inch high letters on 20-inch centers. D. Self-Adhesive Vinyl Tape: Colored, heavy duty,waterproof, fade resistant; 2-inches wide; compounded for outdoor use. TP-3 07 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 427 of 630 2.04 POWER AND CONTROL CABLE IDENTIFICATION MATERIALS A. Comply with ANSI A13.1 for minimum size of letters for legend and for minimum length of color field for each raceway and cable size. B. Self-Adhesive Vinyl Labels: Preprinted, flexible label laminated with a clear,weather and chemical-resistant coating and matching wraparound adhesive tape for securing ends of legend label. C. Metal Tags: Brass or aluminum, 2 by 2 by 0.05-inch,with stamped legend, punched for use with self-locking cable tie fastener. D. Write-On Tags: Polyester tag, 0.015-inch thick,with corrosion-resistant grommet and cable tie for attachment to conductor or cable. 1. Marker for Tags: Machine-printed, permanent,waterproof,black ink marker recommended by printer manufacturer. E. Snap-Around Labels: Slit,pre-tensioned, flexible,preprinted, color-coded acrylic sleeve,with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by gripping action. F. Snap-Around, Color-Coding Bands: Slit, pre-tensioned, flexible, solid-colored acrylic sleeve, 2-inches long,with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by gripping action. 2.05 CONDUCTOR IDENTIFICATION MATERIALS A. Color-Coding Conductor Tape: Colored, self-adhesive vinyl tape not less than 3 mils thick by 1 to 2 inches wide. B. Snap-Around Labels: Slit,pre-tensioned, flexible,preprinted, color-coded acrylic sleeve,with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by gripping action. C. Snap-Around, Color-Coding Bands: Slit, pre-tensioned, flexible, solid-colored acrylic sleeve, 2 inches long,with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by gripping action. D. Write-On Tags: Polyester tag, 0.015-inch thick,with corrosion-resistant grommet and cable tie for attachment to conductor or cable. 1. Marker for Tags: Machine-printed, permanent,waterproof, black ink marker recommended by printer manufacturer. 2.06 UNDERGROUND-LINE WARNING TAPE A. Tape: TP-308 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 428 of 630 1. Recommended by manufacturer for the method of installation and suitable to identify and locate underground electrical and communications utility lines,but not less than 6-inch wide, 0.004-inch thick polyethylene. B. Color and Printing: 1. Comply with ANSI Z535.1 through ANSI Z535.5. 2. Inscriptions for Red-Colored Tapes: ELECTRIC LINE,HIGH VOLTAGE, C. Tag: Type ID: 1. Detectable three-layer laminate, consisting of a printed pigmented polyolefin film, a solid aluminum-foil core, and a clear protective film that allows inspection of the continuity of the conductive core, bright-colored, continuous-printed on one side with the inscription of the utility,compounded for direct-burial service. 2. Overall Thickness: 5 mils. 3. Foil Core Thickness: 0.35 mil. 4. Weight: 28 lbs./1000 sq. ft. 5. 3-Inch Tensile According to ASTM D 882: 70 lbf and 4600 psi. 2.07 WARNING LABELS AND SIGNS A. Comply with NFPA 70 and 29 CFR 1910.145. B. Self-Adhesive Warning Labels: Factory-printed, multicolor, pressure-sensitive adhesive labels, configured for display on front cover, door, or other access to equipment unless otherwise indicated. C. Baked-Enamel Warning Signs: 1. Preprinted aluminum signs, punched or drilled for fasteners, with colors, legend, and size required for application. 2. 1/4-inch grommets in corners for mounting. 3. Nominal Size: 7 by 10 inches. D. Metal-Backed,Butyrate Warning Signs: 1. Weather-resistant, nonfading,preprinted, cellulose-acetate butyrate signs with 0.0396-inch galvanized-steel backing; and with colors, legend, and size required for application. 2. 1/4-inch grommets in corners for mounting. 3. Nominal size, 10 by 14 inches. E. Warning label and sign shall include, but are not limited to,the following legends: 1. Multiple Power Source Warning: "DANGER-ELECTRICAL SHOCK HAZARD -EQUIPMENT HAS MULTIPLE POWER SOURCES." TP-309 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 429 of 630 2.08 INSTRUCTION SIGNS A. Engraved, laminated acrylic or melamine plastic, minimum 1/16-inch thick for signs up to 20 sq. inches and 1/8-inch thick for larger sizes. 1. Engraved legend with black letters on white face. 2. Punched or drilled for mechanical fasteners. 3. Framed with mitered acrylic molding and arranged for attachment at applicable equipment. B. Adhesive Film Label: Machine printed, in black, by thermal transfer or equivalent process. Minimum letter height shall be 3/8 inch. C. Adhesive Film Label with Clear Protective Overlay: Machine printed, in black,by thermal transfer or equivalent process. Minimum letter height shall be 3/8 inch. Overlay shall provide a weatherproof and UV-resistant seal for label. 2.09 EQUIPMENT IDENTIFICATION LABELS A. Adhesive Film Label: Machine printed, in black,by thermal transfer or equivalent process. Minimum letter height shall be 3/8 inch. B. Adhesive Film Label with Clear Protective Overlay: Machine printed, in black, by thermal transfer or equivalent process. Minimum letter height shall be 3/8 inch. Overlay shall provide a weatherproof and UV-resistant seal for label. C. Self-Adhesive, Engraved,Laminated Acrylic or Melamine Label: Adhesive backed, with white letters on a dark-gray background. Minimum letter height shall be 3/8 inch. D. Engraved,Laminated Acrylic or Melamine Label: Punched or drilled for screw mounting. White letters on a dark-gray background. Minimum letter height shall be 3/8 inch. E. Stenciled Legend: In nonfading,waterproof, black ink or paint. Minimum letter height shall be 1 inch. 2.10 CABLE TIES A. General-Purpose Cable Ties: Fungus inert, self-extinguishing, one piece, self-locking, Type 6/6 nylon. 1. Minimum Width: 3/16 inch. 2. Tensile Strength at 73 deg F According to ASTM D 638: 12,000 psi. 3. Temperature Range: Minus 40 to plus 185 deg F. 4. Color: Black except where used for color-coding. B. UV-Stabilized Cable Ties: Fungus inert, designed for continuous exposure to exterior sunlight, self-extinguishing, one piece, self-locking, Type 6/6 nylon. 1. Minimum Width: 3/16 inch. TP-310 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 430 of 630 2. Tensile Strength at 73 deg F According to ASTM D 638: 12,000 psi. 3. Temperature Range: Minus 40 to plus 185 deg F. 4. Color: Black. C. Plenum-Rated Cable Ties: Self-extinguishing,UV stabilized, one piece, self-locking. 1. Minimum Width: 3/16 inch. 2. Tensile Strength at 73 deg F According to ASTM D 638: 7000 psi. 3. UL 94 Flame Rating: 94V-0. 4. Temperature Range: Minus 50 to plus 284 deg F. 5. Color: Black. 2.11 MISCELLANEOUS IDENTIFICATION PRODUCTS A. Paint: Comply with requirements in Division 09 painting Sections for paint materials and application requirements. Select paint system applicable for surface material and location(exterior or interior). B. Fasteners for Labels and Signs: Self-tapping, stainless-steel screws or stainless-steel machine screws with nuts and flat and lock washers. PART 3 -EXECUTION 3.01 INSTALLATION A. Verify identity of each item before installing identification products. B. Location: Install identification materials and devices at locations for most convenient viewing without interference with operation and maintenance of equipment. C. Apply identification devices to surfaces that require finish after completing finish work. D. Secure nameplates to equipment fronts using screws,rivets or adhesive. Secure nameplate to inside face of recessed panel board doors in finished locations.Use weatherproof adhesive for outdoor installation. Do not use tape for nameplates or legend plates. E. Lettering, Colors, and Graphics: Coordinate names, abbreviations, colors, and other designations with corresponding designations.Use consistent designations throughout project. F. Self-Adhesive Identification Products: Clean surfaces before applying. G. Install nameplates and labels parallel to equipment lines. H. Color Coded Raceways: Junction Boxes for Fire Alarm System shall be red. I. Caution Labels for Indoor Boxes and Enclosures for Power and Lighting: Install labels identifying system voltage with black letters on orange background. Install on exterior of door or cover. TP-311 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 431 of 630 J. Circuit Identification Labels on Receptacles: 1. Public View Areas (lobbies, atrium, etc.): Stencil circuit information on back of plate. 2. All Other Areas: Engraved or permanently stencil circuit information on front of plate. K. Conduit installed below grade shall have underground hazard tape(non-adhesive) installed a minimum of 12 inches above the conduit or top layer of conduits in a duct bank. The tape shall be 6-inches wide and 4-millimeters thick yellow polyethylene for low voltage conduits and red for medium voltage conduits. The tape shall be marked "Caution Buried Electric Line"for low voltage and"Danger High Voltage Line"for medium voltage. Tracer wire shall be used for PVD conduits and non-metallic tape for metallic conduits. The tape shall be installed the entire length of conduit below grade. L. Color-Coding of Secondary Phase Conductors: Use the following colors for service feeder and branch-circuit phase conductors. Wiring shall be color coded, see Division 26 "Low Voltage Electrical Power Conductors and Cables". Low voltage wire markers shall be adhering, preprinted, self-laminating vinyl wrap-around strips. Wire shall be marked with opposite end termination and shall include panel source and circuit numbers. Phasing shall be indicated by colored wire or tape. 1. 208/120-V Conductors: a. Phase A: Black. b. Phase B: Red. c. Phase C: Blue. d. Switch Leg: Pink. e. Switch Traveler: Same as Hot Leg. 2. 480/277-V Conductors: a. Phase A: Brown. b. Phase B: Orange. c. Phase C: Yellow. d. Switch Leg: Purple e. Switch Traveler: Same as Hot Leg. 3. Neutral and Ground Conductors: a. Neutral: White. b. Ground: Green. 4. Factory apply color the entire length of conductors, except the following field-applied, color-coding methods may be used instead of factory-coded wire for sizes larger than No. 10 AWG: a. Colored, pressure-sensitive plastic tape in half-lapped turns for a distance of 6 inches from terminal points and in boxes where splices or taps are made. Apply last two turns of tape with no tension to prevent possible unwinding. TP-312 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 432 of 630 Use 1-inch-wide tape in colors specified. Adjust tape bands to avoid obscuring cable identification markings. b. Colored cable ties applied in groups of three ties of specified color to each wire at each terminal or splice point starting 3 inches from the terminal and spaced 3 inches apart. Apply with a special tool or pliers,tighten to a snug fit, and cut off excess length. M. Power-Circuit Identification: Brass tags wraparound marker bands for cables, feeders, and power circuits in vaults, pull and junction boxes,manholes, and switchboard rooms. 1. Legend: 1/4-inch steel letter and number stamping or embossing with legend corresponding to indicated circuit designations. 2. Tag Fasteners: Nylon cable ties. 3. Band Fasteners: Integral ears. N. Apply identification to conductors as follows: 1. Multiple Power or Lighting Circuits in the Same Enclosure: Identify each conductor with source, voltage, circuit number, and phase. Use color-coding to identify circuits'voltage and phase. 2. Multiple Control and Communication Circuits in the Same Enclosure: Identify each conductor by its system and circuit designation. Use a consistent system of tags, color-coding, or cable marking tape. O. Apply warning, caution, and instruction signs as follows: 1. Warnings, Cautions, and Instructions: Install to ensure safe operation and maintenance of electrical systems and of items to which they connect. Install engraved plastic-laminated instruction signs with approved legend where instructions are needed for system or equipment operation. Install metal-backed butyrate signs for outdoor items. 2. Emergency Operation: Install engraved laminated signs with white legend on red background with minimum 3/8-inch- high lettering for emergency instructions on power transfer, load shedding, and other emergency operations. P. Equipment Identification Labels: Engraved plastic laminate. Install on each unit of equipment, including central or master unit of each system. This includes power, lighting, communication, signal, and alarm systems, unless units are specified with their own self-explanatory identification. Unless otherwise indicated, provide a single line of text with 1/2-inch-high lettering on 2"high label. Use black lettering on white field. Use white lettering on red field for emergency circuited equipment. Apply labels for each unit of the following categories of equipment using mechanical fasteners: 1. Panel boards, electrical cabinets, and enclosures. 2. Access doors and panels for concealed electrical items. 3. Electrical switchgear and switchboards. 4. Electrical substations. 5. Emergency system boxes and enclosures. 6. Motor-control centers. TP-313 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 433 of 630 7. Disconnect switches. 8. Enclosed circuit breakers. 9. Motor starters. 10. Push-button stations. 11. Power transfer equipment. 12. Contactors. 13. Remote-controlled switches. 14. Dimmers. 15. Control devices. 16. Transformers. 17. Inverters. 18. Rectifiers. 19. Frequency converters. 20. Battery racks. 21. Power-generating units. 22. Telephone switching equipment. 23. Clock/program master equipment. 24. Call system master station. 25. TV/audio-monitoring master station. 26. Fire alarm master station or control panel. 27. Security-monitoring master station or control panel. Q. Equipment in buildings, and substations shall be labeled with engraved nameplates having red background and white letters. The equipment ID plus cable circuit terminations shall be provided. Identify the circuit switching devices and position in addition to cable identification noted above(i.e., SF6-46,way 2; ES-4). Letters shall be 1/2 inch high minimum on 2 inch by 4 inch plates. R. The numbering scheme provided by the University accomplishes the following: a. Establishes a unique identifier for all system components and eliminates possible duplication. S. Low Voltage Identification 1. Equipment nameplates shall be engraved three-layer laminated plastic with white background and black letters. Letters shall be 1/4"minimum size. Identifications shall match plan designations. 2. Legend plates for control panels and indicators shall be provided on disconnect and safety switches and indicating lights. The plates shall be die-stamped metal with mounting hole and positioning key. 3. For panel board directories provide the following: a. Provide typewritten directories arranged in numerical order showing number of room in which each device is located. b. Mount directories under a clear plastic cover inside each panelboard door. 4. The following low voltage equipment numbering scheme shall be followed: TP-314 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 434 of 630 TYPE DESCRIPTION DP 208/120V Distribution Panelboard LP 208/120V Panelboard—Receptacles& Lighting HDP 480/277V Distribution Panelboard HLP 480/277 V Panelboard—Lighting ATS Automatic Transfer Switch CB Circuit Breaker DS Disconnect Switch EDP Emergency 208/120V Distribution Panelboard ELP Emergency 208/120V Panelboard EHDP Emergency 480/277V Distribution Panelboard EMCC Emergency Motor Control Center MSB Main Switchboard MCC Motor Control Center T Transformer US Unit Substation 5. Utilize numbering convention as follows: a. First letter or number=floor designation; B =basement, 1, 2, 3, etc. (B). b. Subsequent lower case letter=panel number on each floor; a, b, c, etc. (Ba). 1) Example: Emergency 277/480V Distribution panelboard installed in basement is "EHDP-B". 2) Example: second 480/277V panelboard installed on third floor for lighting is"HLP-3b". T. Telecommunication, Signal Alarm and Control Wiring: 1. Conductors Terminated or spliced shall be labeled at each end with tape markers. *** END OF SECTION *** SECTION 26 0573 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY TP-315 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 435 of 630 PART 1 - GENERAL 1.01 SUMMARY A. Section includes computer-based, fault-current and overcurrent protective device coordination studies, and the setting of these devices. 1.02 SUBMITTALS A. Product Data: For computer software program to be used for studies. B. Product Certificates: For coordination-study and fault-current-study computer software programs, certifying compliance with IEEE 399. C. Qualification Data: For coordination-study specialist. D. Other Action Submittals: 1. Coordination-study input data, including completed computer program input data sheets. 2. Coordination-study report. 3. Equipment evaluation report. 4. Setting report. 1.03 QUALITY ASSURANCE A. Studies shall use computer programs that are distributed nationally and are in wide use. Software algorithms shall comply with requirements of standards and guides specified in this Section. Manual calculations are not acceptable. B. Coordination-Study Specialist Qualifications: An organization experienced in the application of computer software used for studies, having performed successful studies of similar magnitude on electrical distribution systems using similar devices. C. Testing Agency Qualifications: Member company of the InterNational Electrical Testing Association. 1. Testing Agency's Field Supervisor: Person currently certified by the InterNational Electrical Testing Association to supervise testing specified in Part 3. D. Comply with IEEE 399 for general study procedures. E. Comply with IEEE 242 for short-circuit currents and coordination time intervals. F. Comply with IEEE 141 for recommended practice for electric power distribution for industrial plants. G. Comply with IEEE 320 for special studies procedure. TP-316 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 436 of 630 PART 2 -PRODUCTS 2.01 COMPUTER SOFTWARE DEVELOPERS A. Computer Software Developers: Subject to compliance with requirements,provide computer software programs developed by one of the following: 1. SKM Systems Analysis,Inc. 2. OTI. 2.02 COMPUTER SOFTARE PROGRAM REQUIREMENTS A. Comply with IEEE 399. B. Analytical features of fault-current-study computer software program shall include "mandatory," "very desirable," and "desirable" features as listed in IEEE 399, Table 7-4. C. Computer software program shall be capable of plotting and diagramming time-current-characteristic curves as part of its output. Computer software program shall report device settings and ratings of all overcurrent protective devices. 1. Optional Features: Arcing faults. PART 3 -EXECUTION 3.01 EXAMINATION A. Examine Project overcurrent protective device submittals for compliance with electrical distribution system coordination requirements and other conditions affecting performance. Devices to be coordinated are indicated on Drawings. B. Proceed with coordination study only after relevant equipment submittals have been assembled. Overcurrent protective devices not submitted for approval with coordination study may not be used in study. 3.02 FAULT-CURRENT STUDY A. Source Impedance: 750 MVA on primary side of utility transformer B. Study electrical distribution system from normal and alternate power sources throughout electrical distribution system for Project and use approved computer software program to calculate values. Include studies of system-switching configurations and alternate operations that could result in maximum fault conditions. C. Calculate momentary and interrupting duties on the basis of maximum available fault current. D. Calculations to verify interrupting ratings of overcurrent protective devices shall comply with the following: 1. Low-Voltage Circuit Breakers: IEEE 1015 and IEEE C37.50. TP-317 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 437 of 630 2. Low-Voltage Fuses: IEEE C37.46. 3. Circuit Breakers: IEEE C37.13. E. Study Report: Enter calculated X/R ratios and interrupting(5-cycle) fault currents on electrical distribution system diagram of the report. List other output values from computer analysis, including momentary (1/2-cycle), interrupting(5-cycle), and 30-cycle fault-current values for 3-phase, 2-phase, and phase-to-ground faults. F. Equipment Evaluation Report: Prepare a report on the adequacy of overcurrent protective devices and conductors by comparing fault-current ratings of these devices with calculated fault-current momentary and interrupting duties. 3.03 COORDINATION STUDY A. Gather and tabulate the following input data to support coordination study: 1. Product Data for overcurrent protective devices specified in other Division 26 Sections and involved in overcurrent protective device coordination studies. Use equipment designation tags that are consistent with electrical distribution system diagrams, overcurrent protective device submittals, input and output data, and recommended device settings. 2. Impedance of utility service entrance. 3. Electrical distribution system diagram showing the following: a. Load current that is the basis for sizing continuous ratings of circuits for cables and equipment. b. Circuit-breaker and fuse-current ratings and types. c. Relays and associated power and current transformer ratings and ratios. d. Transformer kilovolt amperes, primary and secondary voltages, connection type, impedance, and X/R ratios. e. Generator kilovolt amperes, size, voltage, and source impedance. f. Cables. Indicate conduit material, sizes of conductors, conductor insulation, and length. g. Busway ampacity and impedance. h. Motor horsepower and code letter designation according to NEMA MG 1. 4. Data sheets to supplement electrical distribution system diagram, cross-referenced with tag numbers on diagram: a. Special load considerations, including starting inrush currents and frequent starting and stopping. b. Magnetic inrush current overload capabilities of transformers. c. Motor full-load current, locked rotor current, service factor, starting time, type of start, and thermal-damage curve. d. Ratings,types, and settings of utility company's overcurrent protective devices. e. Special overcurrent protective device settings or types stipulated by utility company. TP-318 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 438 of 630 f Time-current-characteristic curves of devices indicated to be coordinated. g. Manufacturer, frame size, interrupting rating in amperes RMS symmetrical, ampere or current sensor rating, long-time adjustment range, short-time adjustment range, and instantaneous adjustment range for circuit breakers. h. Manufacturer and type, ampere-tap adjustment range,time-delay adjustment range, instantaneous attachment adjustment range, and current transformer ratio for overcurrent relays. i. Panel boards, switchboards,motor-control center ampacity, and interrupting rating in amperes RMS symmetrical. B. Perform coordination study and prepare a written report using the results of fault-current study and approved computer software program. Comply with IEEE 399. C. Comply with CEC (NFPA 70) for overcurrent protection of circuit elements and devices. D. Comply with IEEE 141 recommendations for fault currents and time intervals. E. Transformer Primary Overcurrent Protective Devices: 1. Device shall not operate in response to the following: a. Self-cooled, full-load current or forced-air-cooled, full-load current, whichever is specified for that transformer. b. Permissible transformer overloads according to IEEE C57.96 if required by unusual loading or emergency conditions. 2. Device shall protect transformer according to IEEE C57.12.00, for fault currents. F. Conductor Protection: Protect cables against damage from fault currents according to ICEA P-32-382, ICEA P-45-482, and conductor melting curves in IEEE 242. Verify adequacy of phase conductors at maximum three-phase bolted fault currents, equipment grounding conductors, and grounding electrode conductors at maximum ground-fault currents. G. Coordination-Study Report: Prepare a written report indicating the following results of coordination study: 1. Tabular Format of Settings Selected for Overcurrent Protective Devices: a. Device tag. b. Relay-current transformer ratios; and tap,time-dial, and instantaneous-pickup values. c. Circuit-breaker sensor rating; and long-time, short-time, and instantaneous settings. d. Fuse-current rating and type. e. Ground-fault relay-pickup and time-delay settings. 2. Coordination Curves: Prepared to determine settings of overcurrent protective devices to achieve selective coordination. Graphically illustrate that adequate TP-319 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 439 of 630 time separation exists between series devices, including power utility company's upstream devices. Show the following specific information: a. Device tag. b. Voltage and current ratio for curves. c. Three-phase and single-phase damage points for each transformer. d. No damage,melting, and clearing curves for fuses. e. Cable damage curves. f. Transformer inrush points. g. Maximum fault-current cutoff point. 3. Completed data sheets for setting of overcurrent protective devices. 3.04 OVERCURRENT PROTECTIVE DEVICE SETTING A. Manufacturer's Field Service: Engage a factory-authorized service representative, of electrical distribution equipment being set and adjusted,to assist in setting of overcurrent protective devices within equipment. B. Testing: Perform the following device setting and prepare reports: 1. After installing overcurrent protective devices and during energizing process of electrical distribution system,perform the following: a. Verify that overcurrenf protective devices meet parameters used in studies. b. Adjust devices to values listed in study results. *** END OF SECTION *** SECTION 26 0574 OVERCURRENT PROTECTIVE DEVICE ARC-FLASH STUDY PART 1 - GENERAL 1.03 SUMMARY A. Section includes short circuit, protective device coordination and Arc-Flash studies for the low voltage (480 V, 208 V, 120 V) systems represented on the project drawings. The studies shall include all portions of the electrical distribution system supplied by normal and alternate sources of power. This includes switchgear, switchboards, panel boards, motor control centers,transformers, generators and other required electrical equipment. The analysis will include creation of Arc Flash Hazard Warning Labels, Figure 1. These labels serve as a guide to assist the employees and others in the selection of proper Personal Protective Equipment when working around exposed and energized conductors. The electrical contractor will install the labels. TP-320 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 440 of 630 4%1:9'4 irwom „ t„_ 04, ttrii ATIEa 940 ock " rrxpriabs rp PeciutratiV.M.:14T 1/N., Flash Hazard Boundary.150 inches 12000 VAC Shock Hazard when 4.8 caUcm"2 Flash Hazard at 36 inches cover is removed Category 2 PPE Requirements: 2 Glove Class FR Shirt&Pants 60 inches Limited Approach 26 inches Restricted Approach Hardhat+Polycarbonate Face Shield7 inches Prohibited Approach +Safety Glasses+Hearing Protection Equipment FI-5 Posted Date: April 17,2009 Figure 1 -Example of Arc Flash Warning Label B. The Arc Flash Hazard Analysis shall include the electrical distribution system equipment shown on the one-line diagram drawings. If existing up-to-date current short-circuit and protective device coordination studies are not available,perform short circuit and protective device coordination studies for the electrical distribution system before performing the Arc Flash Hazard Analysis. The Arc Flash Hazard Analysis shall consider operation during normal conditions, alternate operations, emergency power conditions, and any other operations,which could result in maximum arc flash hazard, and as required. C. Related Requirements: 1. Division 26 Section "Overcurrent Protective Device Coordination Study"for coordination study. 1.04 REFERENCES D. California Code of Regulations Title 24, Part 3, California Electrical Code(CEC) E. IEEE Standard 141 —Electrical Power Distribution for Industrial Plants. F. IEEE Standard 242—Protection and Coordination of Industrial and Commercial Power Systems. G. IEEE Standard 399—Industrial and Commercial Power System Analysis. H. IEEE 1584 2002/2004a, Guide for Performing Arc Flash Hazard Analysis. I. NFPA 70E—Standard for Electrical Safety in the Work Place. J. Pre-installation Conference: Conduct conference at [Project Site] [Insert Location]. 1.05 ACTION SUBMITTALS TP-321 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 441 of 630 K. Submit short circuit study prior to purchase of the distribution equipment. L. Submit coordination study prior to completion of shop drawings. M. Equipment submittals will not be approved without the completion and review of the power systems studies. N. Submit the Arc Flash Hazard Analysis and arc flash hazard warning labels at least thirty (30) days prior to energizing the electrical equipment. O. Submit three (3) bound copies of the power systems study, one (1) electronic copy on CD, and one (1) set of warning labels. 1.06 QUALITY ASSURANCE P. The Contractor shall have the analysis prepared by qualified engineers of an independent consultant. The consultant shall be a Registered Professional Engineer, licensed in California,who has at least ten(10)years of experience and specializes in performing electrical power system studies. Q. Allow smooth integration of the new data with existing, and to ensure that information can be easily updated as system components change,the Engineer shall complete their analysis using the latest version of Power Tools for Windows (PTW) computer software by SKM Systems Analysis,Inc. designed for the purpose including DAPPER, CAPTOR and Arc-Flash software modules. R. Studies shall be based on the actual equipment and devices selected for the project. PART 2 -PRODUCTS A. Provide a current,up-to-date short circuit current study. If one does not exist,then perform a short circuit study in accordance with IEEE 399 Standard (Brown Book), "IEEE Recommended Practice for Industrial and Commercial Power System Analysis," based upon the positive and zero sequence source impedance supplied by the local energy provider. B. Provide a current up-to-date protective device coordination study. If one does not exist,then perform a protective device coordination study in accordance with IEEE 242 Standard (Buff Book), "IEEE Recommended Protection and Coordination of Industrial and Commercial Power Systems." C. Perform an Arc Flash Hazard Analysis after the short circuit and protective device coordination studies have been completed based upon IEEE 1584 Standard, "IEEE Guide for Performing Arc Flash Hazard Calculations." D. The analysis shall be calculated by means of the SKM Power Tools for Windows computer software package. Pertinent data, rationale employed, and assumptions in TP-322 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 442 of 630 developing the calculations shall be incorporated in the introductory remarks of the study. E. The analysis shall be in accordance with applicable NFPA 70E, OSHA 29-CFR,Part 1910 Subpart S and IEEE 1584 Standards. F. Incident Energies and Hazard Categories must be calculated. The use of the NFPA "table method"is unacceptable. G. Determine the following 1. Arc hazard boundary (inches) 2. Working distance (inches) 3. Arc flash incident energy at the working distance (calories/cm2) 4. PPE category and description including the glove rating 5. Voltage rating of the equipment 6. Limited approach distance (inches) 7. Restricted approach distance (inches) 8. Prohibited approach distance(inches) H. Based on the results of the incident energy study,the selected vendor shall produce and install a warning label (orange<40 cal/cm2) or danger label (red>40 cal/cm2) approximately 4"x 6" (Brady multi-color or equivalent) for EVERY point in the system as specified system equipment shown on the one-line diagram. Labels will be in accordance with ANSI Z535.4-2002 listing items 1-8 above. Also, include the bus name, system operating voltage, and date of issue. The label must be readable in both indoor and outdoor environments for at least 3 years. See example Figure 1. I. To maintain consistency of labeling throughout the Project, all other electrical panels identified as PPE Category 0 will be labeled with a similar type of warning label containing general electrical safety information. J. Produce Bus Detail Sheets that lists the items E 1-8 from above and the following additional items. 1. Bus Name 2. Upstream Protective Devices Names, Type and Settings _- 3. Bus Line-to-Line Voltage K. Produce Arc Flash Evaluation Summary Sheets listing the following additional items. 1. Bus Name 2. Upstream Protective Device Names, Type and Settings 3. Bus Line-to-Line Voltage 4. Bus Bolted Fault 5. Protective Device Bolted Fault Current 6. Arcing Fault Current 7. Protective Device Trip/Delay Time 8. Breaker Opening Time 9. Solidly Grounded Column TP-323 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 443 of 630 10. Equipment Type 11. Gap 12. Arc Flash Boundary 13. Working Distance 14. Incident Energy 15. Required Protective Fire Rated Clothing Type and Class PART 3 -EXECUTION 3.01 ANALYSIS A. Analyze the short circuit,protective device coordination, and arc flash calculations and highlight any equipment that is determined to be underrated or causes an abnormally high incident energy calculation. B. Propose approaches to reduce the energy levels of Personal Protective Equipment(PPE) Hazard Category 3 and 4 or higher to Category 2 or less. Proposed major corrective modifications will be taken under advisement by the Engineer and the Contractor will be given further instructions. 3.02 WRITTEN REPORT C. The results of the power system study shall be summarized in a final written report. The report shall include the following sections: 1. Executive Summary -A synopsis of our overall findings, including but not limited to equipment locations with highest incident energy levels,total number of overcurrent protective devices with inadequate short-circuit current interrupting ratings, and identification of equipment protective boundary conflicts. 2. Introduction -A brief paragraph to explain the necessity of performing an Arc-Flash Hazard Analysis and the criteria used during the project 3. Methodology-A brief paragraph to explain the basis for the analyses performed for this project. 4. Assumptions -A list of all valid engineering assumptions made and why they were made during the course of the project. 5. Discussion -A detailed discussion of each of the following power system analysis performed for this project: a. Short Circuit Analysis Results b. Protective Device Coordination Study Results. c. Arc-Flash Hazard Analysis Results 6. Recommendations -Detailed recommendations to reduce existing incident energy levels of Hazard Category 3 or higher to Hazard Category 2 or less and to improve overall future maintenance &operation of the electrical system. 7. Bibliography -Industry references used to complete the arc-flash analysis for this system. 3.03 REPORT BINDER& CD TP-324 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 444 of 630 D. The Arc Flash Hazard Analysis report binder shall contain the written report above plus the additional following sections: 1. Short-Circuit Analysis Results 2. Equipment Evaluation Study Results 3. Time Current Curves Plotted in Color on Log-Log Graph Paper 4. Arc Flash Hazard Analysis Results in MS Excel Format 5. Electrical One-Line Input Data used in Computer Software Model 6. Electrical One-Line Diagram with Incident Energy,Flash Protection Boundary, and Pertinent Equipment and Component Ratings E. Summarize the results of the power system study in three (3) copies of the bound final written report and one (1) CD for City records. The CD should include all SKM project libraries and input data necessary for maintaining up-to-date system studies. *** END OF SECTION *** SECTION 26 2416 PANELBOARDS PART 1 - GENERAL 1.01 SUMMARY A. Section includes load centers and panelboards, overcurrent protective devices, and associated auxiliary equipment rated 600 V and less for the following types: 1. Lighting and appliance branch-circuit panelboards. 1.02 DEFINITIONS A. EMI: Electromagnetic interference. B. GFCI: Ground-fault circuit interrupter. 1.03 SUBMITTALS A. Product Data: For each type of panelboard, overcurrent protective device, and component indicated. Include dimensions and manufacturers'technical data on features, performance, electrical characteristics,ratings, and finishes. 1.04 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC (NFPA 70),Article 100, by a testing agency and marked for intended use. B. Comply with NEMA PB 1. TP-325 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 445 of 630 C. Comply with CEC (NFPA 70). 1.05 COORDINATION A. Coordinate layout and installation of panelboards and components with other construction that penetrates walls or is supported by them, including electrical and other types of equipment, raceways,piping, and encumbrances to workspace clearance requirements. 1.06 EXTRA MATERIALS A. Keys: Two spares of each type of panelboard cabinet lock, keyed alike. PART 2-PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Panelboards, Overcurrent Protective Devices, Controllers, Contactors, and Accessories: a. Eaton Corp.; Cutler-Hammer Products. b. General Electric Co.; Electrical Distribution& Control Div. c. Siemens Energy &Automation,Inc. d. Square D Co. e. Or equal. B. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01 Section"Product Options and Substitutions". Specific procedures must be followed before use of an unnamed product or manufacturer. 2.02 FABRICATION AND FEATURES A. Enclosures: Flush-and surface-mounted cabinets. NEMA PB 1, Type 1,to meet environmental conditions at installed location. 1. Outdoor Locations: NEMA 250, Type 3R. 2. Kitchen Areas: NEMA 250, Type 4X, stainless steel. 3. Other Wet or Damp Indoor Locations: NEMA 250, Type 4. 4. Hazardous Areas Indicated on Drawings: NEMA 250, Type 7C. B. Hinged Front Cover: Entire front trim hinged to box and with standard door within hinged trim cover. C. Finish: Manufacturer's standard enamel finish over corrosion-resistant treatment or primer coat. TP-326 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 446 of 630 D. Directory Card: Typed panel circuit schedule/index with transparent protective cover, mounted inside metal frame, inside panelboard door. E. Bus: Hard-drawn copper, 98 percent conductivity. F. Main and Neutral Lugs: Compression type suitable for use with conductor material. G. Equipment Ground Bus: Adequate for feeder and branch-circuit equipment ground conductors; bonded to box. When isolated grounds are required,provide ground bus insulated from box. H. Future Devices: Mounting brackets,bus connections, and necessary appurtenances required for future installation of devices. 2.03 PANELBOARD SHORT-CIRCUIT RATING A. UL label indicating series-connected rating with integral or remote upstream devices. Include size and type of upstream device allowable, branch devices allowable, and UL series-connected short-circuit rating. B. Fully rated to interrupt symmetrical short-circuit current available at terminals. 2.04 LIGHTING AND APPLIANCE BRANCH-CIRCUIT PANELBOARDS A. Branch Overcurrent Protective Devices: Bolt-on circuit breakers,replaceable without disturbing adjacent units. B. Doors: Front mounted with concealed hinges; secured with flush latch with tumbler lock; keyed alike. 2.05 DISTRIBUTION PANELBOARDS A. Doors: Front mounted, except omit in fused-switch panelboards; secured with vault-type latch with tumbler lock;keyed alike. B. Main Overcurrent Protective Devices: Circuit breaker. C. Branch overcurrent protective devices shall be one of the following: 1. For Circuit-Breaker Frame Sizes 125 A and Smaller: Bolt-on circuit breakers with Copper terminals. 2. For Circuit-Breaker Frame Sizes Larger Than 125 A: _Bolt-on circuit breakers with Copper terminals; plug-in circuit breakers where individual positive-locking device requires mechanical release for removal. 2.06 TVSS PANELBOARDS A. Doors: Front mounted; secured with vault-type latch with tumbler lock; keyed alike. Manufacturer's standard enamel finish over corrosion-resistant treatment or primer coat. B. Main Overcurrent Devices: Thermal-magnetic circuit breaker with Copper terminals. TP-327 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 447 of 630 C. Branch Overcurrent Protective Devices: Bolt-on circuit breakers with Copper terminals. D. Bus: Copper phase and neutral buses; 200 percent capacity neutral bus. 2.07 OVERCURRENT PROTECTIVE DEVICES A. Molded-Case Circuit Breaker: NEMA AB 1,with interrupting capacity to meet available fault currents. 1. Thermal-Magnetic Circuit Breakers: Inverse time-current element for low-level overloads, and instantaneous magnetic trip element for short circuits. Adjustable magnetic trip setting for circuit-breaker frame sizes 225A and larger. 2. Adjustable Instantaneous-Trip Circuit Breakers: Magnetic trip element with front-mounted, field-adjustable trip setting. 3. Electronic Trip Unit Circuit Breakers: RMS sensing; field-replaceable rating plug;with the following field-adjustable settings: a. Instantaneous trip. b. Long- and short-time pickup levels. c. Long-and short-time time adjustments. d. Ground-fault pickup level,time delay, and I2t response. 4. Current-Limiting Circuit Breakers: Frame sizes 400 A and smaller; let-through ratings less than NEMA FU 1,RK-5. B. Molded-Case Circuit-Breaker Features and Accessories. Standard frame sizes,trip ratings, and number of poles. 1. Lugs: Compression style Copper, suitable for number, size,trip ratings, and material of conductors. 2. Application Listing: Appropriate for application; Type SWD for switching fluorescent lighting loads; Type HACR for heating, air-conditioning, and refrigerating equipment. 3. Ground-Fault Protection: Integrally mounted relay and trip unit with adjustable pickup and time-delay settings, push-to-test feature, and ground-fault indicator. 4. Communication Capability: Circuit-breaker-mounted communication module with functions and features compatible with power monitoring and control system. 5. Shunt Trip: 120-V trip coil energized from separate circuit, set to trip at 75 percent of rated Voltage. 6. Under-voltage Trip: Set to operate at 35 to 75 percent of rated voltage without intentional time delay. 7. Auxiliary Switch: Two SPDT switches with "a" and "b" contacts; "a" contacts mimic circuit-breaker contacts, "b" contacts operate in reverse of circuit-breaker contacts. 8. Key Interlock Kit: Externally mounted to prohibit circuit-breaker operation; key shall be removable only when circuit breaker is in off position. TP-328 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 448 of 630 9. Zone-Selective Interlocking: Integral with electronic trip unit; for interlocking ground-fault protection function. C. Fused Switch: NEMA KS 1, Type HD; clips to accommodate specified fuses; lockable handle. PART 3 -EXECUTION 3.01 INSTALLATION A. Install panelboards and accessories according to NEMA PB 1.1. B. Comply with mounting and anchoring requirements specified in Division 26 Section "Vibration and Seismic Controls for Electrical Work." C. Mounting Heights: Top of trim 74 inches above finished floor,unless otherwise indicated. D. Mounting: Plumb and rigid without distortion of box. Mount recessed panelboards with fronts uniformly flush with wall finish. E. Circuit Directory: Create a directory to indicate installed circuit loads after balancing panelboard loads. Obtain approval before installing. Use a computer or typewriter to create directory; handwritten directories are not acceptable. F. Install filler plates in unused spaces. G. Provision for Future Circuits at Flush Panelboards: Stub four 1-inch empty conduits from panelboard into accessible ceiling space or space designated to be ceiling space in the future. Stub four 1-inch empty conduits into raised floor space or below slab not on grade. H. Wiring in Panelboard Gutters: Arrange conductors into groups and bundle and wrap with wire ties after completing load balancing. 3.02 IDENTIFICATION A. Identify field-installed conductors, interconnecting wiring, and components; provide warning signs as specified in Division 26 Section Identification for Electrical Systems. B. Panelboard Nameplates: Label each panelboard with laminated-plastic nameplate mounted with corrosion-resistant screws. 3.03 CONNECTIONS A. Install equipment grounding connections for panelboards with ground continuity to main electrical ground bus. TP-329 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 449 of 630 B. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A. 3.04 FIELD QUALITY CONTROL A. Prepare for acceptance tests as follows: 1. Test insulation resistance for each panelboard bus, component, connecting supply, feeder, and control circuit. 2. Test continuity of each circuit. B. Testing: After installing panelboards and after electrical circuitry has been energized, demonstrate product capability and compliance with requirements. 1. Procedures: Perform each visual and mechanical inspection and electrical test indicated in NETA ATS, Section 7.5 for switches and Section 7.6 for molded-case circuit breakers. Certify compliance with test parameters. 2. Correct malfunctioning units on-site,where possible, and retest to demonstrate compliance; otherwise, replace with new units and retest. C. Balancing Loads: After Substantial Completion, but not more than 60 days after Final Acceptance, measure load balancing and make circuit changes as follows: 1. Measure as directed during period of normal system loading. 2. Perform load-balancing circuit changes outside normal occupancy/working schedule of the facility and at time directed. 3. After circuit changes, recheck loads during normal load period. Record all load readings before and after changes and submit test records. 4. Tolerance: Difference exceeding 20 percent between phase loads, within a panelboard, is not acceptable. Rebalance and recheck as necessary to meet this minimum requirement. 3.05 ADJUSTING A. Set field-adjustable switches and circuit-breaker trip ranges. 3.06 CLEANING A. On completion of installation, inspect interior and exterior of panelboards. Remove paint splatters and other spots. Vacuum dirt and debris; do not use compressed air to assist in cleaning. Repair exposed surfaces to match original finish. *** END OF SECTION *** SECTION 26 2726 WIRING DEVICES TP-330 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 450 of 630 PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following: 1. Duplex receptacles, ground-fault circuit interrupter receptacles. 1.02 DEFINITIONS A. EMI: Electromagnetic interference. B. GFCI: Ground-fault circuit interrupter. 1.03 SUBMITTALS A. Product Data: For each type of product indicated. 1.04 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC,Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with CEC (NFPA 70). PART 2 -PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Toggle switches and receptacles shall be of the same manufacturer. Only one manufacturer shall be used in a building. Subject to compliance with requirements, provide products by one of the following: 1. Wiring Devices: a. Bryant Electric,Inc./Hubbell Subsidiary. b. Hubbell Incorporated; Wiring Device-Kellems. c. Leviton Mfg. Company Inc. d. Pass & Seymour/Legrand; Wiring Devices Div. e. Or equal. 2. Wiring Devices for Hazardous (Classified)Locations: a. Crouse-Hinds/Cooper Industries, Inc.;Arrow Hart Wiring Devices. b. EGS/Appleton Electric Company. c. Killark Electric Manufacturing Co./Hubbell Incorporated. d. Or equal. TP-331 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 451 of 630 3. Multi-Outlet Assemblies: a. Hubbell Incorporated; Wiring Device-Kellems. b. Wiremold Company (The). c. Or equal. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01 Section"Product Options and Substitutions". Specific procedures must be followed before use of an unnamed product or manufacturer. 2.02 RECEPTACLES A. Straight-Blade-Type Receptacles: Comply with NEMA WD 1,NEMA WD 6, DSCC W-C-596G, and UL 498, "Decora or style line"type in white color. B. Straight-Blade Receptacles: Specification grade/Institutional grade. C. GFCI Receptacles: Straight blade, feed-through type, specification grade,with integral NEMA WD 6, Configuration 5-20R duplex receptacle; complying with UL 498 and UL 943. Design units for installation in a 2-3/4-inch-deep outlet box without an adapter. 2.03 WALL PLATES Single and combination types to match corresponding wiring devices. A. Plate-Securing Screws: Metal with head color to match plate finish. Minimum of two screws per outlet box gang section. B. Material for Finished Spaces: Stainless steel. C. Material for Unfinished Spaces: Smooth, high-impact thermoplastic. D. Material for Wet Locations: Cast aluminum with spring-loaded lift cover, and listed and labeled for use in "wet locations." 2.04 FINISHES A. Color: 1. Wiring Devices Connected to Normal Power System: White. PART 3 -EXECUTION 3.01 INSTALLATION A. Install devices and assemblies level, plumb, and square with building lines. TP-332 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 452 of 630 B. Install unshared neutral conductors on line and load side of dimmers according to manufacturers'written instructions. C. Arrangement of Devices: Unless otherwise indicated, mount flush,with long dimension vertical, and with grounding terminal of receptacles on top. Group adjacent switches under single, multi-gang wall plates. 3.02 IDENTIFICATION A. Comply with Division 26 Section"Identification for Electrical Systems". 1. Receptacles: Identify panelboard and circuit number from which served. Use hot, stamped or engraved machine printing with black filled lettering on face of plate, and durable wire markers or tags inside outlet boxes. 2. Cover plates for receptacles shall be engraved or permanent stenciled on the front side with the device circuit number and panelboard source name. Use of an engraving on the front of the device plate is not required for housing projects. 3. Cover plates for receptacles in locations of public view such as lobbies and atriums shall have the circuit numbers and source feed point stenciled on the back of the plate. 3.03 CONNECTIONS A. Ground equipment according to Division 26 Section "Grounding and Bonding for electrical systems." B. Connect wiring according to Division 26 Section "Low-Voltage Electrical Power Conductors and Cables." C. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated,use those specified in UL 486A. 3.04 FIELD QUALITY CONTROL A. Perform the following field tests and inspections and prepare test reports: 1. After installing wiring devices and after electrical circuitry has been energized, test for proper polarity, ground continuity, and compliance with requirements. 2. Test GFCI operation with both local and remote fault simulations according to manufacturer's written instructions. B. Remove malfunctioning units,replace with new units, and retest as specified above. *** END OF SECTION *** SECTION 26 2813 TP-333 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 453 of 630 FUSES PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following: 1. Cartridge fuses rated 600 V and less for use in switches and controllers. 1.02 SUBMITTALS A. Product Data: Include the following for each fuse type indicated: 1.03 QUALITY ASSURANCE A. Source Limitations: Obtain fuses from a single manufacturer. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC (NFPA 70),Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. C. Comply with NEMA FU 1. D. Comply with CEC (NFPA 70). 1.04 PROJECT CONDITIONS A. Where ambient temperature to which fuses are directly exposed is less than 40 degrees F or more than 100 degrees F, apply manufacturer's ambient temperature adjustment factors to fuse ratings. 1.05 COORDINATION A. Coordinate fuse ratings with utilization equipment nameplate limitations of maximum fuse size. 1.06 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Fuses: Quantity equal one set of fuses for each amperage. TP-334 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 454 of 630 PART 2 -PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements,provide products by one of the following: 1. Cooper Bussman, Inc. 2. Eagle Electric Mfg. Co.,Inc.; Cooper Industries,Inc. 3. Ferraz Shawmut,Inc. 4. Tracor,Inc.; Littelfuse,Inc. Subsidiary. 5. Or equal. B. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01 Section"Product Options and Substitutions". Specific procedures must be followed before use of an unnamed product or manufacturer. 2.02 CARTRIDGE FUSES A. Characteristics: NEMA FU 1,nonrenewable cartridge fuse; class and current rating indicated; voltage rating consistent with circuit voltage. PART 3 -EXECUTION 3.01 EXAMINATION A. Examine utilization equipment nameplates and installation instructions. Install fuses of sizes and with characteristics appropriate for each piece of equipment. B. Evaluate ambient temperatures to determine if fuse rating adjustment factors must be applied to fuse ratings. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 FUSE APPLICATIONS A. Motor Branch Circuits: Class RK1,time delay. B. Other Branch Circuits: Class RK1,time delay. 3.03 INSTALLATION A. Install fuses in fusible devices. Arrange fuses so rating information is readable without removing fuse. 3.04 IDENTIFICATION A. Install labels indicating fuse replacement information on inside door of each fused switch. TP-335 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 455 of 630 *** END OF SECTION *** SECTION 26 2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following individually mounted, enclosed switches and circuit breakers: 1. Fusible switches. 2. Non-Fusible Switches. 3. Molded-Case Circuit Breakers (MCCBs). 4. Molded-Case Switches. 5. Enclosures. B. Related Sections: 1. Refer to Section 26 2413 for Circuit Breaker requirements. 1.02 DEFINITIONS A. HD: Heavy Duty. B. NC: Normally closed. C. NO: Normally open. D. SPDT: Single pole, double throw. 1.03 SUBMITTALS A. Product Data: For each type of enclosed switch, circuit breaker, accessory, and component indicated. Include dimensioned elevations, sections,weights, and manufacturers'technical data on features,performance, electrical characteristics, ratings, and finishes. 1. Enclosure types and details for types other than NEMA 250, Type 1. 2. Current and voltage ratings. 3. Short-circuit current rating. 4. Features, characteristics, ratings, and factory settings of individual overcurrent protective devices and auxiliary components. TP-336 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 456 of 630 1.04 QUALITY ASSURANCE A. Testing Agency Qualifications: An independent agency,with the experience and capability to conduct the testing indicated,that is a member company of the InterNational Electrical Testing Association or is a nationally recognized testing laboratory(NRTL) as defined by OSHA in 29 CFR 1910.7, and that is acceptable to authorities having jurisdiction. 1. Testing Agency's Field Supervisor: Person currently certified by the InterNational Electrical Testing Association or the National Institute for Certification in Engineering Technologies to supervise on-site testing specified in Part 3. B. Electrical Components,Devices, and Accessories: Listed and labeled as defined in CEC (NFPA 70),Article 100,by a testing agency acceptable to authorities having jurisdiction,and marked for intended use. C. Comply with CEC (NFPA 70). D. Product Selection for Restricted Space: Drawings indicate maximum dimensions for enclosed switches and circuit breakers, including clearances between enclosures, and adjacent surfaces and other items. Comply with indicated maximum dimensions. 1.05 PROJECT CONDITIONS A. Environmental Limitations: Rate equipment for continuous operation under the following conditions,unless otherwise indicated: 1. Ambient Temperature: Not less than minus 22 degrees F and not exceeding 104 degrees F. 2. Altitude: Not exceeding 6600 feet. B. Interruption of Existing Electric Service: Do not interrupt electric service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary electric service according to requirements indicated: 1. City's Representative no fewer than 10 days in advance of proposed interruption of electric service. 2. Indicate method of providing temporary electric service. 3. Do not proceed with interruption of electric service without City's Representative's written permission. 4. Comply with NFPA 70E. 1.06 COORDINATION A. Coordinate layout and installation of switches, circuit breakers,and components with other construction, including conduit, piping, equipment, and adjacent surfaces. Maintain required workspace clearances and required clearances for equipment access doors and panels. TP-337 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 457 of 630 PART 2-PRODUCTS 2.01 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists,the following requirements apply to product selection: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2. Or Equal: Where products are specified by manufacturers name and accompanied by the term "or equal", comply with provisions in Division 01 Section"Product Options and Substitutions". Specific procedures must be followed before use of an unnamed product or manufacturer. 2.02 FUSIBLE AND NONFUSIBLE SWITCHES A. Manufacturers: 1. Eaton Corporation; Cutler-Hammer Products. 2. General Electric Co.;Electrical Distribution& Control Division. 3. Siemens Energy&Automation,Inc. 4. Square D/Group Schneider. 5. Or equal. B. Fusible Switch, 600 A and Smaller: NEMA KS 1,Type HD,with clips or bolt pads to accommodate specified fuses, lockable handle with capability to accept two padlocks, and interlocked with cover in closed position. C. Non-Fusible Switch, 600 A and Smaller: NEMA KS 1,Type HD, lockable handle with capability to accept two padlocks, and interlocked with cover in closed position. D. Type GD, General Duty, Single Throw, 240-Vac, 800 A and Smaller: UL 98 and NEMA KS 1,horsepower rated, with fuse interiors to accommodate fuses, lockable handle with capability to accept two padlocks, and interlocked with cover in closed position. E. Type HD,Heavy Duty, Single Throw, 240-600Vac, 1200 A and Smaller: UL 98 and NEMA KS 1, horsepower rated, with clips or bolt pads to accommodate fuses, lockable handle with capability to accept three padlocks, and interlocked with cover in closed position. F. Type HD,Heavy Duty, Six Pole, Single Throw, 240-600Vac,200 A and Smaller: UL 98 and NEMA KS 1,horsepower rated, with clips or bolt pads to accommodate fuses, lockable handle with capability to accept three padlocks, and interlocked with cover in closed position. G. Type HD,Heavy Duty, Double Throw, 240-600Vac, 1200 A and Smaller: UL 98 and NEMA KS 1, horsepower rated, with clips or bolt pads to accommodate fuses, lockable handle with capability to accept three padlocks, and interlocked with cover in closed position. TP-338 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 458 of 630 H. Accessories: 1. Equipment Ground Kit: Internally mounted and labeled for copper ground conductors. 2. Neutral Kit: Internally mounted; insulated, capable of being grounded, and bonded; and labeled for copper neutral conductors. 3. Auxiliary Contact Kit: Auxiliary set of contacts arranged to open before switch blades open. 2.03 MOLDED-CASE CIRCUIT BREAKERS A. Manufacturers: 1. Eaton Electrical Inc.;Cutler-Hammer Business Unit. 2. General Electric Company; GE Consumer&Industrial-Electrical Distribution. 3. Siemens Energy&Automation,Inc. 4. Square D;a brand of Schneider Electric. 5. Or equal. B. General Requirements: Comply with UL 489,NEMA AB 1, and NEMA AB 3,with interrupting capacity to comply with available fault currents. C. Thermal-Magnetic Circuit Breakers: Inverse time-current element for low-level overloads and instantaneous magnetic trip element for short circuits. Adjustable magnetic trip setting for circuit-breaker frame sizes 250 A and larger. D. Adjustable,Instantaneous-Trip Circuit Breakers: Magnetic trip element with front-mounted, field-adjustable trip setting. E. Electronic Trip Circuit Breakers: Field-replaceable rating plug,RMS sensing,with the following field-adjustable settings: 1. Instantaneous trip. 2. Long- and short-time pickup levels. 3. Long- and short-time time adjustments. 4. Ground-fault pickup level,time delay, and I2t response. F. Current-Limiting Circuit Breakers: Frame sizes 400 A and smaller, and let-through ratings less than NEMA FU 1,RK-5. G. Integrally Fused Circuit Breakers: Thermal-magnetic trip element with integral limiter-style fuse listed for use with circuit breaker and trip activation on fuse opening or on opening of fuse compartment door. H. Ground-Fault, Circuit-Interrupter(GFCI) Circuit Breakers: Single- and two-pole configurations with Class A ground-fault protection (6-mA trip). I. Ground-Fault, Equipment-Protection(GFEP) Circuit Breakers: With Class B ground-fault protection(30-mA trip). TP-339 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 459 of 630 J. Features and Accessories: 1. Standard frame sizes, trip ratings, and number of poles. 2. Lugs: Compression type, suitable for number, size,trip ratings, and conductor material. 3. Application Listing: Appropriate for application; Type SWD for switching fluorescent lighting loads; Type HID for feeding fluorescent and high-intensity discharge lighting circuits. 4. Shunt Trip: Trip coil energized from separate circuit,with coil-clearing contact. 5. Under-voltage Trip: Set to operate at 35 to 75 percent of rated voltage without intentional time delay. 6. Auxiliary Contacts: One SPDT switch 7. Alarm Switch: One NO contact that operates only when circuit breaker has tripped. 8. Electrical Operator: Provide remote control for on, off, and reset operations. 9. Accessory Control Power Voltage: Integrally mounted, self-powered -24V ac 2.04 MOLDED-CASE SWITCHES A. Manufacturers: 1. Eaton Electrical Inc.;Cutler-Hammer Business Unit. 2. General Electric Company; GE Consumer&Industrial-Electrical Distribution. 3. Siemens Energy&Automation,Inc. 4. Square D; a brand of Schneider Electric. 5. Or equal. B. General Requirements: MCCB with fixed,high-set instantaneous trip only, and short-circuit withstand rating equal to equivalent breaker frame size interrupting rating. 2.05 ENCLOSURES A. Enclosed Switches and Circuit Breakers: NEMA AB 1,NEMA KS 1,NEMA 250, and UL 50, to comply with environmental conditions at installed location. 1. Indoor, Dry and Clean Locations: NEMA 250, Type 1. 2. Outdoor Locations: NEMA 250, Type 3R. 3. Kitchen/Wash-Down Areas: NEMA 250, Type 4X, Stainless Steel. 4. Other Wet or Damp,Indoor Locations: NEMA 250, Type 4. 5. Indoor Locations Subject to Dust,Falling Dirt, and Dripping Noncorrosive Liquids: NEMA 250, Type 12. 6. Hazardous Areas Indicated on Drawings: NEMA 250, Type 7C. TP-340 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 460 of 630 PART 3 -EXECUTION 3.01 EXANIINATION A. Examine elements and surfaces to receive enclosed switches and circuit breakers for compliance with installation tolerances and other conditions affecting performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION A. Comply with applicable portions of NECA 1,NEMA PB 1.1, and NEMA PB 2.1 for installation of enclosed switches and circuit breakers. B. Mount individual wall-mounting switches and circuit breakers with tops at uniform height, unless otherwise indicated. Anchor floor-mounting switches to concrete base. C. Comply with mounting and anchoring requirements specified in Division 26 Section "Vibration and Seismic Controls for Electrical Work". D. Temporary Lifting Provisions: Remove temporary lifting eyes, channels, and brackets and temporary blocking of moving parts from enclosures and components. 3.03 IDENTIFICATION A. Identify field-installed conductors, interconnecting wiring, and components; provide warning signs as specified in Division 26 Section "Common Work Results for Electrical"and Identification for Electrical Systems". B. Enclosure Nameplates: Label each enclosure with engraved metal or laminated-plastic nameplate as specified in Division 26 Section "Common Work Results for Electrical" and "Identification for Electrical Systems". C. Perform the following field tests and inspections and prepare test reports: 1. Test mounting and anchorage devices according to requirements in Division 26 Section "Vibration and Seismic Controls for Electrical Work". 2. Perform each electrical test and visual and mechanical inspection stated in NETA ATS, Section 7.5 for switches and Section 7.6 for molded-case circuit breakers. Certify compliance with test parameters. 3. Correct malfunctioning units on-site,where possible, and retest to demonstrate compliance; otherwise, replace with new units and retest. 4. Infrared Scanning: a. Initial Infrared Scanning: After Substantial Completion,but not more than 60 days after Final Acceptance,perform an infrared scan of each enclosed switch and circuit breaker. Open or remove doors or panels so connections are accessible to portable scanner. b. Follow-Up Infrared Scanning: Perform an additional follow-up infrared scan of each unit 11 months after date of Substantial Completion. c. Instruments,Equipment and Reports: TP-341 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 461 of 630 1) Use an infrared scanning device designed to measure temperature or to detect significant deviations from normal values. Provide calibration record for device. 2) Prepare a certified report that identifies enclosed switches and circuit breakers included and describes scanning results. Include notation of deficiencies detected,remedial action taken, and observations after remedial action. 3.04 ADJUSTING A. Set field-adjustable switches and circuit-breaker trip ranges. 3.05 CLEANING A. On completion of installation, vacuum dirt and debris from interiors; do not use compressed air to assist in cleaning. B. Inspect exposed surfaces and repair damaged finishes. *** END OF SECTION *** TP-342 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 462 of 630 CITY OF ROSEMEAD GARVEY PARK GYM COOLIG ADDITION PROJECT No. 310N17 PART ►►D► APPENDIX City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 463 of 630 APPENDIX A-APPLICABLE WAGE RATES City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 464 of 630 Department of Labor-DAVIS BACON Wage Rates CA20200022 01/31/2020 Mod 2 Any questions regarding wages, please contact: Sandra Lee I Labor Compliance Officer I Michael Baker International [0] 562-753-2833 [M] 213-273-6986 Email:sandra.lee@mbakerintl.com City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 465 of 630 "General Decision Number: CA20200022 01/31/2020 Superseded General Decision Number: CA20190022 State: California Construction Types: Building, Heavy (Heavy and Dredging) and Highway County: Los Angeles County in California. BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Note: Under Executive Order(EO) 13658, an hourly minimum wage of$10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued)on or after January 1, 2015. If this contract is covered by the EO,the contractor must pay all workers in any classification listed on this wage determination at least$10.80 per hour(or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination,the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/03/2020 1 01/10/2020 2 01/31/2020 ASBE0005-002 09/01/2019 Rates Fringes Asbestos Workers/Insulator (Includes the application of file:///ranccalfs1/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 466 of 630 _ all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems) $43.77 22.48 Fire Stop Technician (Application of Firestopping Materials for wall openings and penetrations in walls, floors, ceilings and curtain walls) $ 28.92 18.73 ASBE0005-004 07/01/2019 Rates Fringes Asbestos Removal worker/hazardous material handler(Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all _ insulation materials from mechanical systems,whether they contain asbestos or not)....$20.63 12.17 BOIL0092-003 03/01/2018 Rates Fringes BOILERMAKER $44.07 33.52 - * BRCA0004-007 05/01/2018 Rates Fringes BRICKLAYER;MARBLE SETTER $ 40.46 15.15 *The wage scale for prevailing wage projects performed in Blythe, China lake, Death Valley,Fort Irwin, Twenty-Nine Palms,Needles and 1-15 corridor(Barstow to the Nevada State Line)will be Three Dollars ($3.00) above the standard San Bernardino/Riverside County hourly wage rate BRCA0018-004 06/01/2019 Rates Fringes - MARBLE FINISHER $ 33.43 14.11 TILE FINISHER $ 28.23 12.65 - TILE LAYER $ 40.07 18.36 BRCA0018-010 09/01/2018 frle:///ranccalfs1/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 467 of 630 Rates Fringes TERRAZZO FINISHER $ 31.25 13.41 TERRAZZO WORKER/SETTER $ 38.39 14.18 CARP0409-001 07/01/2018 Rates Fringes CARPENTER (1) Carpenter, Cabinet Installer, Insulation Installer, Hardwood Floor Worker and acoustical installer $ 41.84 19.17 (2)Millwright $42.91 19.17 (3)Piledrivermen/Derrick Bargeman, Bridge or Dock Carpenter,Heavy Framer, Rock Bargeman or Scowman, Rockslinger, Shingler (Commercial) $42.54 19.17 (4) Pneumatic Nailer, Power Stapler $40.09 19.17 (5) Sawfiler $ 39.83 19.17 (6) Scaffold Builder $ 31.60 19.17 (7) Table Power Saw Operator $ 40.93 19.17 FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by piledrivers): $0.13 per hour additional. CARP0409-002 07/01/2016 Rates Fringes Diver (1) Wet $ 712.48 17.03 (2) Standby $ 356.24 17.03 (3) Tender $ 348.24 17.03 (4)Assistant Tender $ 324.24 17.03 Amounts in "Rates' column are per day CARP0409-005 07/01/2015 Rates Fringes file:///ranccalfs1/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 468 of 630 Drywall DRYWALL INSTALLER/LATHER....$ 37.35 11.08 STOCKER/SCRAPPER $ 10.00 7.17 CARP0409-008 08/01/2010 Rates Fringes Modular Furniture Installer $ 17.00 7.41 ELEC0011-004 08/05/2019 Rates Fringes ELECTRICIAN(INSIDE ELECTRICAL WORK) Journeyman Electrician $ 46.80 3%+28.06 ELECTRICIAN (INTELLIGENT TRANSPORTATION SYSTEMS Street Lighting, Traffic Signals, CCTV,and Underground Systems) Journeyman Transportation Electrician $46.85 3%+28.02 Technician $ 35.14 3%+28.02 FOOT NOTE: CABLE SPLICER&INSTRUMENT PERSON:Recieve 5%additional per hour above Journeyman Electrician basic hourly rate. TUNNEL WORK: 10% additional per hour. SCOPE OF WORK- TRANSPORTATION SYSTEMS ELECTRICIAN: Installation of street lights and traffic signals,including electrical circuitry,programmable controllers, pedestal-mounted electrical meter enclosures and laying of pre-assembled multi-conductor cable in ducts, layout of electrical systems and communication installation, including proper position of trench depths and radius at duct banks, location for man holes,pull boxes, street lights and traffic signals. Installation of underground ducts for electrical,telephone, cable television and communication systems. Pulling,termination and splicing of traffic signal and street lighting conductors and electrical systems including interconnect,detector loop, fiber optic cable and video/cable. TECHNICIAN: Distribution of material at job site, manual excavation and backfill, installation of system conduits and raceways for electrical, telephone, cable television and communication systems. Pulling,terminating and splicing of traffic signal file:///rancca1fsl/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 469 of 630 and street lighting conductors and electrical systems including interconnect, detector loop, fiber optic cable and video/data. * ELEC0011-005 12/31/2018 COMMUNICATIONS & SYSTEMS WORK(excludes any work on Intelligent Transportation Systems or CCTV highway systems) Rates Fringes Communications System Installer $ 36.07 3%+14.43 Technician $ 33.30 3%+27.82 SCOPE OF WORK The work covered shall include the installation, testing, service and maintenance, of the following systems that utilize the transmission and/or transference of voice, sound, vision and digital for commercial, education, security and entertainment purposes for TV monitoring and surveillance,background foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, nurse call system, radio page, school intercom and sound, burglar alarms and low voltage master clock systems. A. Communication systems that transmit or receive information and/or control systems that are intrinsic to the above listed systems SCADA(Supervisory control/data acquisition PCM (Pulse code modulation)Inventory control systems Digital data systems Broadband &baseband and carriers Point of sale systems VSAT data systems Data communication systems RF and remote control systems Fiber optic data systems B. Sound and Voice Transmission/Transference Systems Background-Foreground Music Intercom and Telephone Interconnect Systems Sound and Musical Entertainment Systems Nurse Call Systems Radio Page Systems School Intercom and Sound Systems Burglar Alarm Systems Low-Voltage Master Clock Systems Multi-Media/Multiplex Systems Telephone Systems RF Systems and Antennas and Wave Guide C. *Fire Alarm Systems-installation, wire pulling and testing. D. Television and Video Systems Television Monitoring and Surveillance Systems Video Security Systems Video Entertainment Systems Video Educational Systems CATV and CCTV file:///rancca1fs1/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 470 of 630 E. Security Systems, Perimeter Security Systems,Vibration Sensor Systems Sonar/Infrared Monitoring Equipment, Access Control Systems, Card Access Systems *Fire Alarm Systems 1. Fire Alarms-In Raceways: Wire and cable pulling in raceways performed at the current electrician wage rate and fringe benefits. 2. Fire Alarms-Open Wire Systems: installed by the Technician. ELEC 1245-001 06/01/2019 Rates Fringes LINE CONSTRUCTION (1)Lineman; Cable splicer..$ 58.09 19.36 (2)Equipment specialist (operates crawler tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below), overhead & underground distribution line equipment) $46.40 18.17 (3) Groundman $ 35.47 17.79 (4)Powderman $49.55 3%+17.65 HOLIDAYS:New Year's Day, M.L. King Day,Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day ELEV0018-001 01/01/2019 Rates Fringes ELEVATOR MECHANIC $ 55.58 34.125 FOOTNOTE: PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. PAID HOLIDAYS:New Years Day,Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day. ENGI0012-003 07/01/2018 Rates Fringes file:///ranccalfsl/...OHVAC/o20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 471 of 630 OPERATOR: Power Equipment (All Other Work) GROUP 1 $45.30 25.25 GROUP 2 $46.08 25.25 GROUP 3 $46.37 25.25 GROUP 4 $47.86 25.25 GROUP 5 $48.96 25.25 GROUP 6 $48.08 25.25 GROUP 8 $48.19 25.25 GROUP 9 $ 49.29 25.25 GROUP 10 $48.31 25.25 GROUP 11 $49.41 25.25 GROUP 12 $48.48 25.25 GROUP 13 $48.58 25.25 GROUP 14 $48.61 25.25 GROUP 15 $48.69 25.25 GROUP 16 $48.81 25.25 GROUP 17 $48.98 25.25 GROUP 18 $ 49.08 25.25 GROUP 19 $49.19 25.25 GROUP 20 $49.31 25.25 GROUP 21 $49.48 25.25 GROUP 22 $ 49.58 25.25 GROUP 23 $49.69 25.25 GROUP 24 $49.81 25.25 GROUP 25 $49.98 25.25 OPERATOR: Power Equipment (Cranes, Piledriving& Hoisting) GROUP 1 $46.65 25.25 GROUP 2 $47.43 25.25 GROUP 3 $47.72 25.25 GROUP 4 $47.86 25.25 GROUP 5 $ 48.08 25.25 GROUP 6 $ 48.19 25.25 GROUP 7 $48.31 25.25 GROUP 8 $48.48 25.25 GROUP 9 $48.65 25.25 GROUP 10 $ 49.65 25.25 GROUP 11 $ 50.65 25.25 GROUP 12 $ 51.65 25.25 GROUP 13 $ 52.65 25.25 OPERATOR: Power Equipment (Tunnel Work) GROUP 1 $47.15 25.25 GROUP 2 $47.93 25.25 GROUP 3 $ 48.22 25.25 GROUP 4 $ 48.39 25.25 GROUP 5 $ 48.58 25.25 GROUP 6 $48.69 25.25 GROUP 7 $ 48.81 25.25 PREMIUM PAY: $3.75 per hour shall be paid on all Power Equipment Operator file:///rancca1fsl/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] I City of Rosemead,California work on the followng Military Bases: ChiBid Packan aLe,GarveakeNParkaval G m Cooling Addition,Project No:31019 Document Control Page 472 of 630 Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, I Fort Irwin,Nebo Annex Marine Base,Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp Pendleton 1 Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified 1 as a concrete mobile mixer operator. SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS IPOWER EQUIPMENT OPERATORS CLASSIFICATIONS I GROUP 1: Bargeman;Brakeman; Compressor operator;Ditch Witch,with seat or similar type equipment; Elevator operator-inside;Engineer Oiler; Forklift operator I (includes Toed, lull or similar types under 5 tons; Generator operator; Generator, pump or compressor plant operator;Pump operator; Signalman; Switchman 1 GROUP 2: Asphalt-rubber plant operator(nurse tank operator); Concrete mixer operator-skip type; Conveyor operator; I Fireman; Forklift operator(includes Toed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant); Petromat laydown machine; PJU I side dum jack; Screening and conveyor machine operator(or similar types); Skiploader(wheel type up to 3/4 yd. without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler IGROUP 3:Asphalt-rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser(rack); Ford Ferguson I (with dragtype attachments);Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator I GROUP 4: Asphalt plant fireman; Backhoe operator(mini-max or similar type);Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; I Concrete cleaning decontamination machine operator; Concrete Pump Operator(small portable); Drilling machine operator, small auger types (Texoma super economatic or I similar types -Hughes 100 or 200 or similar types - drilling depth of 30'maximum); Equipment greaser(grease truck); Guard rail post driver operator; Highline cableway I signalman; Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel);Power concrete curing machine operator; Power concrete saw operator;Power-driven jumbo form setter operator; Power sweeper operator; Rock Wheel ElSaw/Trencher;Roller operator(compacting); Screed operator (asphalt or concrete); Trenching machine operator(up to 6 ft.); Vacuum or much truck i file:///ranccalfs1/...OHVAC%20Project/DBA%20and%20DIR%20Wage%2ORates/DBA%20CA20200022%2001-31-2020%2OMod%202.txt[2/20/2020 4:33:18 PM] Cit of Rosemead,California Bid Package,Garvey Park GymCooling Addition,Project No:31019 Document Control Page 473 of 630 GROUP 5: Equipment Greaser(Grease Truck/Multi Shift . GROUP 6: Articulating material hauler; Asphalt plant engineer;Batch plant operator; Bit sharpener; Concrete joint machine operator(canal and similar type); Concrete planer operator;Dandy digger; Deck engine operator; Derrickman (oilfield type); Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types -Texoma 330, 500 or 600 auger or similar types -drilling depth of 45' maximum);Drilling machine operator; Hydrographic seeder machine operator(straw, pulp or seed), Jackson track maintainer, or similar type;Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator,Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator(concrete, Clary-Johnson-Bidwell or similar); Micro tunnel system (below ground);Pavement breaker operator(truck mounted); Road oil mixing machine operator; Roller operator(asphalt or finish),rubber-tired earth moving equipment(single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds.); Slip form pump operator(power driven hydraulic lifting device for concrete forms); Tractor operator-bulldozer, tamper-scraper(single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types); Tugger hoist operator(1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator GROUP 8:Asphalt or concrete spreading operator(tamping or finishing); Asphalt paving machine operator(Barber Greene or similar type); Asphalt-rubber distribution operator; Backhoe operator(up to and including 3/4 yd.), small ford, Case or similar; Cast-in-place pipe laying machine operator; Combination mixer and compressor operator(gunite work); Compactor operator(self-propelled); Concrete mixer operator(paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman;Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator(Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator(Rackley-Presswell or similar type); Pumperete gun operator; Rock Drill or similar types; Rotary drill operator(excluding caisson type); Rubber-tired earth-moving equipment operator(single engine, file:///ranccalfsl/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 474 of 630 caterpillar,Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck); Rubber-tired scraper operator(self-loading paddle wheel type-John Deere, 1040 and similar single unit); Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator(crawler and wheel type over 1-1/2 yds. • up to and including 6-1/2 yds.); Soil remediation plant Ioperator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or similar-bulldozer,tamper, scraper and push tractor single engine); Tractor operator(boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator; Trenching machine operator(over 6 ft. depth capacity, manufacturer's rating);trenching Machine with Road Miner attachment(over 6 ft depth capacity):Ultra high pressure I waterjet cutting tool system mechanic; Water pull (compaction) operator IGROUP 9:Heavy Duty Repairman GROUP 10: Drilling machine operator, Bucket or auger types t (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar types-drilling depth of 105'maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail locomotive operator(diesel, gas or electric);Motor patrol-blade operator(single engine); Multiple engine tractor operator(Euclid and similar type-except Quad 9 Icat.); Rubber-tired earth-moving equipment operator(single engine, over 50 yds. struck);Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator(single engine, over 50 yds. struck); Rubber tired earth moving equipment operator(multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator(crawler and wheel type over 6-1/2 yds.); Woods mixer operator(and similar Pugmill equipment) GROUP 11: Heavy Duty Repairman -Welder Combination, Welder- Certified. GROUP 12:Auto grader operator;Automatic slip form operator; —I Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types -Watson, auger 6000 or similar types -Hughes Super Duty, auger 200 or similar types - drilling depth of 175'maximum);Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards;Mechanical finishing machine operator;Mobile form traveler operator; Motor patrol operator(multi-engine); Pipe mobile machine operator; Rubber-tired earth-moving file:///ranccalfs1/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 475 of 630 equipment operator(multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber-tired self- loading scraper operator(paddle-wheel-auger type self-loading-two (2) or more units) GROUP 13: Rubber-tired earth-moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck) GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth-moving equipment operator(operating a second piece of equipment: $1.00 per hour additional); Wheel excavator operator(over 750 cu. yds.) GROUP 15:Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar,Euclid,Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine-up to and including 25 yds. struck) GROUP 16: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 17: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu.yds. struck); Tandem tractor operator(operating crawler type tractors in tandem - Quad 9 and similar type) GROUP 18:Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, up to and including 25 yds. struck) GROUP 19:Rotex concrete belt operator(or similar types); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, Caterpillar, Euclid,Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units -multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - file:///rancca1fsl/...OHVAC%20Project/DBA%20and%2ODIR%20Wage%2oRates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 476 of 630 single engine, over 50 yds. struck);Rubber-tired earth-moving equipment operator, operating in tandem (scrapers,belly dumps, and similar types in any combination, excluding compaction units-multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 21:Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units- multiple engine,Euclid, Caterpillar and similar type, over 50 cu.yds. struck) GROUP 22:Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine,up to and including 25 yds. struck) GROUP 23: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, Caterpillar,Euclid,Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck);Rubber-tired earth-moving equipment operator, operating with the tandem push-pull system (multiple engine,up to and including 25 yds. struck) GROUP 24: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, over 50 yds. struck);Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 25: Concrete pump operator-truck mounted; Rubber-tired -- earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) CRANES, PILEDRNING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1:Engineer oiler;Fork lift operator(includes Toed, lull or similar types) GROUP 2: Truck crane oiler GROUP 3: A-frame or winch truck operator;Ross carrier operator(jobsite) GROUP 4: Bridge-type unloader and turntable operator; Helicopter hoist operator GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type); Tugger hoist operator(1 drum) file:///ranccalfs1/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 477 of 630 GROUP 6: Bridge crane operator; Cretor crane operator;Hoist operator(Chicago boom and similar type); Lift mobile operator;Lift slab machine operator(Vagtborg and similar types); Material hoist and/or manlift operator;Polar gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator(over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator(over 5 cu.yds. mrc); Tower crane repair; Tugger hoist operator(3 drum) GROUP 8: Crane operator(up to and including 25 ton capacity); Crawler transporter operator;Derrick barge operator(up to and including 25 ton capacity);Hoist operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator(over 7 cu. yds., M.R.C.) GROUP 9: Crane operator(over 25 tons and up to and including 50 tons mrc); Derrick barge operator(over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons GROUP 10: Crane operator(over 50 tons and up to and including 100 tons mrc);Derrick barge operator(over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry GROUP 11: Crane operator(over 100 tons and up to and including 200 tons mrc); Derrick barge operator(over 100 tons up to and including 200 tons mrc);Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) GROUP 12: Crane operator(over 200 tons up to and including 300 tons mrc); Derrick barge operator(over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and including 300 tons mrc); Mobile tower crane operator(over 200 tons, up to and including 300 tons mrc) GROUP 13: Crane operator(over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator(over 300 tons) file:///rancca1fs1/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2 020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 478 of 630 TUNNEL CLASSIFICATIONS GROUP 1: Skiploader(wheel type up to 3/4 yd.without attachment) GROUP 2: Power-driven jumbo form setter operator GROUP 3: Dinkey locomotive or motorperson(up to and including 10 tons) GROUP 4: Bit sharpener;Equipment greaser(grease truck); Slip form pump operator(power-driven hydraulic lifting device for concrete forms); Tugger hoist operator(1 drum); Tunnel locomotive operator(over 10 and up to and including 30 tons) GROUP 5: Backhoe operator(up to and including 3/4 yd.); Small Ford, Case or similar;Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator(Athey, Euclid, Sierra and similar types); Mucking machine operator(1/4 yd., rubber-tired, rail or track type);Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading shield (tunnel); Pumperete gun operator; Tractor compressor drill combination operator; Tugger hoist operator(2 drum); Tunnel locomotive operator(over 30 tons) GROUP 6: Heavy Duty Repairman GROUP 7: Tunnel mole boring machine operator ENGINEERS ZONES $1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as defined below: That area within the following Boundary: Begin in San Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian. Continue W in a straight line to that point which is - the SW corner of the northwest quarter of Section 6, T27S, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the western half of the northern quarter of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T24S, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE quarter of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County file:///rancca1fsl/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 479 of 630 boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31 S,R32E, MDM. Continue W to the NW corner of T31 S, R31E, MDM. Continue S to the SW corner of T32S,R31E, MDM. Continue W to SW corner of SE quarter of Section 34, T32S, R30E,MDM. Continue S to SW corner of T11N,R17W, SBM. Continue E along south boundary of Ti 1N, SBM to SW corner of T11N, R7W, SBM. Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, R1E, SBM. Continue S along west boundary of R1E, SMB to Riverside County line at the SW corner of T1S, R1E, SBM. Continue E along south boundary of T1s, SBM(Riverside County Line)to SW corner of T1S, R10E, SBM. Continue S along west boundary of R10E, SBM to Imperial County line at the SW corner of T8S, R10E, SBM. Continue W along Imperial and Riverside county line to NW corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line,then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM $1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below: That area within the following Boundary: Begin approximately 5 miles north of the community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S, R16E, Mt.Diablo Meridian. Continue south along the west side of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW corner of T305, R17E, MDM. Continue S to SW corner of T31S, R17E, MDM. Continue E to SW corner of T31 S, R18E, MDM. Continue S along West side of R18E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R3OW. Follow the west side of R3OW, SBM to the SW corner of T9N, R3OW, SBM. Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of the SE quarter of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, SBM. Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of T8N, R21W. Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W. Continue North along the East edge of R21W, SBM to the NE corner of T12N, R21W, SBM. Continue West along the north edge of T12N, SBM to the SE corner of T32S, R21E, MDM. [T12N SBM is a think strip between T11N SBM and T32S MDM]. Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis file:///ranccalfs1/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,GervePark Gym Cooling Addition,Project No:31019 Document Control Page 480 of 630 Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S,R16E,MDM. $2.00 additional per hour for INYO and MONO Counties and the Northern portion of SAN BERNARDINO County as defined below: That area within the following Boundary: Begin at the intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, T1ON,R22E,Mt.Diablo Meridian. Continue S then SE along the entire western boundary of Mono County,until it reaches Inyo County at the point which is the NE corner of the Western half of the NW quarter of Section 2, T8S,R29E, MDM. Continue SSE along the entire western boundary of Inyo County, until the intersection with Kern County at the point which is the SW corner of the SE 1/4 of Section 32, T24S,R37E, MDM. Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6, T25S,R42E, MDM. Continue S to that point which is the SW corner of the NW quarter of Section 6, T27S,R42E, MDM. Continue E in a straight line to the California and Nevada state border at the point which is the NW corner of Section 1, T17N,R14E, San Bernardino Meridian. Then continue NW along the state line to the starting point,which is the center of Section 18, T1ON,R22E,MDM. REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE ENGI0012-004 08/01/2015 Rates Fringes OPERATOR: Power Equipment (DREDGING) (1)Leverman $49.50 23.60 (2)Dredge dozer $43.53 23.60 (3)Decimate $43.42 23.60 (4) Winch operator(stern winch on dredge) $42.87 23.60 (5)Fireman-Oiler, Deckhand, Bargeman, Leveehand $42.33 23.60 (6)Barge Mate $42.94 23.60 IRON0377-002 07/01/2019 file:///ranccalfsl/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 481 of 630 Rates Fringes Ironworkers: Fence Erector $ 33.58 24.66 Ornamental, Reinforcing and Structural $40.00 33.30 PREMIUM PAY: $6.00 additional per hour at the following locations: China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland, Edwards AFB,Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms -Marine Corps, U.S.Marine Base-Barstow, U.S.Naval Air Facility- Sealey, Vandenberg AFB $4.00 additional per hour at the following locations: Army Defense Language Institute -Monterey, Fallon Air Base, Naval Post Graduate School-Monterey, Yermo Marine Corps Logistics Center $2.00 additional per hour at the following locations: Port Hueneme,Port Mugu,U.S. Coast Guard Station-Two Rock LAB O03 00-001 07/01/2018 Rates Fringes Brick Tender $ 32.26 18.40 LAB00300-003 07/01/2019 Rates Fringes LABORER(TUNNEL) GROUP 1 $40.19 19.07 GROUP 2 $40.51 19.07 GROUP 3 $ 40.97 19.07 GROUP 4 $ 41.66 19.07 LABORER GROUP 1 $ 35.24 20.09 GROUP 2 $ 35.79 20.09 GROUP 3 $ 36.34 20.09 GROUP 4 $ 37.89 20.09 GROUP 5 $ 38.24 20.09 LABORER CLASSIFICATIONS file:///rancca1 fs1/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] Ci of Rosemead,California Bid Packa e,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 482 of 630 GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike-off; Concrete,water curing; Demolition laborer,the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler;Flag person; Gas, oil and/or water pipeline laborer;Laborer, asphalt-rubber material loader;Laborer, general or construction;Laborer, general clean-up;Laborer, landscaping;Laborer,jetting; Laborer, temporary water and air lines;Material hose operator (walls, slabs, floors and decks);Plugging, filling of shee bolt holes;Dry packing of concrete;Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers;Rigging and signaling; Scaler; Slip form raiser;Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling- all concrete pouring operations GROUP 2: Asphalt shoveler; Cement dumper(on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator(demolition);Fine grader,highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water pipeline wrapper-pot tender and form person; Guinea chaser;Headerboard person- asphalt;Laborer, packing rod steel and pans;Membrane vapor barrier installer; Power broom sweeper(small);Riprap stonepaver,placing stone or wet sacked concrete;Roto scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer(lead); Tank scaler and cleaner; Tree climber, faller, chain saw operator, Pittsburgh chipper and similar type brush shredder;Underground laborer, including caisson bellower GROUP 3:Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller,jackhammer, 2-1/2 ft. drill steel or longer;Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out;High scaler(including drilling of same);Hydro seeder and similar type;Impact wrench multi-plate;Kettle person, - pot person and workers applying asphalt, lay-kold, creosote, lime caustic and similar type materials (""applying""means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating - machine,pavement breaker, air blasting, come-alongs, and _ similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock slinger;Rotary scarifier or multiple head concrete file:///ranccalfsl/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 483 of 630 chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand-propelled GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter(walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand-guided lagging hammer; Head rock slinger; Laborer, asphalt-rubber distributor boot person; Laser beam in connection with laborers'work; Oversize concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated;No joint pipe and stripping of same;Prefabricated manhole installer; Sandblaster (nozzle person),water blasting,Porta Shot-Blast GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller:All power drills, excluding jackhammer, whether core, diamond,wagon,track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal TUNNEL LABORER CLASSIFICATIONS GROUP 1: Batch plant laborer; Changehouse person; Dump person; Dump person (outside); Swamper(brake person and switch person on tunnel work); Tunnel materials handling person;Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.) GROUP 2: Chucktender, cabletender; Loading and unloading agitator cars;; Vibrator person,jack hammer, pneumatic tools (except driller); Bull gang mucker, track person; Concrete crew, including rodder and spreader GROUP 3:Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine);Nozzle person; Operating of troweling and/or grouting machines; Powder person (primer house);Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, file:///ranccalfsl/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] - City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 484 of 630 wood or steel; Tunnel Concrete finisher GROUP 4: Diamond driller; Sandblaster; Shaft and raise work LAB00300-005 01/01/2018 Rates Fringes Asbestos Removal Laborer $ 33.19 17.78 SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding, fabrication of temporary wooden barriers and assembly of decontamination stations. LABO0345-001 07/01/2019 Rates Fringes LABORER(GUNITE) GROUP 1 $44.05 18.42 GROUP 2 $43.10 18.42 GROUP 3 $ 39.56 18.42 FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a Bosn'n's Chair or suspended from a rope or cable shall receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates,paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of 75'-0"" above base level and which work must be performed in whole or in part more than 75'-0"" above base level,that work performed above the 75'-0"" level shall be compensated for at 35 cents per hour above the applicable classification wage rate. GUNI IL LABORER CLASSIFICATIONS GROUP 1: Rodmen,Nozzlemen GROUP 2: Gunmen GROUP 3: Reboundmen LABO 1184-001 07/01/2019 file:///ranccalfsl/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 485 of 630 Rates Fringes Laborers: (HORIZONTAL DIRECTIONAL DRILLING) (1)Drilling Crew Laborer...$ 36.70 15.05 (2)Vehicle Operator/Hauler.$ 36.87 15.05 (3)Horizontal Directional Drill Operator $ 38.72 15.05 (4) Electronic Tracking Locator $40.72 15.05 Laborers: (STRIPING/SLURRY SEAL) GROUP 1 $ 37.91 18.06 GROUP 2 $ 39.21 18.06 GROUP 3 $41.22 18.06 GROUP 4 $42.96 18.06 LABORERS - STRIPING CLASSIFICATIONS GROUP 1:Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician GROUP 2: Traffic surface abrasive blaster;pot tender- removal of all traffic lines and markings by any method (sandblasting,waterblasting, grinding, etc.) and preparation of surface for coatings. Traffic control person: controlling and directing traffic through both conventional and moving lane closures; operation of all related machinery and equipment GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This • category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the application process. Traffic protective delineating system installer: removes, relocates, installs, permanently affixed roadside and parking delineation barricades, fencing, cable anchor, guard rail, reference signs, monument markers; operation of all related machinery and equipment; power broom sweeper GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all related machinery and equipment LABO 1414-001 08/07/2019 file:///ranccalfsl/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 486 of 630 Rates Fringes LABORER PLASTER CLEAN-UP LABORER....$ 34.82 20.02 PLASTER TENDER $ 37.37 20.02 Work on a swing stage scaffold: $1.00 per hour additional. * PAIN0036-001 07/01/2019 Rates Fringes _ Painters: (Including Lead Abatement) (1)Repaint(excludes San Diego County) $28.59 15.97 (2)All Other Work $ 32.12 16.09 REPAINT of any previously painted structure. Exceptions: work involving the aerospace industry, breweries, commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities. * PAIN0036-006 10/01/2019 Rates Fringes DRYWALL FINISHER/TAPER Antelope Valley North of the following Boundary: Kern County Line to Hwy. #5, South on Hwy. #5 to Hwy.N2,East on N2 to Palmdale Blvd.,to Hwy. #14, South to Hwy. #18, East to Hwy. #395 $ 38.05 19.52 Remainder of Los Angeles County $42.18 19.52 PAIN0036-015 06/01/2018 Rates Fringes GLAZIER $ 42.20 25.50 FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up file:///ranccalfs1/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] Cit of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 487 of 630 PAIIN1247-002 01/01/2019 Rates Fringes SOFT FLOOR LAYER $ 35.35 14.56 PLAS0200-009 08/07/2019 Rates Fringes PLAS I'ERER $43.73 16.03 PLAS0500-002 07/01/2019 Rates Fringes CEMENT MASON/CONCRETE FINISHER...$ 37.00 25.53 PLUM0016-001 09/01/2018 Rates Fringes PLUMBER/PIPEFITTER Plumber and Pipefitter All other work except work on new additions and remodeling of bars, restaurant, stores and commercial buildings not to exceed 5,000 sq. ft. of floor space and work on strip malls, light commercial,tenant improvement and remodel work $ 50.13 22.16 Work ONLY on new additions and remodeling of bars, restaurant, stores and commercial buildings not to exceed 5,000 sq. ft. of floor space $48.58 21.18 Work ONLY on strip malls, light commercial,tenant improvement and remodel work $ 37.10 19.51 PLUM0345-001 09/01/2019 Rates Fringes PLUMBER Landscape/Irrigation Fitter.$ 34.40 23.05 Sewer& Storm Drain Work....$ 34.40 23.05 file:///rancca1fsl/...QHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] Cit of Rosemead California ROO '0036-0O2 08/01/2019 Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 488 of 630 Rates Fringes ROOFER $ 39.52 17.47 FOOTNOTE:Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch,pitch base or pitch impregnated products, or any material containing coal tar pitch,the entire roofing crew shall receive$1.75 per - hour"pitch premium" pay. SFCA0669-013 04/01/2019 DOES NOT INCLUDE THE CITY OF POMONA, CATALINA ISLAND,AND THAT PART OF LOS ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES: Rates Fringes SPRINKLER FITTER $ 38.85 23.85 SFCA0709-005 01/01/2018 THE CITY OF POMOMA, CATALINA ISLAND,AND THAT PART OF LOS ANGELES COUNTY WITHIN.25 MILES OF THE CITY LIMITS OF LOS ANGELES: Rates Fringes _ SPRINKLER FITTER(Fire) $42.26 25.92 SHEE0105-002 01/01/2020 LOS ANGELES (South of a straight line between gorman and Big Pines including Catalina Island) l Rates Fringes SHEET METAL WORKER (1)Light Commercial: Work on general sheet metal and heating and AC up to 4000 sq ft $27.47 10.42 (2)Modernization : Excluding New Construction -Under 5000 sq. ft. Does not include modification, upgrades, energy management, or file:///rancca1fsl/...OHVAC%20Project/DBA%20and%2ODIR%20Wage%2ORates/DBA%20CA20200022%02001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 489 of 630 conservation improvements of central heating and AC equpment $ 27.47 10.72 SHEE0105-003 01/01/2020 LOS ANGELES (South of a straight line drawn between Gorman and Big Pines)and Catalina Island, INYO, KERN(Northeast part, East of Hwy 395), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes SHEET METAL WORKER (1) Commercial-New Construction and Remodel work $45.78 28.96 (2)Industrial work including air pollution control systems,noise abatement, hand rails, guard rails, excluding aritechtural sheet metal work, excluding A-C, heating, ventilating systems for human comfort...$ 45.78 28.96 SHEE0105-004 01/01/2020 KERN(Excluding portion East of Hwy 395) &LOS ANGELES (North of a straight line drawn between Gorman and Big Pines including Cities of Lancaster and Palmdale) COUNTIES Rates Fringes SHEET METAL WORKER $ 35.38 27.99 TEAM0011-002 07/01/2019 Rates Fringes TRUCK DRIVER GROUP 1 $ 31.59 29.59 GROUP 2 $ 31.74 29.59 GROUP 3 $ 31.87 29.59 GROUP 4 $ 32.06 29.59 GROUP 5 $ 32.09 29.59 GROUP 6 $ 32.12 29.59 GROUP 7 $ 32.37 29.59 GROUP 8 $ 32.62 29.59 GROUP 9 $ 32.82 29.59 GROUP 10 $ 33.12 29.59 GROUP 11 $ 33.62 29.59 file:///rancca1fs1/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] daacvmnd,California $ 34.05 Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 490 of 630 9.59 WORK ON ALL MILITARY BASES: PREMIUM PAY: $3.00 per hour additional. [29 palms Marine Base, Camp Roberts, China Lake,Edwards AFB, El Centro Naval Facility, Fort Irwin,Marine Corps Logistics Base at Nebo &Yermo,Mountain Warfare Training Center,Bridgeport, Point Arguello,Point Conception, Vandenberg AFB] TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Truck driver GROUP 2: Driver of vehicle or combination of vehicles-2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom GROUP 3: Driver of vehicle or combination of vehicles- 3 axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck-2 axle;Dump truck, less than 16 yds. water level;Erosion control driver GROUP 4:Driver of transit mix truck,under 3 yds.;Dumperete truck, less than 6-1/2 yds.water level ' GROUP 5: Water truck, 3 or more axles;Truck greaser and tire person($0.50 additional for tire person);Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work; Slurry truck driver 1 GROUP 6: Transit mix truck, 3 yds. or more; Dumperete truck, 6-1/2 yds.water level and over; Vehicle or combination of vehicles-4 or more axles; Oil spreader truck;Dump truck, 16 yds.to 25 yds.water level GROUP 7:A Frame, Swedish crane or similar;Forklift driver; Ross carrier driver GROUP 8: Dump truck, 25 yds.to 49 yds.water level;Truck repair person; Water pull -single engine; Welder GROUP 9: Truck repair person/welder;Low bed driver, 9 axles or over GROUP 10: Dump truck- 50 yds. or more water level; Water pull - single engine with attachment GROUP 11: Water pull -twin engine; Water pull -twin engine with attachments; Winch truck driver- $1.25 additional when operating winch or similar special attachments file:///rancca1fsl/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 491 of 630 GROUP 12: Boom Truck 17K and above WELDERS -Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order(EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded(and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EU, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care;to assist a family member(or person who is like family to the employee)who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member(or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EU is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of"identifiers"that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this file:///ranccalfs1/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] Cit of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 492 of 630 classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement(CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates.Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications;however, 100%of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014.UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS file:///rancca1fs1/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 493 of 630 1.)Has there been an initial decision in the matter?This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance(additional classification and rate)ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Depat tment of Labor 200 Constitution Avenue,N.W. Washington,DC 20210 2.)If the answer to the question in 1.) is yes,then an interested party(those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue,N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.)that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.)All decisions by the Administrative Review Board are final. file:///rancca1fsl/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 494 of 630 END OF GENERAL DECISION" file:///ranccalfsl/...OHVAC%20Project/DBA%20and%20DIR%20Wage%20Rates/DBA%20CA20200022%2001-31-2020%20Mod%202.txt[2/20/2020 4:33:18 PM] City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 495 of 630 State of California Department of Industrial Relations Wage Rates County of Los Angeles 2019-2 PLEASE NOTE THERE ARE PRE-DETERMINED INCREASES TO BE ALLOCATED TO THE WAGE RATES— Increases can be found at the DIR website under the appropriate STEP for 2019-2 General Wage Determination. Please refer to the DIR for Apprentice Rates for this project. Any questions regarding wages, please contact: Sandra Lee I Labor Compliance Officer I Michael Baker International [0] 562-753-2833 [M] 213-273-6986 Email:sandra.lee@mbakerintl.com City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 496 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT To CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 17/3.4 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS LOCALITY:LOS ANGELES COUNTY DETERMINATION:LOS-2019-2 EMPLOYER PAYMENTS STRAIGHT-TIME OVERTIME HOURLY RATE CONTRACT PROVISIONS _ BASIC HEALTH ' ':TOTAL SUNDAY/ "' ' EXPIRATIONVACATION! .,.,OTHER.- „SCOPEi OF, 'TftASTEN PREDETERMINED CRAFT(JOURNEY LEVEL; ''. ISSUb'DAT6 HOURLY .'''AND. PENSION TRAINING r HOURS HOURLY. : .DAILY' . SATURDAY.-. AND HOLIDAYS e- DATE - RATE '.'WELFARE ' .HOLIDAY PAYMENTS RATE'," HOLIDAY YJO<,2IC SUBSISTENCE (' INCREASE 1 n BRICKLAYER STONEMASON, 1 MARBLE MASON,CEMENT .. ...... . .... e.. ..,, .....,�. ..-„,...,......atq... E,,.,,,.. ,_.. ._,,,. ,...._., ...._. ._._„_,.,. BLOCKLAYER,POINTER,CAULKER, 822/2019 04/30/2020 I A 40.950, 8.750 8.610 :6 1 000 0.450 C 8.0 i 59.760 ;.D 80.240 t D 80.240 100.710; HOLIDAYS I SCOPE TRAVEL INCREASE CLEANER i E BRICKLAYER: MASON FINISHER 822/2019 04/302020 A 28670/ 8.750 8.610 6 0.870 It 0.450 c 80 ,I 47.350 0 61.690 0 61.690 76.020 HOLIDAYS SCOPE I. TRAVEL I NO INCREASE n E BRICK TENDER - 822/2019 06/30/2020 33.060 7.470 • 8.400 F A380 1 ,0650 0440 ,C 80 S 54400 70930: 70930 87460 HOLIDAYS SCOPE ,,.,TRAVEL INCREASE E BRICK TENDER: FORKLIFT OPERATOR • 8222019 06/30/2020 33.510 7.470 8.400 F 4.380 0.650 0.440 8.0 , 54.850 71.600 71.600 88.360 j HOLIDAYS SCOPE TRAVEL INCREASE E CARPET,LINOLEUM, F RESILIENT TILE LAYER 822/2019 12/312019 �G 36350, 5.330 5.550 2.050 .0630 0.280 8.0 , 50.190 68.370€H 68.370 86.540 I HOLIDAYS SCOPE TRAVEL INCREASE I MATERIAL HANDLER • 822/2019, 12/312019 D 12.000 5.330 1.940 ..0:550 .0630 0.280 8.0 i 20.730 26.730 ,. 26.730 32.730 HOLIDAYS SCOPE ...TRAVEL INCREASE.,,.., E DRYWALL FINISHER £ • ...... ...... ...... S ... .... .... _ ........ .... ..,.. .... K DRYWALL FINISHER 822/2019 09/30/2019 IL 36050' 8.850 ' 6.630 3.070 .0670 0770 8.0 I 56.040 1 74060:M 74.060 . 92.090 HOLIDAYS SCOPE TRAVEL INCREASE DRYWALL FINISHER = 8222019 1 09/30/2019 1D 40180 t 8850 6630 3070 tt .0670 I 0770 i 80 60170 1 80260 M 80260 !tt100350 HOLIDAYS SCOPE TRAVEL INCREASE n ELECTRICIAN: E I 1 •.... ... € COMM B SYSTEM INSTALLER : 2122/2019 I 11/302019 : 36070 8560 N 5.120 - / 0650 D 0250 80 �.,.51730 I P_ 70310:P 70310 88880 HOLIDAYS SCOPE : TRAVEL NO INCREASE INSIDE WIREMAN,RADIO MONITOR ....t "" .."" TECHNICIAN • 2222019 1 06/30/2019' 45.200 12740 0 14.570 i B 0.710 0.500 i 8.0 t 75.080 i P 98350:P 98.350 121630) HOLIDAYS SCOPE TRAVEL i NO INCREASE CABLE SPLICER-WELDER 2/22/2019 06/302019 47.4661; 12.740 0 14.570 :R ,0710 0500 80 77400 .P 101850 P 10185055' 126290 HOLIDAYS SCOPE TRAVEL NO INCREASE ... . 1111. ... 1111_ .I.. TUNNEL WIREMAN 2222019 061302019 49720 12740 0 14.570 R 0710 0500 80 79730 sP 105340"P 105340 : 130E40 HOLIDAYS SCOPE • TRAVEL NO INCREASE ... 1111_ ......... 1 1111. 1111... 1111. 1111__ .. .€/ .. TUNNEL CABLE SPLICER 2222019 06/302019 52210 12740 0 14570 R 0710 0500 1 80 82300 P 109180..P 109180 , 136.070 HOLIDAYS SCOPE TRAVEL ' NO INCREASE,,,. ... 1111.. 1111_. ...._.... _:.._. .. 1111_.. 1111_ 1111 1111 ... ... .. 1111.. .. TRANSPORTATION SYSTEMS ELECTRICIAN 222/2019 g 05/3012019' s 45.250 a 12.740 '0 14.520 1 R I 0.710 0.500 I 8.0 75.080 •P 98380 I P 98.380 i 121.680 1 HOLIDAYS SCOPE TRAVEL NO INCREASE TRANSPORTATION SYSTEMS ................ 1111............. •............ 1111... 1111. ........ ... .;. 1111... ,......... 1111 ................... .. ..1111... 1111 111_1 ELECTRICIAN(CABLE SPLICING, 222/2019 I 06/302019 I 47.510 t 12.740 i 0 14.520 I R 0.710 I 0.500 80 : 77.410 P 1018701 P 101.870 t 126.340 HOLIDAYS SCOPE TRAVEL NO INCREASE WELDING,AND NETA TESTING) w1„ S te_, TRANSPORTATION SYSTEMS S TECTECHNICIAN 2222019 06/30/2019' 33.940 12.740 0 14.520 R 0.710 0.500 80 i 63.430 .P 80.910 P 80910 98.390 . HOLIDAYS SCOPE TRAVEL NO INCREASE I 9 FIELD SURVEYOR: S • ,,.....�.. /201,M50160 1 4 :_.,.:„ 8.0 €P 103210-P 103210 128.290 HOLIDAYS SCOP TRAVELNO INCREASE T CHIEF OF PARTY(018.167-010) 2222019 09/302019 50160 11450 10650 F 4E20 1 100 0.150": 78130 ..,w,.,.. P 99.90..,..,.: Y11. T INSTRUMENTMAN(016.167-034) 2222019 q 09/30/2019 47.660 11450 10650 F 4450 1.100 0.150 8.0 75.460 P 99290 P 99.290 ; 123.120 HOLIDAYS SCOPE TRAVEL NOINCREASE mm „_,..M... w..w:..98... T CHAINMANIRODMAN(669.567-0t0) 222/2019 1 09/302019 47.080 11.450 • 10.650 F 4.400 1.100 1 0150 80 s 74830 `P 98370 P 98.370 121.910 4 HOLIDAYS SCOPE; TRAVEL NO INCREASE n GLAZIER 8/2212019 12/312019 u 45.450 v 7750 16410 w - 0770 0880 BO � 71.2651±% 92990-x 92990 114710 r HOLIDAYS SCOPE, � TRAVEL INCREASE ....22/ ,..9 1 .w.,.m34,3. ...__CO_....,., E MARBLEFINISHER ,-.,. 19 1 05/312020 Y 33430 9250 • 3.950 0910 0370 80 € 47910 Z 64630 AA 64.630 As 81340 HOLIDAYS SCOPE TRAVEL , NO INCREASE n PAINTER: ' .., 1,1,,11,. '-- AC PAINTER,LEAD ABATEMENT • 8222019 06/30/2020 L 32120 8900 4040 • 2550 0600 1010 60 49220 FAD 65280 AD 65280 AD 65.280 HOLIDAYS SCOPE TRAVEL INCREASE „ 11,1_1...<................,,.... .j. �. 111,1,.. ,1111,.„.. ,.,_...,...,......_......,..,.. -,, ..,. .,. ._. AC REPAINT PAINTER.LEAD ABATEMENT 1 8/22/2019 , 06/30/2020 ,.L 28.590€ 8.900 4.040 2.430 • 0.600 1.010 80 t 45.570 [AE 59.870£AB 59.870 AE 59.870 HOLIDAYS SCOPE TRAVEL INCREASE .._.,..,.,,,., y.. 1,111 „. ...............2.. � .01...,..,�-, ...d,.._ AF PAINTER,LEAD ABATEMENT 8/22/2019 06/30/2020 L 27.680 8900 4040 ' 2410 0600 1010 80 44640 AD 584E0 AD 58480 AD 58.480 HOLIDAYS SCOPE 'RAVE INCREASE ,.,_......._...a. ,w..,,,..... ......... ...._,...,,..w.,.. ... „...__......,. �,..,.._..,, .,..,..,..,._1111... ,. .:.. AF REPAINT PAINTER,LEAD ABATEMENT 822/2019 : 06/30/2020 L 25.400 t 8.900 I 4.040 t 2.330 0.600 . 8.0 € 42.280 ;AS 54.980 i AE 54.960 AS 54,980 HOLIDAYS SCOPE TRAVEL 3 INCREASE _111,1 .._.,.. 1111 ac INDUSTRIAL PAINTER 8/22/2019 06/302020 EL 34.020/ 8.900 4.040 2.850 0.700 1010 80 51520 AD 68530 AD 68530 AD 68530 1 HIOLIDAYS SCOPE TRAVEL INCREASE AC INDUSTRIAL REPAINT PAINTER 822/2019 1 06/302020 I 303401 8900 4.040 2.710 0.700 1.010 8.0 47.700 AB 62.870 AS 62.870 AE 62.870 1 HOLIDAYS SCOPE TRAVEL INCREASF 1_1114. 5. 1111.. 1111. d PLASTERER 8222019 08104/2020 S 37.860 9380 E 5840 AD 5.870 0.810 1.040 AH 8.0 60.800 an 79.730 Al 79.730 98.660 € HOLIDAYS SCOPE TRAVEL INCREASE 1111.._ ...... 1111 ..,. 1111 a a PLASTER TENDER 8222019 08/04/2020 37370 7470 8300 AK 5.180 1.020 0960 80 60.300 Al.€ 78990 AM 78990 97.670 HOLIDAYS SCOPE TRAVEL • INCREASE 1111. 1111.. 1111 1111. PLASTER CLEAN-UP LABORER 8222019 1 08/042020 34820 7470 8300 AK 5180 / 1 020 0860 80 57750 1 AL 75160 AM 75160 92570 HOLIDAYS SCOPE TRAVEL INCREASE 1 n PLUMBER: .... 1111... 1.,...,,,.,..__.,I,....... ... PLUMBER,INDUSTRIAL AND GENERAL !AN 51380 9.160 AD 12.250 AP - 2250 AO 1.270 80J 76.310 €0 101.130 D 101.130 124.320 HOLIDAYS SCOPE TRAVEL INCREASE SEWER AND STORM DRAIN PIPEFITTER 8/22/2019 08/3120201 .. 1111._ ..W... _ .,. .. ,..,. PIPELAYER 822/2019 108/312020 :AN 38.490 9.050 AD 9.400 "AP 1.980 :` AO 1.270 8.0 / 60.190 i 78.560 AR 78.560 96.320 HOLIDAYS I SCOPE TRAVEL 1 INCREASE SEWER AND STORM DRAIN PIPE IAT 19 04 _....._ ,. ............... ,__...._...,.. .<... .. ,,...i -t ....�. ., .,,,.,_.�... ,,,._.. 1111.t..-1,111. 8/22/2019 08/312020 0: 8.800 0.380 ` 1.110 AO 1.120 8.0 30.450 I 39.100 jAR 39.100 47.740 1 HOLIDAYS SCOPE TRAVEL INCREASE q5 TRADESMANS 8/ . ...,202 1 _ 3..._... .. ,,9161 ._,;2_;.> 1111... _11111111.. _,1111.,._. ,,,70_..... ,,,.. _. . .,, 1570 ... ,... _ .,.. ,_.....,... .,..q. LANDSCAPE/IRRIGATION FITTER 822/2019 08/31/2020 1 34400 9.160 Ao 12250 AP 1640 AO 1070 AR 80 : 58520 ' 75720€ 75720 91570 ( HOLIDAYS SCOPE TRAVEL INCREASE;,, 1111 ......... AU LANDSCAPE/IRRIGATION TRADESMAN 8222019 08/31/2020 fY 14.940 3.000 AO 1.130 0.100 AO 0.870 AS 8.0 20.040 i 275101 27.510 34.980 HOLIDAYS SCOPE TRAVEL I INCREASE 111 ... $ REFRIGERATION SERVICE HVACR 82220190 a 09/01201019 c 47200 10.6620 AV 93 3 40 R 2000 ,Aw 0600 80 69760 , L 93360 "" 93.360 AB 115810 i HOLIDAYS i SCOP TRAVEL INCREASE REFRIGERATION SERVICE 1111 ................ TRADESMAN HVACR 8/22/2019 1 09/01/2019 :S 12900 10620 1900 R 1050 AW 0480 80 ? City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 497 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART I,CHAPTER 1,ARTICLE R.SECTIONS 1,0,1,3 AND 1,3.9 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS LOCALITY:LOS ANGELES COUNTY DETERMINATION:LOS-2019-2 EMPLOYER PAYMENTS STRAIGHT-TIME OVERTIME HOURLY RATE CONTRACT PROVISIONS SUNDAY, CRAFT(JOURNEY LEVEL)',. ISSUE DATE EXPIRATION HOURLY AND.a PENSION VACATION! TRAINING OTHER .. HOURS HOURLY ,` :'DAIL [ y, SCOPEOF TRAVEL'4• PREDETERMINED ; ».»...�. SSSS». .,»,w, I 'I. »SSSS 1 RATE - II i. ..,.'HOLIDAYI.., I::.. DATE RATE WELFARE HOLIDAY PAYMENTS *,,Y 1 SATURDA I NDHOLIpAYS WORK SUBSISTENCE INCREASE o TERRAZZO WORKER 822/2018 08/31/2019 c 383901 9250 3970 :R 0960 I 0.260 AR 8.0 52830 z 72.030 f€BM 72.030 :Aa 91.220 I HOLIDAYS SCOPE TRAVEL I, NO INCREASE e' TILE FINISHER 822/2019 05/31/2020 Y 282301 9 250 2.560 0840 0310 80 • 41190 Z 553101 u. 55310 Ae 69420 HOLIDAYS SCOPE TRAVEL NO INCREASE e TILE LAVER 822/2019 05/31/2020 Y 40070 9250 8.090 1020 • 0370 80 58800 5 78830 AA 78830 As 98670 I HOLIDAYS • SCOPE TRAVEL NO INCREASE _ ._. SSSS. .._. ,.._ .... ., ..,.. . ,SSSS_. ._ SSSS.. SSSS. .. . SSSS SSSS SSSS.. SSSS. FOOTNOTES F City of Rosemead,California GENERAL PREVASUNck'da,(�if�.98t.8b1 h Adai16npRoacm0058'�G 1USTRIAL RELATIONS Document Control Page 498 of 630 PURSUANT TO CALIFORNIA LABOR ��CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 LOCALITY: LOS ANGELES COUNTY DETERMINATION: LOS-2019-2 * EFFECTIVE UNTIL SUPERSEDED BY A NEW DETERMINATION ISSUED BY THE DIRECTOR OF INDUSTRIAL RELATIONS. CONTACT THE OFFICE OF THE DIRECTOR - RESEARCH UNIT AT (415) 703-4774 FOR THE NEW RATES AFTER TEN DAYS AFTER THE EXPIRATION DATE IF NO SUBSEQUENT DETERMINATION IS ISSUED. ** THE RATE TO BE PAID FOR WORK PERFORMED AFTER THIS DATE HAS BEEN DETERMINED. IF WORK WILL EXTEND PAST THIS DATE, THE NEW RATE MUST BE PAID AND SHOULD BE INCORPORATED IN CONTRACTS ENTERED INTO NOW. CONTACT THE OFFICE OF THE DIRECTOR - RESEARCH UNIT FOR SPECIFIC RATES AT (415) 703-4774. INDICATES AN APPRENTICEABLE CRAFT. THE CURRENT APPRENTICE WAGE RATES ARE AVAILABLE ON THE INTERNET @ HTTP://WWW.DIR.CA.GOV/OPAL/PWAPPWAGE/PWAPPWAGESTART.ASP. TO # OBTAIN ANY APPRENTICE WAGE RATES AS OF JULY 1, 2008 AND PRIOR TO SEPTEMBER 27, 2012, PLEASE CONTACT THE DIVISION OF APPRENTICESHIP STANDARDS OR REFER TO THE DIVISION OF APPRENTICESHIP STANDARDS' WEBSITE AT HTTP://WWW.DIR.CA.GOV/DAS/DAS.HTML. & THE BASIC HOURLY RATE AND EMPLOYER PAYMENTS ARE NOT TAKEN FROM A COLLECTIVE BARGAINING AGREEMENT FOR THIS CRAFT OR CLASSIFICATION. A INCLUDES AMOUNT WITHHELD FOR DUES CHECK OFF AND CONTRACT COMPLIANCE. B INCLUDES AN AMOUNT FOR IMI TRAINING FUND. SATURDAYS IN THE SAME WORK WEEK MAY BE WORKED AT STRAIGHT-TIME IF JOB IS SHUT DOWN DURING THE NORMAL WORKWEEK DUE TO INCLEMENT WEATHER, OR REASONS BEYOND THE CONTROL • OF THE EMPLOYER. D RATE APPLIES TO THE FIRST 2 DAILY OVERTIME HOURS AND THE FIRST 10 HOURS ON SATURDAY; ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME HOURLY RATE. E THE RATIO OF BRICK TENDERS TO BRICKLAYERS SHALL BE AS FOLLOWS: ONE (1) BRICK TENDER TO NO MORE THAN THREE (3) BRICKLAYERS DURING THE INSTALLATION OF BLOCK ON A TYPICAL MASONRY PROJECT. F INCLUDES AN AMOUNT PER HOUR WORKED FOR SUPPLEMENTAL DUES. G INCLUDES AMOUNT WITHHELD FOR DUES CHECK OFF. H RATE APPLIES TO THE FIRST 12 HOURS WORKED ON SATURDAY, ALL OTHER TIME IS PAID AT DOUBLE TIME. SATURDAY MAY BE WORKED AT THE STRAIGHT-TIME HOURLY RATE FOR THE FIRST 8 HOURS IF INCLEMENT WEATHER FORCES A SYNTHETIC/ARTIFICIAL TURF PROJECT TO SHUT DOWN DURING THE REGULAR WORK WEEK (MONDAY THOUGH FRIDAY). I A MATERIAL HANDLER MAY BE UTILIZED IN RATIO OF ONE (1) MATERIAL HANDLER WITH ANY FIVE (5) JOURNEYMEN ON ANY GIVEN PROJECT. J RATE APPLIES TO THE FIRST 12 HOURS ON SATURDAY, ALL OTHER TIME IS PAID AT DOUBLE TIME. K RATE ONLY APPLIES TO WORK PERFORMED IN ANTELOPE VALLEY WHICH IS HIGHWAY 5, SOUTH ON U.S. 5 TO HIGHWAY N2; EAST ON HIGHWAY N2 TO PALMDALE BLVD TO HIGHWAY 14; SOUTH TO HIGHWAY 18; EAST TO HIGHWAY 395. L INCLUDES AMOUNT WITHHELD FOR WORKING DUES. M RATE APPLIES TO FIRST 8 HOURS ONLY. DOUBLE TIME THEREAFTER. SATURDAYS IN THE SAME WORK WEEK MAY BE WORKED AT STRAIGHT-TIME IF-JOB IS SHUT DOWN DURING THE NORMAL WORK WEEK DUE TO INCLEMENT WEATHER. N IN ADDITION, AN AMOUNT EQUAL TO 3% OF THE BASIC HOURLY RATE IS ADDED TO THE TOTAL HOURLY RATE AND OVERTIME HOURLY RATES FOR THE NATIONAL EMPLOYEES BENEFIT BOARD. O INCLUDES AN AMOUNT FOR THE NATIONAL LABOR-MANAGEMENT COOPERATION FUND AND THE ADMINISTRATIVE MAINTENANCE FUND. P RATE APPLIES TO THE FIRST 4 DAILY OVERTIME HOURS AND THE FIRST 12 HOURS WORKED ON SATURDAY; ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME HOURLY RATE. IN ADDITION, AN AMOUNT EQUAL TO 3% OF THE BASIC HOURLY RATE IS ADDED TO THE TOTAL HOURLY RATE AND OVERTIME HOURLY RATES FOR THE NATIONAL EMPLOYEES BENEFIT BOARD. Q PURSUANT TO LABOR CODE SECTIONS 1773.1 AND 1773.8, THE AMOUNT PAID FOR THIS EMPLOYER PAYMENT MAY VARY RESULTING IN A LOWER TAXABLE BASIC HOURLY WAGE RATE, BUT THE TOTAL HOURLY RATES FOR STRAIGHT TIME AND OVERTIME MAY NOT BE LESS THAN THE GENERAL PREVAILING RATE OF PER DIEM WAGES. R INCLUDED IN STRAIGHT-TIME HOURLY RATE. S THE MAXIMUM ALLOWABLE RATIO IS ONE TRANSPORTATION SYSTEMS TECHNICIAN TO ONE JOURNEYMAN ON EACH JOB. T DICTIONARY OF OCCUPATIONAL TITLES, FOURTH EDITION, 1977, U.S. DEPARTMENT OF LABOR. U INCLUDES AMOUNT WITHHELD FOR DUES CHECKOFF, WHICH IS FACTORED IN THE OVERTIME RATES. INCLUDES $2.00 OF VACATION THAT IS NOT FACTORED IN THE OVERTIME RATES. ✓ INCLUDES AN AMOUNT PER HOUR WORKED OR PAID TO DISABILITY FUND. W INCLUDED IN STRAIGHT-TIME HOURLY RATE WHICH IS NOT FACTORED IN THE OVERTIME RATES. X RATE APPLIES TO THE FIRST 2 OVERTIME HOURS MONDAY THROUGH FRIDAY AND THE FIRST 8 HOURS WORKED ON SATURDAY. ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME RATE. Y INCLUDES AMOUNT WITHHELD FOR ADMINISTRATIVE DUES. Z RATE APPLIES TO FIRST TWO DAILY OVERTIME HOURS WORKED; ALL OTHER OVERTIME IS PAID AT THE HOLIDAY OVERTIME HOURLY RATE. RATE APPLIES TO THE FIRST 8 HOURS WORKED ON A SIXTH OR SEVENTH CONSECUTIVE DAY DURING ANY ONE CALENDAR WEEK UP TO 50 HOURS IN ANY ONE CALENDAR WEEK. ALL HOURS IN AA EXCESS OF 10 HOURS DAILY OR 50 HOURS WEEKLY ARE PAID AT THE HOLIDAY RATE. SATURDAYS IN THE SAME WORK WEEK MAY BE WORKED AT STRAIGHT-TIME IF JOB IS SHUT DOWN DURING THE NORMAL WORKWEEK DUE TO INCLEMENT WEATHER. AB RATE APPLIES TO WORK ON HOLIDAYS ONLY; SUNDAYS ARE PAID AT THE SATURDAY OVERTIME HOURLY RATE. AC AN ADDITIONAL $0.25 PER HOUR WILL BE ADDED TO THE BASIC HOURLY RATE WHEN PERFORMING PAPERHANGING WORK. AD DOUBLE TIME SHALL BE PAID FOR ALL HOURS WORKED OVER 12 HOURS IN ANY ONE DAY. City of Rosemead,California GENERAL PREVAeeISPNRl�H.19ifh�]�ddnDbgf00'iMUSTRIAL RELATIONS Document Control Page 499 of 630 PURSUANT TO CALIFORNIA LABO CODE ART 7, CHAPTER 1, ARTICLg 2, SECTIONS 1770, 1773 AND 1773.1 LOCALITY: LOS ANGELES COUNTY DETERMINATION: LOS-2019-2 ON REPAINT WAGE WORK ANY 8 HOURS IN A 24 HOUR PERIOD MONDAY THROUGH SUNDAY SHALL BE THE WORK DAY AND ANY 40 HOURS IN A WEEK SHALL BE THE WORK WEEK, PROVIDED THAT THE AE 40 HOURS IS WORKED IN 5 CONSECUTIVE DAYS (LEGAL HOLIDAYS WILL NOT BE COUNTED IN THE 5 CONSECUTIVE DAYS). FOR ALL WORK UNDER THIS CRAFT/CLASSIFICATION DOUBLE TIME SHALL BE PAID FOR ALL HOURS WORKED OVER 12 HOURS IN ANY ONE DAY. AF RATE ONLY APPLIES TO WORK PERFORMED IN ANTELOPE VALLEY, WHICH IS HIGHWAY 5, SOUTH ON U.S. 5 TO HIGHWAY N2; EAST ON HIGHWAY N2 TO PALMDALE BLVD TO HIGHWAY 14; SOUTH TO HIGHWAY 18; EAST TO HIGHWAY 395. AN ADDITIONAL $0.25 IS ADDED TO THE BASIC HOURLY RATE WHEN PERFORMING PAPERHANGING WORK. AG INCLUDES AN AMOUNT PER HOUR WORKED OR PAID FOR DUES CHECK OFF AH SATURDAY IN THE SAME WORKWEEK MAY BE WORKED AT THE STRAIGHT-TIME HOURLY RATE IF IT IS NOT POSSIBLE TO COMPLETE FORTY HOURS OF WORK MONDAY THROUGH FRIDAY WHEN THE JOB IS SHUT DOWN DUE TO INCLEMENT WEATHER OR SIMILAR ACT OF GOD, OR BEYOND THE CONTRACTOR'S CONTROL. AI RATE APPLIES TO THE FIRST 8 HOURS WORKED; ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME HOURLY RATE. THE RATIO OF PLASTER TENDERS TO PLASTERERS SHALL BE AS FOLLOWS: THERE SHALL BE A PLASTER TENDER ON THE JOBSITE WHENEVER THERE IS A PLASTERER PERFORMING WORK ON THE AJ JOBSITE, EXCEPT ON SMALL PATCH WORK WHERE ONLY ONE PLASTERER IS PERFORMING WORK. FOR INSIDE BROWN COATINGS THERE SHALL BE 2 PLASTER TENDERS FOR UP TO EVERY 3 PLASTERERS. FOR INSIDE FINISH COATINGS THERE SHALL BE 1 PLASTER TENDER FOR UP TO EVERY 3 PLASTERERS. ON OUTSIDE FINISH AND BROWN COATINGS AND FOR ALL OTHER WORK, THERE SHALL BE 1 PLASTER TENDER FOR UP TO EVERY 2 PLASTERERS. AK INCLUDES AN AMOUNT PER HOUR WORKED OR PAID FOR SUPPLEMENTAL DUES. AL ALL WORK PERFORMED AFTER TWELVE (12) HOURS IN A DAY SHALL BE PAID AT THE SUNDAY/HOLIDAY RATE. AM RATE APPLIES TO THE FIRST EIGHT HOURS ON SATURDAY. ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME RATE. SATURDAY WORK MAY BE PAID AT THE STRAIGHT TIME RATE IF THE JOB IS SHUT DOWN DURING THE NORMAL WORK WEEK DUE TO INCLEMENT WEATHER. AN INCLUDES AN AMOUNT WITHHELD FOR ADMINISTRATIVE DUES WHICH IS NOT FACTORED INTO OVERTIME AND AN AMOUNT FOR VACATION WHICH IS FACTORED AT 1.5 TIMES FOR ALL OVERTIME. AO INCLUDES AMOUNT FOR NATIONAL PENSION AND RETIREE'S X-MAS FUND. AP AMOUNT INCLUDED IN BASIC HOURLY RATE AND FACTORED AT 1.5 TIMES FOR ALL OVERTIME. AQ INCLUDES AN AMOUNT FOR THE P.I.P.E. LABOR MANAGEMENT COOPERATION COMMITTEE AND THE CONTRACTOR EDUCATION & DEVELOPMENT FUND. AR SATURDAYS IN THE SAME WORK WEEK MAY BE WORKED AT STRAIGHT-TIME IF JOB IS SHUT DOWN DURING THE NORMAL WORKWEEK DUE TO INCLEMENT WEATHER. AS PIPE TRADESMEN SHALL NOT BE PERMITTED ON ANY JOB WITHOUT A JOURNEYMAN. AT INCLUDES AN AMOUNT WITHHELD FOR ADMINISTRATIVE DUES WHICH IS NOT FACTORED IN THE OVERTIME RATES. TRADESMEN SHALL ONLY BE USED IF THE FIRST WORKER ON THE JOB IS A LANDSCAPE/IRRIGATION FITTER, SECOND WORKER MUST BE A LANDSCAPE/IRRIGATION FITTER OR APPRENTICE AU LANDSCAPE/IRRIGATION FITTER. THE 3RD AND 4TH MAY BE A TRADESMAN. THE 5TH MUST BE A LANDSCAPE/IRRIGATION FITTER AND THEREAFTER TRADESMEN WILL BE REFERRED ON A 50-50 BASIS, TO JOURNEYMAN OR APPRENTICE. AV INCLUDES AN AMOUNT FOR 401A PLAN. AW INCLUDES AN AMOUNT FOR THE P.I.P.E. LABOR MANAGEMENT COOPERATION COMMITTEE TRUST FUND AND FOR PROMOTION FUND. AX SATURDAY MAY BE PAID AT STRAIGHT TIME IF THE WORK WEEK IS TUESDAY THROUGH SATURDAY. AY RATE APPLIES TO REMAINDER OF COUNTY. AZ INCLUDES AN AMOUNT FOR SUPPLEMENTAL PENSION FUND. BA RATE APPLIES TO LOS ANGELES CITY LIMITS AND TWENTY-FIVE (25) MILES BEYOND CITY LIMITS OF LOS ANGELES. BB AMOUNT IS FOR INDUSTRY PROMOTION FUND AND P.I.P.E. FUND. BC RATE APPLIES TO THE FIRST 4 DAILY OVERTIME HOURS AND THE FIRST 10 HOURS ON SATURDAY; ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME HOURLY RATE. BD INCLUDE AMOUNTS FOR DUES CHECK OFF AND VACATION/HOLIDAY, WHICH ARE NOT FACTORED INTO OVERTIME. BE INCLUDES AN AMOUNT PER HOUR WORKED FOR ANNUITY TRUST FUND. BF INCLUDED IN BASIC HOURLY RATE. VACATION IS NOT FACTORED INTO OVERTIME BG INCLUDE AMOUNTS FOR ADMINISTRATIVE FUND, COMPLIANCE FUND, INDUSTRY FUND, AND RESEARCH AND EDUCATION TRUST FUND. BH APPLIES TO THAT PORTION OF THE COUNTY SOUTH OF A STRAIGHT LINE DRAWN BETWEEN GORMAN AND BIG PINES. BI PURSUANT TO LABOR CODE SECTIONS 1773.1 AND 1773.B, THE AMOUNT PAID FOR THIS EMPLOYER PAYMENT MAY VARY RESULTING IN A LOWER TAXABLE BASIC HOURLY WAGE RATE, BUT THE TOTAL HOURLY RATES FOR STRAIGHT TIME AND OVERTIME MAY NOT BE LESS THAN THE GENERAL PREVAILING RATE OF PER DIEM WAGES. BJ RATE APPLIES FOR THE FIRST 4 OVERTIME HOURS MONDAY THROUGH FRIDAY AND THE FIRST 12 HOURS WORKED ON SATURDAY. ALL OTHER TIME IS PAID AT THE SUNDAY/HOLIDAY RATE. SATURDAYS IN THE SAME WORKWEEK MAY BE WORKED AT STRAIGHT-TIME IF JOB IS SHUT DOWN DURING THE NORMAL WORKWEEK DUE TO INCLEMENT WEATHER. BK APPLIES TO THAT PORTION OF THE COUNTY NORTH OF A STRAIGHT LINE DRAWN BETWEEN GORMAN AND BIG PINES INCLUDING THE CITIES OF LANCASTER AND PALMDALE. INCLUDES AMOUNTS FOR LOCAL PENSION, NATIONAL PENSION PLAN, 401(A) PLAN, RETIREE'S SUPPLEMENTAL HEALTH PLAN. PURSUANT TO LABOR CODE SECTIONS 1773.1 AND 1773.8, THE BL AMOUNT PAID FOR THIS EMPLOYER PAYMENT MAY VARY RESULTING IN A LOWER TAXABLE BASIC HOURLY WAGE RATE, BUT THE TOTAL HOURLY RATES FOR STRAIGHT TIME AND OVERTIME MAY NOT BE LESS THAN THE GENERAL PREVAILING RATE OF PER DIEM WAGES. BM RATE APPLIES TO FIRST 4 DAILY OVERTIME HOURS AND THE FIRST 12 HOURS ON SATURDAY AND SUNDAY. ALL OTHER OVERTIME HOURS IS AT DOUBLE TIME RATE. BN RATE APPLIES TO THE FIRST 8 HOURS WORKED ON A SIXTH OR SEVENTH CONSECUTIVE DAY DURING ANY ONE CALENDAR WEEK UP TO 50 HOURS IN ANY ONE CALENDAR WEEK. ALL OTHER TIME IS PAID AT THE HOLIDAY RATE. City of Rosemead,California GENERAL PREVA� O7136E C5FAIPAIFG SAdanDgg�00toUSTRIAL RELATIONS Document Control Page 500 of 630 PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLg 2, SECTIONS 1770, 1773 AND 1773.1 LOCALITY: LOS ANGELES COUNTY DETERMINATION: LOS-2019-2 RECOGNIZED HOLIDAYS: HOLIDAYS UPON WHICH THE GENERAL PREVAILING HOURLY WAGE RATE FOR HOLIDAY WORK SHALL BE PAID, SHALL BE ALL HOLIDAYS IN THE COLLECTIVE BARGAINING AGREEMENT, APPLICABLE TO THE PARTICULAR CRAFT, CLASSIFICATION, OR TYPE OF WORKER EMPLOYED ON THE PROJECT, WHICH IS ON FILE WITH THE DIRECTOR OF INDUSTRIAL RELATIONS. IF THE PREVAILING RATE IS NOT BASED ON A COLLECTIVELY BARGAINED RATE, THE HOLIDAYS UPON WHICH THE PREVAILING RATE SHALL BE PAID SHALL BE AS PROVIDED IN SECTION 6700 OF THE GOVERNMENT CODE. YOU MAY OBTAIN THE HOLIDAY PROVISIONS FOR THE CURRENT DETERMINATIONS ON THE INTERNET AT HTTP://WWW.DIR.CA.GOV/OPAL/DPREWAGEDETERMINATION.HTM. HOLIDAY PROVISIONS FOR CURRENT OR SUPERSEDED DETERMINATIONS MAY BE OBTAINED BY CONTACTING THE OFFICE OF THE DIRECTOR - RESEARCH UNIT AT (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: IN ACCORDANCE WITH LABOR CODE SECTIONS 1773.1 AND 1773.9, CONTRACTORS SHALL MAKE TRAVEL AND/OR SUBSISTENCE PAYMENTS TO EACH WORKER TO EXECUTE THE WORK. YOU MAY OBTAIN THE TRAVEL AND/OR SUBSISTENCE PROVISIONS FOR THE CURRENT DETERMINATIONS ON THE INTERNET @ HTTP://WWW.DIR.CA.GOV/OPAL/DPREWAGEDETERMINATION.HTM. TRAVEL AND/OR SUBSISTENCE REQUIREMENTS FOR CURRENT OR SUPERSEDED DETERMINATIONS MAY BE OBTAINED FROM THE OFFICE OF THE DIRECTOR - RESEARCH UNIT AT (415) 703-4774. LOS-2019-2-Determination o O m O O v 0 S S S z 2 m ,`-',1, D m 2 G0 A pO A A A Z C) y m X55 am�Nz�m y 5 c c nvi n�i °"' 0 ,1 0 o -0-55 i n m y o x x mgi "0 y < 0 El o�m m°y mpSAamA ti A m N tia tiny A a 2 2 T A = fi o o Dozs z y o T m m r O .if-El!,' i D D D v D ;D I�11 D A A D A 3-1 A ; - F 2 y O -� A A A .� .. 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I A€r3 r• 3 �- (x3- f € f S 2y m 0 1 : 111 # : .... 1 c, I 2 0 - iNf _ € 9•O 0 N o N 0 z ` bm t 7 € I I E I m1 l tD€›„32.,,33-3,--3.3,-- D D D D x € £ € € O '_p CZJ 02>0 3. £ £ i € z , 1 S £ T£ € £ € ... n` D m 1 '+1 C. 1 1 o P • a r 9 I £ m 'c f € ..� I • 0 0 c, C 3 cD 0 C-) 0 0 0 0 0 0 co 0 0, o_ 0 rn w 0 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 502 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7 CHAPTER 1, ARTICLE 2 SECTIONS 1770, 1773 AND 1773.1 ;LOCALITY:LOS ANGELES COUNTY L ;DETERMINATION LOS-2019-2 THE PREDETERMINED INCREASE SHOWN IS TO BE ALLOCATED TO WAGES AND/OR EMPLOYER PAYMENTS. PLEASE CONTACT THE OFFICE OF THE DIRECTOR-RESEARCH UNIT AT A (415)703-4774 WHEN THE PREDETERMINED INCREASE BECOMES DUE TO CONFIRM THE DISTRIBUTION. PLEASE ALSO EXAMINE THE IMPORTANT NOTICES TO SEE IF ANY MODIFICATIONS HAVE BEEN ISSUED,AS THERE MAY BE REDUCTIONS TO PREDETERMINED INCREASES. THE RATIO OF BRICK TENDERS TO BRICKLAYERS SHALL BE AS FOLLOWS: ONE(1)BRICK TENDER TO NO MORE THAN THREE(3)BRICKLAYERS DURING THE INSTALLATION OF BLOCK ON A TYPICAL MASONRY PROJECT. C $1.20 TO THE BASIC HOURLY RATE,$0.15 TO HEALTH&WELFARE AND$0.07 TO VACATION/HOLIDAY. D $1.20 TO THE BASIC HOURLY RATE,$0.15 TO HEALTH&WELFARE AND$0.10 TO VACATION/HOLIDAY. E A MATERIAL HANDLER MAY BE UTILIZED IN RATIO OF ONE(1)MATERIAL HANDLER WITH ANY FIVE(5)JOURNEYMEN ON ANY GIVEN PROJECT. F $1.00 TO THE BASIC HOURLY RATE,$0.15 TO HEALTH&WELFARE AND$0.07 TO VACATION/HOLIDAY. G $1.00 TO THE BASIC HOURLY RATE,$0.15 TO HEALTH&WELFARE AND$0.10 TO VACATION/HOLIDAY. RATE ONLY APPLIES TO WORK PERFORMED IN ANTELOPE VALLEY WHICH IS HIGHWAY 5,SOUTH ON U.S.5 TO HIGHWAY N2;EAST ON HIGHWAY N2 TO PALMDALE BLVD TO HIGHWAY 14; H SOUTH TO HIGHWAY 18;EAST TO HIGHWAY 395. I $2.00 TO THE BASIC HOURLY RATE,$0.25 TO PENSION,$0.05 TO TRAINING AND$0.10 TO OTHER. J $3.46 DECREASE TO PENSION. K AN ADDITIONAL$0.25 PER HOUR WILL BE ADDED TO THE BASIC HOURLY RATE WHEN PERFORMING PAPERHANGING WORK. L $1.00 TO THE BASIC HOURLY RATE,$0.90 TO PENSION AND$0.25 TO WAGES AND/OR FRINGES. RATE ONLY APPLIES TO WORK PERFORMED IN ANTELOPE VALLEY,WHICH IS HIGHWAY 5,SOUTH ON U.S.5 TO HIGHWAY N2;EAST ON HIGHWAY N2 TO PALMDALE BLVD TO HIGHWAY 14; M SOUTH TO HIGHWAY 18;EAST TO HIGHWAY 395. AN ADDITIONAL$0.25 IS ADDED TO THE BASIC HOURLY RATE WHEN PERFORMING PAPERHANGING WORK. N $1.50 TO THE BASIC HOURLY RATE,$0.90 TO PENSION AND$0.25 TO WAGES AND/OR FRINGES. THE RATIO OF PLASTER TENDERS TO PLASTERERS SHALL BE AS FOLLOWS: THERE SHALL BE A PLASTER TENDER ON THE JOBSITE WHENEVER THERE ISA PLASTERER PERFORMING WORK ON THE JOBSITE,EXCEPT ON SMALL PATCH WORK WHERE ONLY ONE PLASTERER IS PERFORMING WORK.FOR INSIDE BROWN COATINGS THERE SHALL BE 2 PLASTER O TENDERS FOR UP TO EVERY 3 PLASTERERS. FOR INSIDE FINISH COATINGS THERE SHALL BE 1 PLASTER TENDER FOR UP TO EVERY 3 PLASTERERS.ON OUTSIDE FINISH AND BROWN COATINGS AND FOR ALL OTHER WORK,THERE SHALL BE 1 PLASTER TENDER FOR UP TO EVERY 2 PLASTERERS. P PIPE TRADESMEN SHALL NOT BE PERMITTED ON ANY JOB WITHOUT A JOURNEYMAN. TRADESMEN SHALL ONLY BE USED IF THE FIRST WORKER ON THE JOB IS A LANDSCAPE/IRRIGATION FITTER,SECOND WORKER MUST BE A LANDSCAPE/IRRIGATION FITTER OR Q APPRENTICE LANDSCAPE/IRRIGATION FITTER.THE 3RD AND 4TH MAY BE A TRADESMAN.THE 5TH MUST BE A LANDSCAPE/IRRIGATION FITTER AND THEREAFTER TRADESMEN WILL BE REFERRED ON A 50-50 BASIS,TO JOURNEYMAN OR APPRENTICE. R $1.65 TO BASIC HOURLY RATE AND$0.50 TO PENSION S $1.90 TO WAGES AND/OR FRINGES AND$0.25 TO TRAINING T $0.20 TO BASIC HOURLY RATE AND$0.11 TO PENSION U APPLIES TO THAT PORTION OF THE COUNTY NORTH OF A STRAIGHT LINE DRAWN BETWEEN GORMAN AND BIG PINES INCLUDING THE CITIES OF LANCASTER AND PALMDALE. ✓ $0.25 TO HEALTH AND WELFARE,$0.25 TO PENSION,AND$1.50 TO WAGES AND/OR FRINGES. LOS-2019-2-INC City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 503 of 630 GENERAL PREVAILING WAGE DETERMINATION RADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER I,ART/CLE 2,SECTIONS 1770,1773 AND 1773.4 FOR OMIERCIM,BUILDING.HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS LOCALITY:LOS ANGELES COUNTY DETERMINATION:LOS-2019-2 EMPLOYER PAYMENTS STRAIGHT-TIME OVERTIME HOURLY RATE CONTRACT PROVISIONS - „' ,'„ ,,.' .,,.•.. „, :BASIC --HEALTH �,.`,,'. .;'F '. ,. �: TOTAL SUNDAY'. -; :.,.. -..::%CRAF7•rJp.•UR,^NEY kEvEL} - .. ISSUE GATE..,EX;P'DIRAATTE HOURLY ^.-4V.5AND RE �PENI'.`>.3)1 0 E :VHAOCLAITpIADVN I SRgINING; •PAOYTMHEENRT HOURS HpUdTR:Y DA1LY .y SATUDAY H"oANIDP HOLIDAYS SCWOdPEttlgG F• i SUTBRSA[VSTEELN&CE=,- DI-F`-FSEHRIEFNTTIAL•••••••••••••••••••••••R„EIDNE•TREEAMSENED' : n CARPET,LINOLEUM... : .... RESILIENT TILE LAYER-SECOND SHIFT 8/222019 i 12/312019 a 43620, 5.330 1 5.550 2.050 0.630 0.280 8.0 57.460 79270 79270 �101.080 HOLIDAYS SCOPE TRAVEL SHIFT CREASE , 75._.., _ ... ... ........ _ ._ ..._ ,• IN e MATERIAL HANDLER-SECOND SHIFT 0/222.,2019 12/3112019 a 14400 5330 1.940 0.550 0630 0,289 BO i 23130 30330' 30330 37530 HOLIDAYS SCOPE TRAVEL SHIFT • INCREA6E e ELECTRICIAN: I [ COMM a SYSTEM INSTALLER,SECONOSHIFT 2122/2019 11/302019 42310 8560 jc 5.120 0.650 'p 0250 8.0_1,58.1601.E 799501! 79950 G 101.740 HOLIDAYS I SCOPE TRAVEL SHIFT NO INCREASE . 5......8...8.0 t COMM aSYSTEM INSTALLER,THIRD SHIFT 2/222019 111302019 47400 8.560 1 5.120 . 0650 D ,0250 BO 63400E 87.810;! 87810 1G 172.220 )HOLIDAYS SCOPE RT AVEC ,.. SHIFT NO INCREASE a INSIDE WIREMAN,2ND SHIFT 2/222019 - 06(302019 � 53020 12740 fH 14570 I 0710 0500 80 83.130 ( .110440: 110440 1c 137740 HOLIDAYS SCOPE TRAVEL, SHIFT ? NO INCREASE I. .�. 0,...».690 .0....!........""0 660.. OL D YS,. OP.,,.....,w......,..,..TR HI..T L INCREA E......,, INSIDEwIREMAN,3RD SHIFT 21222019 06/302019 59390 12740 £H 14570 I 0710 0500 8.0 89.690 4 120280 120280 G 15086_0 HOLIDAYS SCOPE TRAVEL SHIFT NO INCREASE CABLE SPLICER-WELDER,2ND SHIFT 2/222019 06/302019 55670 12.740 £H 14.570 I 0.710 _ 0.500 8.0 d 85.860 114530 114,530 G 143200 )HOLIDAYS I SCOPE i TRAVEL1 SHIFT . NO INCREASE CABLE SPLICER-WELDER,3RD SHIFT £. 2/22/2019 06/302019 _ ,62360 12740 N 14570 I 0710 0500 8.0 , 92.750 1 124870 124.870 OLIDAYS G 156980 HSCOPE TRAVEL SHIFT P NO INCREASE TUNNEL WIREMAN SECOND SHIFT 2/222019 06/302019 - 58.320 12.740 H 145701 I .0710 0.500 8.0 3 88.590 118620. 118620 ,G 148.660 HOLIDAYS SCOPE_ TRAVEL SHIFT NO INCREASE TUNNELWIREMAN THIRD SHIFT 2/222019 06/302019 65330 12740 LI 14570 I 0710 0.500 80 . 95610 G 163100 HOLIDAYS SCOPE TRAVEL SHIFT NO INCREASE Im...-. ,. ,.�.�.. 423.,..,.,..,. ..,"7... TUNNEL CABLE SPLICER SECOND SHIFT 2/222019 06/30/2019 61240 12740 H 14570 I 0710 0500 80 91600 123140 123140 G 154.670 HOLIDAYS SCOPE TRAVEL-- SHIFT j NO INCREASE .... .., I..,,..S_,. ...,..__,._._, . TUNNEL CABLE SPLICER THIRD SHIFT 2/222019 06/302019 68600 12740 H 14570 10710 0500 80 99180 134510 134510 .c 169840# HOLIDAYS SCOPE • TRAVEf, SHIFT ; NO INCREASE TRANSPORTATION SYSTEMS ELECTRICIAN ,....,.... ... .. ..,....... ...... .,. .,, „...... ............. ......� .. ,.,,,.,,,, . „..... ..... ..,.... ,,.,.......,. .......,...... (SECOND SHIFT) 2/222019 06/302019 53 060 12 740 I H 14.520 I 0 710 0E00 i 8.0 1 83 140 E 110.480 i J 110 480 G 137.810 1 HOLIDAYS SCOPE TRAVEL SHIFT NO INCREASE TRANSPORTATION SYSTEMS ELECTRICIAN ,,.... _.....: ............... .... ...,,..,.,.„.M.,,... ...,............,.... ,...,.........w.. ...... ...,.-.,.,...,.,.,..... .. 2/22/2019 06/30/2019 59460 12740 N 14520 0710 0500 BO 89710 E 120340;.., 120.340 G 150960 HOLIDAYS SCOPETAE B FT NO INCREASE (THIRD SHIFT) t V L, �H� INnrvarvH AIIUN SYS CMS tLtUi Nluwn .. .....>. .. ..... .......... .. ..,...... .. ..... ....... .. ....... . ...... ....... .. ......... ....... .. ._ ... � .... ........... (CABLE SPLICING,WELDING,ANDMETA 2/22/2019 : 06/30/2019 55730' 12740 ,H 14520 0710 I 0500 8.0 85.870 1E 114570;.., 114.570 G 143.2701 HOLIDAYS I SCOPE TRAVEL SHIFT NO INCREASE TESTING)2ND SHIFT f MAN.-T./NIA I LUN SYS I tura tLtC I NIUwN 1,......, a,....,„,.,... .....,,... :............ ..... ......".. .,,....., . ",,, ,, a,.,............".,..,.,.......,....«....,.. ...Zt ,..... ..,.....", .... ., .. (CABLE SPLICING,WELDING.AND NETA2/22/2019 06/302019 62.430 12.740 'H 14.520 0.710 0.500 8.0 92.770 E 124920.) 124.920 G 157.080 HOLIDAYS SCOPE TRAVEL SHIFT NO INCREASE TESTING)390 SHIFT 333 . • TRANSPORTATION SYSTEMS TECHNICIAN £........., .. ,..-_ ,...... ..: • .......... .._.. .. .... .,......... .. .......... N (SECOND SHIFT) 1 2/222019 06/302019 39810 12740 1N^..14520.. 0.710 0500 80 694701E 89980 J 89980 G 110.480E HOLIDAYS SCOP TRAVEL, SHIFT NO INCREASE TRANSPORTATION SYSTEMS TECHNICIAN }# .."' "' „'"' "'"'" "'""-'".,"."""'""""""." """..'""""",""'",",.'"""." -- .............„..,,..,., H (THIRD SHIFT) t 2/22/2019 1 06(302019 44.600 1 12740 IH 14520i i 0710 0500 BO 74410 E 97.380 J 97380 G 120350 HOLIDAYS . SCOPE TRAVEL »n..SHIFT NO INCREASE PLUMBER: .. .. .... ....... _. .. .. a PLUMBER.INDUSTRIAL AND GENERAL ,.„.„..,,,.iM-m-,.... a...n...,w. .................................:............... ,„,,,--..............,...,.........•e,.......,........ o...._.... , PIPEFITTER(2ND SHIFT) 8/222019 i 08/312020 L 56600 1 9160 1M 12250£N - 2250 0 1270 BO 83530 P 111960 P 111.960 138.760 I HOLIDAYS SCOPE TRAVEL S.RIFT INCREASE SEWER AND STORM DRAIN PIPEIAYER(2ND .I' ... ....... .. .... E ... 1 .. ......... .... ........ ..... ........... ....... ..... .. .... ....... ... ...., ............................................... SHIFT) 8(222019 081312020" .L 44.080 9.050 J 8 9.400 :N 1.980 O 1.270 8.0 i 85.780 88.950 O 86.950 107.500 l HOLIDAYS , SCOPE TRAVFII SHIFT INCREASE SEWER AND STORM GRAIN PIPE TRADESMAN .... .. ". ... ...... .... .. `:. ......1 .. .... ..p....... ...... ... ... .. ......... R RND SHIFT) 8/222019 081312020" 5 21900 1 8800 1 0380 : - 1110 0 1120 8.0 ( 33.310 43.39010 43390 53460 f HOLIDAYS I SCOPE TRAVEL, 1 SHIFT INCREASE SHIFT LANDSCAPE/IRRIGATION FITTER SECOND " ' SHIFT 8/222019 08/312020 T 38150 9180 {M12250 IN - 1640 .0 1.070 .a 8.0 63.270 82850 B2 050 1010701 HOLIDAYS SCOPE TRAVEL, SHIFT 1 INCREASE LANDSCAPE/IRRIGATION TRADESMAN 312020 I T 17 180 3.000 6 1.1391. 0.100 O 0.870 O 8.0 22280 30.870 30 870 1 39 460 HOLIDAYS u SECOND SHIFT I ( HOLISCOPE ,TRAVEI, SHIFT ! INCREASE REFRIGERATION SERVICE HVACR-2ND SHIFT 8/222018 09/ 8/222019 OB/ 1 012019,..,A 53940 110620 ,V 9340 II ,,.2.000 IW 0.800 8.0 i 78.500 1 103470.,% 103470..Y 128.280 )HOLIDAYS ...SCOPE. .1... TRAVEL SHIFTJNGREASE HNt SPNIN%LEN FII I tH(FRU I tU I ION ANu .... y' .. :. , .. ...•... ... ....... ••.. .-.... ... • CONTROL SYSTEMS,OVERHEAD AND 6/222019 08/312020 ( 53490 10020 16600 I 1.600 AA 0.300 8.0 3 82010 AB 108760'AB 108.760 I 135.500 HOLIDAYS SCOPE TRAVEL SHIFT I NO INCREASE Z UNDERGROUND).2ND SHIFT • I > I I £ FOOTNOTES I _,_ City of Rosemead,California GENERAL PREVAILTUNKteMERWIRITGOlgoOlgTikkg01,144%0034g1gNDUSTRIAL RELATIONS Document Control Page 504 of 630 PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 LOCALITY: LOS ANGELES COUNTY DETERMINATION: LOS-2019-2 * EFFECTIVE UNTIL SUPERSEDED BY A NEW DETERMINATION ISSUED BY THE DIRECTOR OF INDUSTRIAL RELATIONS. CONTACT THE OFFICE OF THE DIRECTOR - RESEARCH UNIT AT (415) 703-4774 FOR THE NEW RATES AFTER TEN DAYS AFTER THE EXPIRATION DATE IF NO SUBSEQUENT DETERMINATION IS ISSUED. ** THE RATE TO BE PAID FOR WORK PERFORMED AFTER THIS DATE HAS BEEN DETERMINED. IF WORK WILL EXTEND PAST THIS DATE, THE NEW RATE MUST BE PAID AND SHOULD BE INCORPORATED IN CONTRACTS ENTERED INTO NOW. CONTACT THE OFFICE OF THE DIRECTOR - RESEARCH UNIT FOR SPECIFIC RATES AT (415) 703-4774. INDICATES AN APPRENTICEABLE CRAFT. THE CURRENT APPRENTICE WAGE RATES ARE AVAILABLE ON THE INTERNET @ HTTP://WWW.DIR.CA.GOV/OPAL/PWAPPWAGE/PWAPPWAGESTART.ASP. TO # OBTAIN ANY APPRENTICE WAGE RATES AS OF JULY 1, 2008 AND PRIOR TO SEPTEMBER 27, 2012, PLEASE CONTACT THE DIVISION OF APPRENTICESHIP STANDARDS OR REFER TO THE DIVISION OF APPRENTICESHIP STANDARDS' WEBSITE AT HTTP://WWW.DIR.CA.GOV/DAS/DAS.HTML. & THE BASIC HOURLY RATE AND EMPLOYER PAYMENTS ARE NOT TAKEN FROM A COLLECTIVE BARGAINING AGREEMENT FOR THIS CRAFT OR CLASSIFICATION. A INCLUDES AMOUNT WITHHELD FOR DUES CHECK OFF. B A MATERIAL HANDLER MAY BE UTILIZED IN RATIO OF ONE (1) MATERIAL HANDLER WITH ANY FIVE (5) JOURNEYMEN ON ANY GIVEN PROJECT. C IN ADDITION, AN AMOUNT EQUAL TO 3% OF THE BASIC HOURLY RATE IS ADDED TO THE TOTAL HOURLY RATE AND OVERTIME HOURLY RATES FOR THE NATIONAL EMPLOYEES BENEFIT BOARD. D INCLUDES AN AMOUNT FOR THE NATIONAL LABOR-MANAGEMENT COOPERATION FUND AND THE ADMINISTRATIVE MAINTENANCE FUND. E RATE APPLIES TO THE FIRST 4 DAILY OVERTIME HOURS; ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY NON-SHIFT DIFFERENTIAL OVERTIME HOURLY RATE. F DISREGARD THIS RATE. FOR THE FIRST 12 HOURS OF WORK PERFORMED ON SATURDAY, USE THE SATURDAY NON-SHIFT DIFFERENTIAL RATE FOR THIS CLASSIFICATION AS PUBLISHED IN THE DIRECTOR'S GENERAL PREVAILING WAGE DETERMINATIONS. G DISREGARD THIS RATE. USE THE SUNDAY AND HOLIDAY NON-SHIFT DIFFERENTIAL RATE FOR THIS CLASSIFICATION AS PUBLISHED IN THE DIRECTOR'S GENERAL PREVAILING WAGE DETERMINATIONS. IN ADDITION, AN AMOUNT EQUAL TO 3% OF THE BASIC HOURLY RATE IS ADDED TO THE TOTAL HOURLY RATE AND OVERTIME HOURLY RATES FOR THE NATIONAL EMPLOYEES BENEFIT BOARD. H PURSUANT TO LABOR CODE SECTIONS 1773.1 AND 1773.8, THE AMOUNT PAID FOR THIS EMPLOYER PAYMENT MAY VARY RESULTING IN A LOWER TAXABLE BASIC HOURLY WAGE RATE, BUT THE TOTAL HOURLY RATES FOR STRAIGHT TIME AND OVERTIME MAY NOT BE LESS THAN THE GENERAL PREVAILING RATE OF PER DIEM WAGES. I INCLUDED IN STRAIGHT-TIME HOURLY RATE. DISREGARD THIS RATE. FOR THE FIRST 12 HOURS OF WORK ON SATURDAY, USE THE SATURDAY NON-SHIFT DIFFERENTIAL RATE. FOR ALL HOURS AFTER THE FIRST 12 HOURS WORKED ON SATURDAY, USE THE SUNDAY AND HOLIDAY NON-SHIFT DIFFERENTIAL RATE. K THE MAXIMUM ALLOWABLE RATIO IS ONE TRANSPORTATION SYSTEMS TECHNICIAN TO ONE JOURNEYMAN ON EACH JOB. L INCLUDES AN AMOUNT WITHHELD FOR ADMINISTRATIVE DUES WHICH IS NOT FACTORED INTO OVERTIME AND AN AMOUNT FOR VACATION WHICH IS FACTORED AT 1.5 TIMES FOR ALL OVERTIME. M INCLUDES AMOUNT FOR NATIONAL PENSION AND RETIREE'S X-MAS FUND. N AMOUNT INCLUDED IN BASIC HOURLY RATE AND FACTORED AT 1.5 TIMES FOR ALL OVERTIME. O INCLUDES AN AMOUNT FOR THE P.I.P.E. LABOR MANAGEMENT COOPERATION COMMITTEE AND THE CONTRACTOR EDUCATION & DEVELOPMENT FUND. P RATE APPLIES TO THE FIRST 2 DAILY OVERTIME HOURS AND THE FIRST 10 HOURS ON SATURDAY; ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME HOURLY RATE. Q SATURDAYS IN THE SAME WORK WEEK MAY BE WORKED AT STRAIGHT-TIME IF JOB IS SHUT DOWN DURING THE NORMAL WORKWEEK DUE TO INCLEMENT WEATHER. R PIPE TRADESMEN SHALL NOT BE PERMITTED ON ANY JOB WITHOUT A JOURNEYMAN. S INCLUDES AN AMOUNT WITHHELD FOR ADMINISTRATIVE DUES WHICH IS NOT FACTORED IN THE OVERTIME RATES. T INCLUDES AMOUNT WITHHELD FOR ADMINISTRATIVE DUES. TRADESMEN SHALL ONLY BE USED IF THE FIRST WORKER ON THE JOB IS A LANDSCAPE/IRRIGATION FITTER, SECOND WORKER MUST BE A LANDSCAPE/IRRIGATION FITTER OR APPRENTICE U LANDSCAPE/IRRIGATION FITTER. THE 3RD AND 4TH MAY BE A TRADESMAN. THE 5TH MUST BE A LANDSCAPE/IRRIGATION FITTER AND THEREAFTER TRADESMEN WILL BE REFERRED ON A 50-50 BASIS, TO JOURNEYMAN OR APPRENTICE. ✓ INCLUDES AN AMOUNT FOR 401A PLAN. W INCLUDES AN AMOUNT FOR THE P.I.P.E. LABOR MANAGEMENT COOPERATION COMMITTEE TRUST FUND AND FOR PROMOTION FUND. X SATURDAY MAY BE PAID AT STRAIGHT TIME IF THE WORK WEEK IS TUESDAY THROUGH SATURDAY. Y RATE APPLIES TO WORK ON HOLIDAYS ONLY; SUNDAYS ARE PAID AT THE SATURDAY OVERTIME HOURLY RATE. Z RATE APPLIES TO LOS ANGELES CITY LIMITS AND TWENTY-FIVE (25) MILES BEYOND CITY LIMITS OF LOS ANGELES. AA AMOUNT IS FOR INDUSTRY PROMOTION FUND AND P.I.P.E. FUND. AB RATE APPLIES TO THE FIRST 4 DAILY OVERTIME HOURS AND THE FIRST 10 HOURS ON SATURDAY; ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME HOURLY RATE. City of Rosemead,California GENERAL PREVAILIMFROatepGARLIWWWilOMMOWIRM,WojEdIMMT1gNDUSTRIAL RELATIONS Document Control Page 505 of 630 PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 LOCALITY: LOS ANGELES COUNTY DETERMINATION: LOS-2019-2 RECOGNIZED HOLIDAYS: HOLIDAYS UPON WHICH THE GENERAL PREVAILING HOURLY WAGE RATE FOR HOLIDAY WORK SHALL BE PAID, SHALL BE ALL HOLIDAYS IN THE COLLECTIVE BARGAINING AGREEMENT, APPLICABLE TO THE PARTICULAR CRAFT, CLASSIFICATION, OR TYPE OF WORKER EMPLOYED ON THE PROJECT, WHICH IS ON FILE WITH THE DIRECTOR OF INDUSTRIAL RELATIONS. IF THE PREVAILING RATE IS NOT BASED ON A COLLECTIVELY BARGAINED RATE, THE HOLIDAYS UPON WHICH THE PREVAILING RATE SHALL BE PAID SHALL BE AS PROVIDED IN SECTION 6700 OF THE GOVERNMENT CODE. YOU MAY OBTAIN THE HOLIDAY PROVISIONS FOR THE CURRENT DETERMINATIONS ON THE INTERNET AT HTTP://WWW.DIR.CA.GOV/OPRL/DPREWAGEDETERMINATION.HTM. HOLIDAY PROVISIONS FOR CURRENT OR SUPERSEDED DETERMINATIONS MAY BE OBTAINED BY CONTACTING THE OFFICE OF THE DIRECTOR - RESEARCH UNIT AT (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: IN ACCORDANCE WITH LABOR CODE SECTIONS 1773.1 AND 1773.9, CONTRACTORS SHALL MAKE TRAVEL AND/OR SUBSISTENCE PAYMENTS TO EACH WORKER TO EXECUTE THE WORK. YOU MAY OBTAIN THE TRAVEL AND/OR SUBSISTENCE PROVISIONS FOR THE CURRENT DETERMINATIONS ON THE INTERNET @ HTTP://WWW.DIR.CA.GOV/OPRL/DPREWAGEDETERMINATION.HTM. TRAVEL AND/OR SUBSISTENCE REQUIREMENTS FOR CURRENT OR SUPERSEDED DETERMINATIONS MAY BE OBTAINED FROM THE OFFICE OF THE DIRECTOR - RESEARCH UNIT AT (415) 703-4774. LOS-2019-2-Determination City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 506 of 630 GENERAL PREVAILING WAGE DETERMINATION moe AY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LAAOR CODE PART 7,CHAPTER 1,ARTICLE R.SECTIONS 1770,1713 ANO 1773.1 FOR COMMERCIAL AmLDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS LOCALITY:LOS ANGELES COUNTY DETERMINATION:LOS-2019-2 INCREASE I INCREASE 2 INCREASE 3 INCREASE 4 INCREASE 5 INCREASE 8 - 1 DATE.OF DATE OF ,r4',.,.'"'"'' DATE OF " DATEE`OF �'9 DATE OF«I DATE OF 1 '° ISSUE EXPIRATIONT .�T T •. F T•;• CRAFT(JOURNEY LEI7EL) NEXT NEXT 'NEXT NEXT NEkt. „NEXT _ ORTE DATE OF E OFOP OF „ , . _ CHANGE ,,,.rte, CHANGE.,.,,„,, CHANGE ,.-.,r. CHANGE,,,,,,,r, "CHANGE ,�,,OF„. 'CHANGE..�„F.�. CARPET,LINOLEUM, £ I I II RESILIENT TILE LAYER-SECOND SHIFT 1 822/2019 12/312019 1/1/2020 $166 A 1/12021 $1.69 B 1/1/2022 0169 B C MATERIAL HANDLER-SECOND SHIFT 822/2019 1221/2019 1/10020 $142 D 1/1/2021 s $155 E, 1/1/2022 $1.55 E PLUMBER: PLUMBER.INDUSTRIAL AND ..... ..,.. .._ ._. ......... ...._....... _ ,.. ,,. ,.,._.__ _.,......... ,,,,_.. _ ; GENERAL PIPEFITTER(2ND SHIFT) 822/2019 08/312020 9/1/2020 i $201 F 9/1/2021 1 $226 F 9/12022 $2.26 F 9/1/20231 $2.35 F1 9/12024 $250 F:9/1/20251 $2.50 F1 SEWER AND STORM DRAIN - ”" '' PIPELAYER(2ND SHIFT) 5222019 08/312020 9/12020 $201 F 911/2021 $226 F 9/12022 $2.26 F 9/120231 $2.35 F10/12024 $250 F.9/1/20255 $250 F SEWER AND STORM DRAIN PIPE "" ""`" 8/22/2019 08/312020 9/1/2020 $080 F 9/12021 I.. $090 F 9/1/2022' $0.90 F 9/12023 $094 F 9/12024 $100 F 9/120251 $1.00 F LANG TRADESMAN(2ND ANON) i SECOND IIRRIGATION FITTER - .((" SECOND SHIFT 1822/2019 08/312020 9/12020 5201 F 9/12021 $2.26 FE 9/1/2022 $2.26 F 9/1/20231 $2.35 F19/120245 $2.50 F 9/12025 $2.50 F1 ...... ... [t ... .. LANDSCAPE/IRRIGATION SHIIRRIGATON TRADESMAN E H REFRIGERATION 8222019 08/312020 9/12020 $0.52 F 9/12021 E $0.59 F 9/1/2022 $059 F 9/12023 $0.61 F 9/1/20241 $0.65 F 9/1/2025 $_. �65 F 2ND SHERATION SERVICE HVACR- j 8222019 09/012019 922019 $2.33 I 8/312020 $215 J 8/302021 $2 15 J 9/52022 $2.15 J 9/42023 E $2.15 F 2ND SHIFT FOOTNOTES City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 507 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 LOCALITY:LOS ANGELES COUNTY DETERMINATION: LOS-2019-2 A $1.44 TO THE BASIC HOURLY RATE,$0.15 TO HEALTH&WELFARE AND$0.07 TO VACATION/HOLIDAY. B $1.44 TO THE BASIC HOURLY RATE,$0.15 TO HEALTH&WELFARE AND$0.10 TO VACATION/HOLIDAY. C A MATERIAL HANDLER MAY BE UTILIZED IN RATIO OF ONE(1)MATERIAL HANDLER WITH ANY FIVE(5)JOURNEYMEN ON ANY GIVEN PROJECT. D $1.20 TO THE BASIC HOURLY RATE,$0.15 TO HEALTH&WELFARE AND$0.07 TO VACATION/HOLIDAY. E $1.20 TO THE BASIC HOURLY RATE,$0.15 TO HEALTH&WELFARE AND$0.10 TO VACATION/HOLIDAY. THE PREDETERMINED INCREASE SHOWN IS TO BE ALLOCATED TO WAGES AND/OR EMPLOYER PAYMENTS. PLEASE CONTACT THE OFFICE OF THE DIRECTOR-RESEARCH UNIT AT(415) F 703-4774 WHEN THE PREDETERMINED INCREASE BECOMES DUE TO CONFIRM THE DISTRIBUTION. PLEASE ALSO EXAMINE THE IMPORTANT NOTICES TO SEE IF ANY MODIFICATIONS HAVE BEEN ISSUED,AS THERE MAY BE REDUCTIONS TO PREDETERMINED INCREASES. G PIPE TRADESMEN SHALL NOT BE PERMITTED ON ANY JOB WITHOUT A JOURNEYMAN. TRADESMEN SHALL ONLY BE USED IF THE FIRST WORKER ON THE JOB ISA LANDSCAPE/IRRIGATION FITTER,SECOND WORKER MUST BE A LANDSCAPE/IRRIGATION FITTER OR H APPRENTICE LANDSCAPE/IRRIGATION FITTER.THE 3RD AND 4TH MAY BE A TRADESMAN.THE 5TH MUST BE A LANDSCAPE/IRRIGATION FITTER AND THEREAFTER TRADESMEN WILL BE REFERRED ON A 50-50 BASIS,TO JOURNEYMAN OR APPRENTICE. I $1.83 TO BASIC HOURLY RATE AND$0.50 TO PENSION J $1.90 TO WAGES AND/OR FRINGES AND$0.25 TO TRAINING LOS-2019-2-INC City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 508 of 630 State of California Department of Industrial Relations Wage Rates Southern California 2019-2 PLEASE NOTE THERE ARE PRE-DETERMINED INCREASES TO BE ALLOCATED TO THE WAGE RATES— Increases can be found at the DIR website under the appropriate STEP for 2019-2 General Wage Determination. Please refer to the DIR for Apprentice Rates for this project. Any questions regarding wages, please contact: Sandra Lee I Labor Compliance Officer I Michael Baker International [0] 562-753-2833 [M] 213-273-6986 Email:sandra.Iee@mbakerintl.com • City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 509 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #ASBESTOS WORKER,HEAT AND FROST INSULATOR DETERMINATION: SC-3-5-I-2019-1 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:July 5,2020*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director-Research Unit at(415)703-4774 for the new rates after ten days after the expiration date if no subsequent determination is issued. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday Sunday (Journeyperson) Hourly and Holiday Payments Hourly and Rate Welfare Rate I1/2x 2x 11/2x 2x Holiday Mechanic '43.77 610.10 '8.05 3.29 1.24 - 8 66.45 088.335 110.22 d88.335 110.22 '110.22 DETERMINATION:SC-3-5-3-2019-1 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:July 5,2020*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director-Research Unit at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. Hazardous Material Handler Mechanic h20.63 r5.25 6.10 - 0.82 - 8 32.80 43.12 - 43.12 - g43.I2 "Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes 6.5%of employees gross wage for dues/service fee check-off plus$0.25 for supplemental dues. h$0.08 for Occupational Health and Research Plan included in Health and Welfare. Rate applies to the first 2 overtime hours.Applies to all daily overtime hours on maintenance and asbestos abatement projects. 'Rate applies to first 8 hours worked on new construction.Applies to all Saturday hours on maintenance and asbestos abatement projects. $153.99 per hour for work on Labor Day. For maintenance and asbestos abatement projects,Sundays and observed holidays may be worked at the time and one half rate. r Includes$0.40 for medical monitoring in compliance with industry regulations procedures and$0.08 for Occupational Health Plan. g$74.06 per hour for work on Labor Day. h Includes 6.5%of employees gross wage for dues/service fee check-off plus$0.06 for supplemental dues. Pursuant to Labor Code Sections 1773.1 and 1773.8,the amount paid for the employer payment may vary resulting in a lower taxable Basic Hourly Rate,but the Total Hourly Rates for Straight Time and Overtime may not be less than the general prevailing rate of per diem wages. Note: Asbestos removal workers must be trained and the work conducted according to the Code of Federal Regulations 29 CFR 1926.58,the California Labor Code 6501.5 and the California Code of Regulations,Title 8,Section 5208. Contractors must be certified by the Contractors'State License Board and registered with the Division of Occupational Safety and Health(DOSH). For further information,contact the Asbestos Contractors Abatement Registration Unit,DOSH at(510)286-7362. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 3 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 510 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: FENCE BUILDER(CARPENTER) DETERMINATION: SC-23-31-20-2019-1 ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director—Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Vacation Total Daily Saturdayb Sunday (Journeyperson) Hourly and and Hourly and Rate Welfare Pension Holiday Training Other Hours Rate 11/2Xa 1 1/2X Holiday Fence Builder $39.23 $7.75 $5.00 $6.02 $0.62 $0.26 8 $58.88 $78.495 $78.495 $98.11 'Rate applies to the first 4 overtime hours.All other time is paid at the Sunday and Holiday overtime hourly rate. bSaturdays in the same work week may be worked at straight-time for the first 8 hours if the job is shut down during the normal work week due to inclement weather,or reasons beyond the control of the employer. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations.If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work.You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director— Research Unit at(415)703-4774. 3A City of Rosemead,California GENERAL PREVAIL My D 1payIA jaYA'� (Tj 1 mtM %TRIAL RELATIONS Document Control Page 511 of 630 PURSUANT TO CALIFORNIA L OR CODE PART ,CHAPTER 1,ARTICLE-2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:6 CARPENTER AND RELATED TRADES DETERMINATION:SC-23-31-2-2019-1 ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Total Daily, Saturday b Sunday (Journeyperson) Hourly and Vacation/ Hourly and Rate Welfare Pension Holiday Training Other Hours Rate 1 1/2X 1 1/2X Holiday 'AREA 1 Carpenter'',Cabinet Installer,Insulation Installer,Hardwood Floor Worker, Acoustical Installer $43.33 $7.75 $5.16 $7.021. $0.62 $0.44 8 $64.32 $85.985 $85.985 $107.65 Pile Driverman I,Derrick Bargeman, Rockslinger,Bridge or Dock Carpenter, Cable Splicer 43.46 7.75 5.16 7.02r 0.57 0.49 8 64.45 86.18 86.18 107.91 Bridge Carpenter' 43.46 7.75 5.16 7.02r 0.62 0.44 8 64.45 86.18 86.18 107.91 Shingler 43.46 7.75 5.16 7.02r 0.62 0.44 8 64.45 86.18 86.18 107.91 Saw Filer 43.42 7.75 5.16 7.02r 0.62 0.44 8 64.41 86.12 86.12 107.83 Table Power Saw Operator 43.43 7.75 5.16 7.02r 0.62 0.44 8 64.42 86.135 86.135 107.85 Pneumatic Nailer or Power Stapler 43.58 7.75 5.16 7.02r 0.62 0.44 8 64.57 86.36 86.36 108.15 Roof Loader of Shingles 30.70 7.75 5.16 7.02r 0.62 0.44 8 51.69 67.04 67.04 82.39 Scaffold Builder 34.53 7.75 5.16 7.02r 0.62 0.44 8 55.52 72.785 72.785 90.05 Millwright' 43.83 7.75 5.16 7.02r 0.62 0.64 8 65.02 86.935 86.935 108.85 Head Rockslinger 43.56 7.75 5.16 7.02' 0.62 0.44 8 64.55 86.33 86.33 108.11 Rock Bargeman or Scowman 43.36 7.75 5.16 7.02r 0.62 0.44 8 64.35 86.03 86.03 107.71 Diver,Wet(Up To 50 Ft.Depth)d `94.92 7.75 5.16 7.02r 0.62 0.44 8 115.91 163.37 163.37 210.83 Diver,(Stand-By)d '47.46 7.75 5.16 7.02r 0.62 0.44 8 68.45 92.18 92.18 115.91 Diver's Tender d 46.46 7.75 5.16 7.02r 0.62 0.44 8 67.45 90.68 90.68 113.91 Assistant Tender(Diver's)d 43.46 7.75 5.16 7.02f 0.62 0.44 8 64.45 86.18 86.18 107.91 'AREA 2 Carpenter'',Cabinet Installer,Insulation Installer,Hardwood Floor Worker, Acoustical Installer 42.76 7.75 5.16 7.02r 0.62 0.44 8 63.75 85.13 85.13 106.51 Shingler' 42.90 7.75 5.16 7.02r 0.62 0.44 8 63.89 85.34 85.34 106.79 Saw Filer 42.76 7.75 5.16 7.02r 0.62 0.44 8 63.75 85.13 85.13 106.51 Table Power Saw Operator 43.86 7.75 5.16 7.02r 0.62 0.44 8 64.85 86.78 86.78 108.71 Pneumatic Nailer or Power Stapler 43.02 7.75 5.16 7.02r 0.62 0.44 8 64.01 85.52 85.52 107.03 - Roof Loader of Shingles 30.65 7.75 5.16 7.02r 0.62 0.44 8 51.64 66.965 66.965 82.29 DETERMINATION: SC-31-741-1-2019-1 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION: May 31,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Classification (Journeyperson) Employer Payments Straieht-Time Overtime Hourly Rate Basic Health Vacation Total Hourly and and Hourly Daily Saturday/i Holiday Rate Welfare Pension Holiday Training Hours Rate I 1/2X 1 1/2X 2X _. Terrazzo Installer $40.03 7.75 5.16 4.55' 0.57 8 58.06 78.075 78.075 98.09 Terrazzo Finisher 33.53 7.75 5.16 4.55r 0.57 8 51.56 68.325 68.325 85.09 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.eov/OPRL/PWAppWage/PWAppWaeeStart.asp.To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a. AREA 1-Imperial,Los Angeles,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara and Ventura counties. AREA 2-Inyo,Kern,and Mono counties. For Bridge Carpenter,Scaffold Builder,Pile Driverman,Derrick Bargeman,Rockslinger,Bridge or Dock Carpenter,Cable Splicer,Millwright, Head Rockslinger,Rock Bargeman or Scowman,Diver,Wet(Up to 50 Ft.Depth),Diver(Stand-By),Diver's Tender,and Assistant Tender(Diver's)rates,please see Area 1 as this rate applies to Area 2 as well. Basic Hourly Rates for Area 2 include an additional amount deducted for vacation/holiday. b. First eight(8)hours worked paid at 1 1/2 times the straight time rate,all hours after that paid at double(2x)the straight time rate. Saturdays in the same work week may be worked at straight-time rates if a job is shut down during the normal work week due to inclement weather,major mechanical breakdown or lack of materials beyond the control of the Employer. c. When performing welding work requiring certification,classification will receive an additional$1.00 per hour. d. Shall receive a minimum of 8 hours pay for any day or part thereof. e. For specific rates over 50 ft depth,contact the Office of the Director-Research Unit. Rates for Technicians,Manifold Operators,Pressurized Submersible Operators,Remote Control Vehicle Operators,and Remote Operated Vehicle Operators,as well as rates for Pressurized Bell Diving and Saturation Diving are available upon request. f. Includes an amount for supplemental dues. g. All overtime worked Mon-Fri shall be paid at 1 1/2 times the straight time rate for the first four(4)hours and double(2x)the straight time for work performed after twelve(12)hours. h. A Carpenter who performs work of forming in the construction of open cut sewers or storm drains shall receive a premium of thirteen cents($0.13)per hour in addition to his Carpenter's scale.This premium shall apply only on an operation in which horizontal lagging is used in conjunction with Steel H-Beams driven or placed in pre-drilled holes,for that portion of a lagged trench against which concrete is poured,namely,as a substitute for back forms,which work is performed by pile drivers. i. When performing welding work requiring certification,classification will receive an additional$1.00 per hour.An additional$0.50 per hour when handling or working with new pressure- treated creosote piling or timber,or driving of used pressure-treated creosote piling. j. Saturdays in the same work week may be worked at straight-time rates if a job is shut down during the normal work week due to inclement weather,major mechanical breakdown or lack of materials beyond the control of the Employer. Work on Sunday,if it is the 7,b consecutive workday,shall be paid at double(2x)the straight-time rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft, classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http://www.dirca.gov/OPRIJDPreWaueDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the cannot determinations on the Intemet at httpJ/www.diccaeov/OPRL/DPreWaeeDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 4 11 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 512 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS ICRAFT: #MODULAR FURNITURE INSTALLER(CARPENTER) DETERMINATION: SC-23-31-16-2019-1 ISSUE DATE: August 22,2019 1 EXPIRATION DATE OF DETERMINATION:December 31,2019**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director—Research Unit for specific rates at(415)703-4774 I LOCALITY: All Localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara,and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Other Hours Total Daily 6th Workday 7th Workday/ (Joumeyperson) Hourly and Holiday a Payments Hourly Holiday Rate Welfare Rate 1 1/2X" 1 1/2X b 2X MODULAR INSTALLER Installer $18.00 $4.70 $1.86 $1.85 $0.10 $0.03 8 $26.54 $35.54 $35.54 $44.54 111 Lead Installer $20.00 $4.70 $1.86 $1.85 $0.10 $0.03 8 $28.54 $38.54 $38.54 $48.54 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp.To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a) Includes an amount for Supplemental Dues. Ilb) Rate applies to the first 4 daily overtime hours and the first 12 hours on a sixth(69 consecutive day. All other daily overtime is paid at the 7th Workday/Holiday rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. �- TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. J 4A City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 513 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:#DRYWALL INSTALLER/LATHER(CARPENTER) DETERMINATION:SC-31-X-41-2019-1 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director— Research Unit for specific rates at(415)703-4774. LOCALITY:All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rates Classification Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday Sunday (Joumeyperson) Hourly and Holidays Payments Hourly and Rate Welfare Rate 1 1/2Xb 1 1/2Xb Holiday 2X Drywall Installer/ Lather $43.33 $7.75 $5.16 $7.02 $0.62 $0.77 8 $64.65 $86.315 $86.315 $107.98 • DETERMINATION:SC-31-X-41-2019-1A ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director-Research Unit(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. Stocker,Scrapper $12.00 $3.75 - $6.02 $0.62 - 8 $22.39 $28.39 $28.39 $34.39 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAnnWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27, 2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes an amount per hour worked for supplemental dues. b Rate applies to the first 4 daily overtime hours and to the first 8 hours on Saturday. All other overtime will be paid the Sunday and Holiday double time rate. Saturdays in the same workweek may be worked at straight-time if job is shut down during the normal work week due to inclement weather. • RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. _. 5 ICity of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 514 of 630 IGENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 IFOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #ELEVATOR CONSTRUCTOR DETERMINATION:SC-62-X-999-2019-1 ISSUE DATE:February 22,2019 EXPIRATION DATE OF DETERMINATION:December 31,2019**The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director—Research Unit for specific rates at(415)703-4774. LOCALITY:All localities within Imperial,Los Angeles,Orange,Riverside,San Diego,Santa Barbara and Ventura counties. aPortions of Kern, San Bernardino and San Luis Obispo counties are detailed below. Employer Payments Straight-time Overtime Hourly Rate I Classification Basic Health Pensions Vacation/ Training Other Hours Total Daily" Saturday" Sunday (Journeyperson) Hourly and Holiday" Payments Hourly and Rate Welfare Rate 1'h X 11/2 X Holiday I_ Mechanic $55.58 15.575 17.51 5.05 0.62 0.42 8 $94.755 $122.545 $122.545 $150.335 Mechanic(employed in industry more than I 5 years) $55.58 15.575 17.51 6.16 0.62 0.42 8 $95.865 $123.655 $123.655 $151.445 Helper' $38.91 15.575 17.51 3.54 0.62 0.42 8 $76.575 $96.03 $96.03 $115.485 Helper(employed in � industry more than I5 years)` $38.91 15.575 17.51 4.31 0.62 0.42 8 $77.345 $96.80 $96.80 $116.255 N Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ I http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at htto://www.dir.ca.gov/das/das.html. a Applies to that portion of these counties south of the Tehachapi Line.For more information contact the Office of the Director—Research Unit. I^ b Includes an amount for 8 paid holidays. Ratio:The total number of Helpers employed shall not exceed the number of Mechanics on any one job. When removing old and installing new cables on existing elevator installations,the Company may use two(2)Helpers,Apprentices or Assistant Mechanics to one(1)Mechanic.Two(2) Helpers,Apprentices or Assistant Mechanics to each three(3)Mechanics may be employed in Contract Service work only.For more information on J - the use of Helpers,contact the Office of the Director—Research Unit. d For Contract Service work only. All other overtime is paid at the Sunday/Holiday rate. 'Includes an amount for Annuity Trust Fund. I RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on I the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel I and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 1 6 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 515 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:IIOPERATING ENGINEER DETERMINATION:SC-23-63-2-2019-2 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020•°The rate to be paid for work pa-formal atter this date has been determined.If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY:All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara;and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension(a) Vacation/ Training Other Hours Total Hourly Daily Saturday(d) Sunday/ (Joumeyperson) Rate Welfare Holiday(a) Payments Rate (c I Holiday 112X I12X 2X Classification Groups(b) Group 1 $47.05 $11.60 $11.15 $3.55 $1.05 50.39 8 574.79 198.315 $98.315 $121.84 Group 2 $47.83 111.60 $11.15 13.55 51.05 $0.39 8 $75.57 $99.485 $99.485 $123.40 Group3 $48.12 $11.60 $11.15 $3.55 $1.05 $0.39 8 $75.86 $99.920 199.920 $123.98 Group 4 $49.61 111.60 $11.15 $3.55 $1.05 00.39 8 $77.35 $102.155 $102.155 $126.96 Group 6 $49.83 $11.60 $11.15 13.55 $1.05 $0.39 8 $77.57 0102.485 $102.485 $127.40 Group8 $49.94 $11.60 $11.15 13.55 51.05 $0.39 8 $77.68 0102.650 0102.650 $127.62 Group 10 $50.06 $11.60 111.15 $3.55 $1.05 $0.39 8 $77.80 0102.830 $102.830 $127.86 Group 12 $50.23 $11.60 $11.15 53.55 $1.05 $0.39 8 $77.97 1103.085 $103.085 $128.20 Group 13 $50.33 $11.60 $11.15 $3.55 01.05 $0.39 8 $78.07 $103.235 1103.235 $128.40 Group 14 $50.36 $11.60 $11.15 $3.55 $1.05 $0.39 8 $70.10 $103.280 $103.280 $128.46 Group 15 $50.44 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.18 3103.400 1103.400 $128.62 Group 16 $50.56 $11.60 $11.15 $3.55 $1.05 $0.39 8 078.30 $103.580 0103.580 $128.86 Group 17 $50.73 $11.60 311.15 03.55 51.05 00.39 8 $78.47 0103.835 0103.835 $129.20 Group 18 $50.83 $11.60 311.15 53.55 $1.05 $0.39 8 578.57 $103.985 S103.985 $129.40 Group 19 $50.94 011.60 $11.15 $3.55 $1.05 30.39 8 $78.68 0104.150 5104.150 $129.62 Group 20 $51.06 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.80 $104.330 0104.330 1129.86 Group 21 $51.23 $11.60 $11.15 33.55 51.05 00.39 8 178.97 $104.585 $104.585 $130.20 Group 22 051.33 $11.60 $11.15 33.55 01.05 00.39 8 $79.07 5104.735 $104.735 $130.40 Group 23 151.44 011.60 S11.15 33.55 $1.05 0.0.39 8 079.18 1104.900 0104.900 $130.62 Group 24 051.56 S11.60 $11.15 $3.55 $1.05 $0.39 8 079.30 3105.080 $105.080 $130.86 Group 25 351.73 $11.60 $11.15 $3.55 $1.05 $0.39 8 179.47 1105.335 5105.335 $131.20 0 Indicates en epprenticeable crag The current apprentice wage rates are available on the Interna Qct http://www.dr.ca.goy/OPRUPWAppWage/PWAppWageStardasp.Ta obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or ref to the Division of Apprenticeship Standards'website at hrp:/Avww.dir.ca.gov/das/das.htrnl. 'Includes an amount withheld for supplemental dues. For classifications within each group,see pages S and 9. `Rate applies to the first 4 overtime hours.All other daily overtime is paid at the Sunday rate. a Rate applies to the fust 12 hours worked.All other time is paid at the Sunday rate `Includes an amount for Annuity NOTE:For Special Shift and Multi-Shift,see pages 9A and 9B. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate far Holiday work shall he paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employd on theproject,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the ct rent determinations on the Internet at http:/hvwov.dirca.gon/OPRIJDPreWageDeterminatioe.hbn.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work.You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gav/OPRI/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 7 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 516 of 630 DETERMINATION:SC-2363-2-2019-2 CLASSIFICATIONS: GROUP 1. Hydraulic Casing Oscillator Operator—drilling depth of45'maximum Bargeman Hydrographic Sealer Machine Operator(straw,pulp or seed) Brakeman Jackson Track Momtaina,or similar type Compressor Operator Kalamazoo Switch Tamper,or similar type Ditchwitch,with seat or similar type equipment Machine Tool Operator Elevator Operator-Inside Maginnis Internal Full Slab Vibrator 1 Engineer OilerMechanicalB m,Cub or Gutta(uorcretemesphen) Forkli0Operator(hies loci,IuO or similar types—uMerS tons) Mechanical Fmuher Operator(concrete,Clary-Johnson-Bidwell or similar) Generator OperatorMicro Tutmcl System Operator(below ground) Generator,Pump or Compressor Plant Operator Pavement Breaker Operator Heavy Duty Repairman Helper Railcar Mover Pump Operator Road Oil Mixing Machine Operator Signalman Rolla Operator(asphalt or finish) Switchman Rubber-Tired Earthmoving Equipment(single engine,up to and including 25 yds.struck) Self-Propelled Tar Pipelining Machine Operator Skiploader Operator(crawler and wheel type,over 3/4 yds.and up to and including 1 1/2 GROUP 2 yds.) Asphalt-Rubber Plant Operator(Nurse Tank Operator) Slip Form Pump Operator(power driven hydraulic lining device for concrete forms) 1 Concrete Mixer Operator-Skip Type Tractor Operator-Bulldo ,TampScraper(single engine.up.100 HP wttlad Conveyor Operator similar types,up to and including 0.5 and similar types) Fireman Tugger Hoist Operator(1 drum) ForkliftOperator(lodes Io d,lull or similar types—over 5 tore) Ultra High Pressure Wvterjet Cutthg Tool System Operator Hydrostatic Pump Operator Vacuum Blasting Machine Operator Oiler Crusher(Asphalt or Concrete Plain) Volume Mixer Operator 1 Petromat Lvydown Machine Welder—Genual RAT Side Dump lack Rotary Drill Helper(Oilfield) GROUP 7(for muh45hlf rate,see page 9131 Screening and Conveyor Machine Operator(or similar types) Welder—General(Multi-Shill) — Skiploader(Wheel type up to 3/4 yd.without attachment) Tar Per Fireman GROUP 8 Temporary Heating Plant Operator Asphalt or Concrete Spreading Operator(tamping or finishing) Trenching Machine Oiler Asphalt Paving Machin:Operator(barber grccne or similar type,one(I)Soreedmen) Asphvh-Rubber Distributor Operator GROUP l Backhoe Operator(upto and including 3/4 yds.)small ford,case or similar Asphalt Rubber Blend Operator Backhoe Operator(over 3/4 yd.and up to 5 cu.yds.M.R.C.) Bobcat or similar logo(Skid Steer,with all attachments) Barrier Rail Mover(BTM Series 200 or similar types) Equipment Greaser(rack) Cast in Place Pipe Laying Machine Operator Ford Ferguson(with dmgtype onachmcnls) Cold Foamed Asphalt Recycler Helicopter Radioman(ground) Combination Mixer and Compressor Operator(g,dte work) Stationery Pipe Wrapping and Cleaning Machine Operator Compactor Operator-Self Propelled Concrete Mixer Operator-Paving GROUP 4 Crushing Plant Operator Asphalt Plant Fireman Drill Doctor Backhoe Operator(mini-max or similar type). Drilling Machine Operator,Bucket or Auger types(Calweld 150 bucket or similar types- Boring Machine Operator Watson 1500,2000,2500 auger or similar types-Texoma 700,800 auger or similar types- I Boring System Electronic Tracking Locator drilling depth mf60'maximurn) Boxman Muennaoeser or concrete) Elevating Grader Operator Chip Spreaea ding Machine Operator Excavator Track/Rubber-Toed-with all anachmonts(Operating Weight 21,000 110-100,000 lbs) Concrete Cleaning Decontamination Machine Operator Global Positioning System/GPS(or Technician) Concrete Pump Operator(small portable) Grade Checker Drilling Machine Operator,Small Auger types(Texor00 Super Economatic,or similar types-Hughes 100 Oradell Operator r 200,or similar types-drilling depth of30 maximum) Groutirg Machine Operator Equipment Greaser(grease truck) Heavy Duty Repairman/Pump InstallerExcavator Track/Rubber-Tired-with all attachments(Operating weight under 21,000 @s) Heavy Equipment Robotics OperatorGuard Reil Post DriverOperator Hydraulic Casing OuiOator Operator—drilling depth of 60'maximum Highli rte Cableway Signalman Hydraulic Operated Grout Plant(excludes hand loading) Hydro-Hemmer-Acro Stomper Kalamazoo Ballast Regulator or similar type Hydraulic Casing Oscillator Operator—drilling depth 0130'maximum Klemm Drill Operator or similar types Micro Tumcling Operator(above ground Mattel) Kolmen Belt Loader and similar type Power Concrete Curing Machine Operator Le Tonneau Blob Compactor or similar type Power Concrete Saw Operator Lo Drill Power-Driver lumbo Form Seta Operator Loader Operator(Athry,Euclid,Sierra and similar types) Power Sweeper Operator Master Environmental Mainmurce Mechanic 1 Rock Wheel Saw/Trencher Mobork Chipper or shailiar types Rata operator(compacting) Ozzie Peaaa or similar”pee Screed Operator(asphalt or concrete) P.C.490 Slot Saw Trenching MachineOperator(up to 60.) Pneumatic Concrete Placing Machine Operator(Haektey-Presswell or similar type) Vacuum or Muck Truck Prentice 721E Hydro-Ax Pumperete Gun Operator GROUP 5(for ma/I-shirr rate,see nage 9R1 Rock Drill or Similiar Types(see Miscellaneous Provision 04 for additional information 1 Equipment Greaser(Grease Tmck/MultiShiR) garding this classification) Rotary Drill Operator(excluding cvison type) CROUP F Rubber-Tired Earth Moving Equipment Operator(single engine,caterpillar,euelid,athey Articulating Material Hauler wagoo.and similar types with any 0 t all anachmrnts aver 25 yds.mW up to and including 50 Asphalt Plant Engineer cu yds.struck) Batch Plant Operator Rubber-Tied Earth Moving Equipment Operator(multiple engine-up to and including 25 Bit Sharpener yds.snuck) Concrete Joint Machine Operator(canal and similar type) Rubber-Tied Scraper Operator(ulf-Loading paddle Alai type-John Deere,1040 and Concrete Placer Operator similar single unit) Concrete Planer Operator Self-Propelled Cmb and Goner Machine Operator Dandy Digger Shuttle Buggy Deck Engine Operator Skiploadcr Operator(crawler and what type over 1 1/2 yds.up to and including 6 112 yds.) Deck Engineer Soil Remediation Plant Operator(CML Embotech or Shnilar) I De ickman(oilfield type) Soil Stabilizer and Recleimer(WR-2400) Drilling Machine Operator,Bucket or Auger types(Calweld 100 bucket or similar types-Watson 1000 Somoro SXP Lour Screed auger or similar types-Texoma 330,500 or 600 auger or similar types-drilling depth of 45'maximum) Speed Saving Operator Surface Heaters and Planer Operator Drilling Machine Operator(including water wells) Tractor Compressor Drill Combination Operator Force Feed Loader 8 I 1 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 517 of 630 DETERMINATION:SC-2363-2-2019-2 GROUP CONT. GROUPI6 Tractor Operator(any type larger than D-5-100 Byweel H.P.and over,or similar—bulldozer,tamper, Excavator Track/Rubber Toed-with all attachments(Opaating Weight exceeding 200,000 scraper and push tractor,single engine) Ib,) Rubber-Wood Earth Moving Equipment Operator,Operating Equipment with the Push-Pull Tractor Operator(boom attachments) System(single engine,over 50 yds.struck) Traveling Pipe Wrapping,Cleaning and Bending Machine Operator Rubber-Ted Earth Moving Equipment Operator,Operating Equipment with the Push-Pull Trenching Machine Operator(ova 6 fl.depth capacity,manufacturer's rating) System(multiple engine,euclid,caterpillar,and similar,over 25 yds.and up to 50 yds.shuck) Trenching Machine with Road Mina Attachment(over 60.depth capacity,manufacture's rating-Ola or Journeyman Trainee required) Ultra High Pressure Waterjet Cutting Tool System Mechanic GROUP 17 Water Pull(compaction) Rubber-Toed Earth Moving Equipment Operator,Operating Equipment with the Push-Pull System(multiple engine,wcld,caterpillar,and similar type,over 50 cu yds.muck) GROUP 9(foe muhhshif rate,see nage 90) Tandem Tractor Operator(operating crawler type tractors in tandem-Quad 9 and similar Heavy Duty Repeimtan(MultiShif) type) GROUP II GROUP 10 Rubber-Toed Earth Moving Equipment Operator,Operating in Tandem(scrapers,belly Backhoe Operator(over 5 cu.yds.MRC.) dumps,and similar types in any combination,excluding compaction milts-single ague,up to Drilling Machin Operator,Bucket or Auger types(Calweld 200 B bucket or similar types-Wants 3000 and including 25 yds.struck) or 5000 auger or shniLir types Texoma 900 auger or similar types-dri0ug depth of 105'maximum) GROUP 19 Dual Dram hiker Rotex Concrete Belt Operator Dynamic Compactor LDC350 or similar types Rubber-Tired Earth Moving Equipment Operator,Operating in Tandem(scraper,belly Heavy Duty Repairman-Weida combination dumps,and similar types in any combination excluding compaction milts-single ergine, Hydraulic Casing Oscillator Operator—drilling depth of 105'maximum eatapllm,euclid,athey wagon,and similar types with any and all attachments over 25 yds. MonorailLocomotive Operator(diesel,gas or electric) end up to and Deluding 50 w.yds.struck) Motor Patrol-Blade Operator(single engine) Rubber-Ted Earth Moving Equipment Operator,Operating in Tandem(scrapes,belly Multiple Engine Tractor Operator(euclid and similar type-except quad 9 tit.) dumps,and singer types in any combination,excluding compaction units-multiple ergines,up Pneumatic Pipe Ramming Tool and similar types to and including 25 yds.muck) Pre-stressed Wrapping Machine Operator(2 Operators requited) Rubber-Toed Earth Movhg Equipment Operator(single engine,over 50 yds.struck) GROUP 20 Rubber-Ted Earth Moving Equipment Operator(multiple engine,euclid caterpillar and similar-over 25 Rubber-fled Earth Moving Equipment Operator,Operating in Tandem(scrapers,belly yds.and up to 50 yds.muck) dumps,and similar types in any combustion excluding compaction wits-single ergine,over Tower Crane Repairman 50 yds.struck) Tractor Loader Operator(crawler and wheel-type over 6 1/2 yds.) Rubber-Toed Earth Moving Equipment Operator,Operating in Tandem(scrapers,belly Welder-Certified dumps,and similar types in any combination,excluding compaction units-multiple engine, Woods Mixer Operator(and similar pugmill equipment) euclid,oatapill,r and similes,over 25 yds.and up to 50 yds.struck) Drilling Machine Operator,Bucket or Auger types(Calwed,auger 200 CA or similar types- GROUP 11(for rnuhi-shlfl rate,see pag,911 wars°, Heavy Duty Repairman—Welder Combination(Multi-Shift) - '- Welder—Certified(Multi-Shift) GROUP 21 Rubber-Toed Earth Alovug Equipmaa Operator,Operatig in Tandem(scrapers,belly GROUP 12 dumps,and similar types in any combination,excluding compaction udt5-multiple engine, Auto Grader Operator euclid,caterpillar and similar type,over 50 cu yds.stuck) Automatic Sap form Operator Backhoe Operator(ova 7 cu.yds.M.R.C.) Drilling Machine Operator,Bucket or Auger Via(Calweld,auger 200 CA or similar types-Oats°,auger GROUP22 6000orsimilar types-hughes super duty,auger 200 or similar types-drilling depth of 175'maxunum) Rubber-Turd Earth Moving Equipment Operator,Operatig Equipment with the Tandem Push-Pull System(single engine,up to and including 25 yds.struck) Excavator Track/Rubber Tired-with all attachments(Operating;Weight 100,000 lbs.-200,000 Ihs) Hoe Ran or similar with compressor GROUP 23 Hydraulic Casing Oscillator Operator—drilling depth of 175'maximum Rubber-Toed ann Moving Equipment Operator,Operating Equipment with the Tandem Mass Excavator Operator-less than 750 cu.yds. Push-Pull System(single engine,caterpillar,euclid,athey wagon,and similar types with any Mechanical Finishing Machine Operator and all attachments over 25 yds.and up to and'including 50 cu.yds.muck) humble Form Traveler Operator Rubber-Teed Earth Moving Equipment Operator,Operating Equipment with the Tandem Motor Patrol Operator(multi-engine) Push-Pull System(multiple engine,up to and including 25 yds.struck) Pipe htohile Machine Oprator Rubber-Ted Earth Moving Equipment Operator(multiple engine,euclid,caterpillar and similar type,over 50 cu.yds.stuck) GROUP 24 Rubber-Teed Self-Loading Scraper Operator(paddle-wlteelauger type self-loading-(ton(2)or more Rubber-Teed Earth Moving Equipment Operator,Operating Equipment with the Tandem units) Push-Pull System(single engine,ova 50 yds.Struck) Rubber-Tod Earth Moving Equipment Operator,Operating Equipe,.with the Tandem OPOUP Pah-Peru system(multiple engine,eucliq caeryillar and similar,over 25 yds.and up to 50 Rubber-Ted Earth Moving Equipment Operator.Operating Equipment with the Push-Pull Systan(single yds.struck) amine,up to and including 25 yds.muck) GROUP 25 GROUP 14 Concrete Peep Operator-Truck Abutted Card Liner Operator Pedestal Concrete Pump Operator Canal Trimmer Operator Rubber-Ted Earth htoviog Equipment Operator,Operating Equipment with the Tandem Drilling Machine Operator,Bucket or Auger types(Cahveld,auger 200 CA or similar types-rats°,auger Push-Pun System(multiple engine,euclid,caterpillar and similar aver 50 cu.yds snuck) 6000 or similar types-hughes super duty,auger 200 or similar types-drilling depth of300'maximum) Remote Controlled Earth Moving Operator(11.00 per hour additional to base rate) Wheel Excavator Operator(ova 750 cu.yds.per hour) GROUP 15 Rubber-Ted Earth Moving Equipment Operator,Operating Equipment with the Push-Pull System(single engine,aarc pllar,maid,whey wagon and similar types with any and all attachments ova 25 yds.and up to and including 50 cu.yds.struck) Rubber-Ted Earth Moving Equipment Operator,Operating Equipment with the Push-Pull System (multiple engine-up to and including 25 yds.struck) h11SCELLANEOUS PROVISIONS: I. Operators on hoists with three drums mall receive fifteen cents(15e)pa hoar additional pay to the regular rate of pay.The additional pay shall he added to the regular rate and become the base rate for the entire shin. 2. All heavy dutyrepairman and heavy duty combustion shall receive are dollar(S1.00)pa hour tool allowance in addition to their regubs rate of pay and this shall become then base rate of pay. 3. Employees required to suit up and work in a hazardous martial environment,shall receive Two Dollars(52.00)pa how in addition to their regular rate of pay,and that rate shall become the bask hourly rate of pay. 4. A review of rock drilling is currently pealing.The minimum acceptable rate of pay for this classification or type of work on public works projects is Laborer and Related Classifications/Group 5 (Diller)as published on pages 13 and 14 of the Director's General Prevaling Wage Determinations.However,the published rate for the craWdassificntior of Operating Engineer/Group 8(Rock Drill or Similar Types)maybe used by contactors to perforin rock drilling on public works project, 9 i City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 518 of 630 I GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:#OPERATING ENGINEER(Special Shift) DETERMINATION:SC-23-63-2-2019-2 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020"The rate to be paid for work performed after this date has been determined.If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. JLOCALITY:Al localities within Imperial,Inyo,Kern,Las Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straieht-Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension(0) Vacation/ Training Other Hours Total Hourly Daily Saturday(d) Sunday/ (7oumeyperson) Rate Welfare Holiday(a) Payments Rate (c) Holiday 112X IIOX 2X Classification Groups(b) Group 1 147.55 $11.60 511.15 53.55 11.05 10.39 8 175.29 499.065 199.065 5122.84 Group 2 $48.33 $11.60 111.15 13.55 11.05 10.39 8 $76.07 1100.235 $100.235 1124.40 Group3 $48.62 111.60 $11.15 13.55 $1.05 10.39 8 $76.36 1100.670 $100.670 SI24.98 Group 4 150.11 $11.60 111.15 13.55 11.05 10.39 8 $77.85 1102.905 1102.905 $127.96 Group 6 $50.33 111.60 $11.15 $3.55 11.05 $0.39 8 $78.07 1103.235 1103.235 1128.40 Groups $50.44 111.60 $11.15 $3.55 $1.05 $0.39 8 $76.18 1103.400 1103.400 1128.62 Group 10 $50.56 111.60 $11.15 $3.55 $1.05 10.39 8 $78.30 $103.580 $103.580 $128.86 Group 12 $50.73 511.60 $11.15 $3.55 $1.05 $0.39 8 $78.47 1103.835 $103.835 1129.20 Group 13 $50.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 578.57 $103.985 1103.985 $129.40 Group 14 $50.86 111.60 $11.15 $3.55 $1.05 $0.39 8 $78.60 1104.030 1104.030 $129.46 Group 15 150.94 $11.60 $11.15 S3.55 11.05 $0.39 8 $78.68 $104.150 1104.150 $129.62 Group 16 $51.06 111.60 $11.15 $3.55 11.05 10.39 8 $78.80 1104.330 1104.330 $129.86 Group 17 $51.23 111.60 $11.15 13.55 11.05 $0.39 8 $78.97 1104.585 1104.585 1130.20 Group 18 551.33 111.60 111.15 13.55 $1.05 $0.39 8 579.07 1104.735 1104.735 5130.40 Group 19 $51.44 $11.60 $11.15 13.55 11.05 $0.39 8 $79.18 1104.900 1104.900 $130.62 Group 20 $51.56 $11.60 $11.15 $3.55 S1.05 $0.39 8 $79.30 $105.080 5105.080 $130.86 Group 21 $51.73 $11.60 111.15 13.55 $1.05 $0.39 8 179.47 1105.335 1105.335 1131.20 Group 22 $51.83 111.60 $11.15 13.55 $1.05 $0.39 8 $79.57 1105.485 3105.485 1131.40 Group 23 $51.94 $11.60 $11.15 $3.55 $1.05 $0.39 8 579.68 $105.650 3105.650 $131.62 Group 24 $52.06 $11.60 $11.15 $3.55 $1.05 $0.39 8 179.80 $105.830 $105.830 1131.86 Group 25 $52.23 $11.60 $11.15 13.55 11.05 S0.39 8 $79.97 3106.085 5106.085 1132.20 p Indicates an apprenticeable crag The current apprentice wage rates are available on the Internet @ http:/Avww.dir.ca.gov/OPRUPWAppWage/PWAppWageStart.asp.To obtain any apprentice wage rates as afJuly 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at hnp://www.dinca.gov/das/das.html. 'Includes an amount withheld for supplemental dues. a For classifications within each group,see pages 8 and 9. 'Rate applies to the fust 4 overtime hours.All other daily overtime is paid at the Sunday rate. °Rate applies to the first 12 hours worked.All other time is paid at the Sunday rate. `Includes en amount for Annuity RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate I is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http:/Avww.dir.ca.gov/OPRI/DPreWageDetemhination.hvn.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703.4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work.You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRUDPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit 51(415)703-4774. 9A I 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 519 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:#OPERATING ENGINEER(Multi-Shift) DETERMINATION:SC-23-63-2-2019-2 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020"The rate to be paid for work performed after this date has been determined.If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY:All localities within Imperial,logo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension(0 Vacation/ Training Other Hours(e) Total Hourly Daily Saturday(d) Sunday/ (Joumeyperson) Rate Welfare Holiday(a) Payments Rate (c) Holiday 112X 112X 2X Classification Groups(b) Group I $48.05 $11.60 $11.15 $3.55 $1.05 $0.39 8 $75.79 $99.815 $99.815 $123.84 Group 2 348.83 111.60 111.15 $3.55 $1.05 $0.39 8 176.57 $100.985 $100.985 $125.40 Group3 549.12 111.60 $11.15 $3.55 $1.05 $0.398 376.86 3101.420 1101.420 $125.98 Group 4 $50.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.35 5103.655 $103.655 $128.96 - Group5 150.71 $11.60 $11.15 $3.55 $1.05 $0.39 8 S78.45 $103.805 $103.805 $129.16 Group 6 $50.83 $11.60 111.15 $3.55 $1.05 $0.39 8 178.57 $103.985 $103.985 $129.40 Group 7 $50.93 111.60 S11.15 $3.55 $1.05 $0.39 8 $78.67 $104.135 $104.135 $129.60 Group8 $50.94 $11.60 $11.15 $3.55 $1.05 30.39 8 178.68 $104.150 $104.150 $129.62 Group 9 $51.04 511.60 $11.15 33.55 $1.05 $0.39 8 $78.78 1104.300 $104.300 $129.82 Group 10 551.06 $11.60 $11.15 $3.55 31.05 30.39 8 $76.60 1104.330 1104.330 1129.86 Group II $51.16 111.60 111.15 13.55 51.05 10.39 8 $78.90 $104.480 $104.480 1130.06 Group 12 $51.23 $11.60 $11.15 33.55 11.05 30.39 8 $78.97 $104.585 1104.585 $130.20 Group 13 $51.33 $11.60 $11.15 $3.55 31.05 $0.39 8 $79.07 $104.735 $104.735 3130.40 Group 14 151.36 311.60 111.15 13.55 31.05 $0.39 8 $79.10 3104.780 1104.780 3130.46 Group 15 $51.44 111.60 $11.15 13.55 11.05 $0.39 8 $79.18 $104.900 $104.900 $130.62 Group 16 $51.56 $11.60 $11.15 13.55 $1.05 10.39 8 379.30 1105.080 1105.080 $130.86 Group 17 $51.73 $11.60 311.15 13.55 $1.05 $0.39 8 $79.47 3105.335 $105.335 $131.20 Group 18 $51.83 $11.60 311.15 33.55 11.05 $0.39 8 379.57 $105.485 1105.485 $131.40 Group 19 $51.94 $11.60 $11.15 33.55 $1.05 $0.39 8 379.68 1105.650 $105.650 $131.62 Group 20 152.06 $11.60 $11.15 13.55 11.05 50.39 8 379.80 $105.830 1105.830 $131.86 Group 21 $52.23 111.60 $11.15 $3.55 $1.05 30.39 8 579.97 1106.085 $106.085 1132.20 Group 22 $52.33 $11.60 $11.15 $3.55 $1.05 30.39 8 $80.07 $106.235 1106.235 $132.40 Group 23 152.44 $11.60 $11.15 $3.55 $1.05 30.39 8 180.18 $106.400 1106.400 3132.62 Group 24 552.56 $11.60 $11.15 $3.55 31.05 30.39 8 $80.30 3106.580 3106.580 1132.86 Group 25 $52.73 511.60 $11.15 $3.55 11.05 30.39 8 $80.47 3106.835 3106.835 $133.20 6 Indicates an apprenticeable craft The current apprentice wage rates are available on the Internet.0:http://www.dir.ca.gov/OPRUPWAppWage/PWAppWageStartftsp.To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or re to the Division of Apprenticeship Standards'website at hup/Amvw.dirca.gov/das/das.html. 'Includes an amount withheld for supplemental dues. °For classifications within each group,see pages 8 and 9. `Rate applies to the first 4 overtime hours.All other daily overtime is paid at the Sunday rate "Rate applies to the fust 12 hours worked.All other time is paid at the Sunday rate. 'The Third Shift shall wank 6.5 hours,exclusive of meal period,far which 8 hours straight-time shall be paid at the non-shift rate,Monday thorogh Friday. 'Includes an amount for Annuity RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collative bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rat:shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current detmrnieations on the Internet at http'Avwvv.dir.ca.gov/OPRUDPieWegeDetennination.hgn.Holiday provisions for current or superseded dctenninations may be obtained by contacting the Office of the Director-Research'Mit et(415)703-0774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to arch worker to execute the work.You may obtain the travel and/or subsistence provisions far the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Once of the Director-Research Unit at(415)703-1774. 9B City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 520 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #DREDGER(OPERATING ENGINEER) DETERMINATION: SC-63-12-23-2018-2 ISSUE DATE: August 22,2018 EXPIRATION DATE OF DETERMINATION: July 31,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director-Research Unit(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. 1 LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo, Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension" Vacation/ Training Other Hours Total Daily" Saturday" Sunday Holiday (Joumeyperson) Hourly and Holidays Hourly Rate Welfare Rate 1 1/2X 1 1/2X 2X 3X Chief Engineer,Deck Captain $51.85 11.45 10.65 3.85 1.00 0.15 8 78.95 104.875 104.875 130.80 182.65 Leverman 54.85 11.45 10.65 3.85 1.00 0.15 8 81.95 109.375 109.375 136.80 191.65 Watch Engineer,Decimate 50.27 11.45 10.65 3.85 1.00 0.15 8 77.37 102.505 102.505 127.64 177.91 Winchman(Stern Winch on Dredge) 48.22 11.45 10.65 3.85 1.00 0.15 8 75.32 99.430 99.430 123.54 171.76 Fireman-Oiler,Leveehand,Deckhand (can operate anchor scow under direction of mate),Bargeman 47.68 11.45 10.65 3.85 1.00 0.15 8 74.78 98.620 98.620 122.46 170.14 Dozer Operator 48.88 11.45 10.65 3.85 1.00 0.15 8 75.98 100.420 100.420 124.86 173.74 Hydrographic Surveyor 50.31 11.45 10.65 3.85 1.00 0.15 8 77.41 102.565 102.565 127.72 178.03 Barge Mate 48.29 11.45 10.65 3.85 1.00 0.15 8 75.39 99.535 99.535 123.68 171.97 Welder 50.27 11.45 10.65 3.85 1.00 0.15 8 77.37 102.505 102.505 127.64 177.91 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ l http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asn. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes an amount for supplemental dues. "Rate applies to the first 4 daily overtime hours and first 12 hours on Saturdays. All other time is paid at the Sunday overtime rate. "Includes an amount for annuity. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 10 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 521 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #Cranes,Pile Driver and Hoisting Equipment(Operating Engineer) DETERMINATION: SC-23-63-2-2019-1B ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION: June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension(e) Vacation/ Training Other Hours Total Daily Saturday(d) Sunday/ (Joumeyperson) Rate Welfare Holiday(a) Payments Hourly Rate (c) Holiday 1 1/2X 1 1/2X 2X Classification Groups(b) Group I $48.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.14 $100.340 $100.340 $124.54 Group2 $49.18 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.92 $101.510 $101.510 $126.10 Group 3 $49.47 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.21 $101.945 $101.945 $126.68 Group4 $49.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.35 $102.155 $102.155 $126.96 Group 5 $49.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.57 $102.485 $102.485 $127.40 Group 6 $49.94 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.68 $102.650 $102.650 $127.62 Group 7 $50.06 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.80 $102.830 $102.830 $127.86 Group 8 $50.23 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.97 $103.085 $103.085 $128.20 Group 9 $50.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.14 $103.340 $103.340 $128.54 Group 10 $51.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.14 $104.840 $104.840 $130.54 Group 11 $52.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $80.14 $106.340 $106.340 $132.54 Group 12 $53.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $81.14 $107.840 $107.840 $134.54 Group 13 $54.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $82.14 $109.340 $109.340 $136.54 •#Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. 'Includes an amount withheld for supplemental dues. b For classifications within each group,see page IOB. `Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. e Includes an amount for Annuity NOTE:For Special Shift and Multi-Shift,see pages 10A-1 and 10A-2. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 1OA City of Rosemead,California Bid'Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 522 of 630 • Determination:SC-23-63-2-2019-1B;SC-23-63-2-2019-1B1;SC-23-63-2-2019-1B2 CLASSIFICATIONS: GROUP 1 GROUP 9 Engineer Oiler Crane Operator(over 25 tons,up to and including 50 ton M.R.C.) Derrick Barge Operator(over 25 tons,up to and including 50 ton M.R.C.) GROUP 2 Highline Cableway Operator Truck Crane Oiler Hoist Operator,Stiff Legs,Guy Derrick or similar type(over 25 tons,up to and including 50 ton M.R.C.) GROUP 3 K-Crane A-Frame or Winch Truck Operator Polar Crane Operator Ross Carrier Operator(Jobsite) Self Erecting Tower Crane Operator Maximum Lifting Capacity ten(10)tons. GROUP4 GROUP 10 Bridge-Type Unloader and Turntable Operator ABI/Fundex Machine Helicopter Hoist Operator Crane Operator(over 50 tons,up to and including 100 ton M.R.C.) Snobble Unit(pin-n-go or similar type) Derrick Barge Operator(over 50 tons,up to and including 100 ton M.R.C.) Hoist Operator,Stiff Legs,Guy Derrick or similar type(over 50 tons,up to and including 100 GROUP 5 ton M.R.C.) Hydraulic Boom Truck/Knuckleboom Mobile Tower Crane Operator(over 50 tons,up to and including 100 ton M.R.C.) Stinger Crane(Austin-Western or similar type) Shovel,Dragline,Clamshell Operator(over 10 cu.yrds.) Tugger Hoist Operator(1 drum) GROUP 11 GROUP 6 Crane Operator(over 100 tons,up to and including 200 ton M.R.C.) Bridge Crane Operator Derrick Barge Operator(over 100 tons,up to and including 200 tons M.R.C.) Cretor Crane Operator Hoist Operator,Stiff Legs,Guy Derrick or similar type(over 100 tons,up to and including Hoist Operator(Chicago Boom and similar type) 200 ton M.R.C.) Lift Mobile Operator Mobile Tower Crane Operator(over 100 tons,up to and including 200 ton M.R.C.) Lift Slab Machine Operator(Vagtborg and similar types) Tower Crane Operator and Tower Gantry Material Hoist and/or Manlift Operator Polar Gantry Crane Operator GROUP 12 Prentice Self-Loader Crane Operator(over 200 tons,up to and including 300 tons M.R.C.) Self Climbing Scaffold(or similar type) Derrick Barge Operator(over 200 tons,up to and including 300 tons M.R.C.) Shovel,Dragline,Clamshell Operator(over 3/4 yd and up to 5 cu yds,M.R.C.) Hoist Operator,Stiff Legs,Guy Derrick or similar type(over 200 tons,up to and including Silent Piler 300 ton M.R.C.) Tugger Hoist Operator(2 drum) Mobile Tower Crane Operator(over 200 tons,up to and including 300 ton M.R.C.) GROUP 7 Pedestal Crane Operator GROUP 13 Shovel,Dragline,Clamshell Operator(over 5 cu yds,M.R.C.) Crane Operator(over 300 tons) Tower Crane Repairman Derrick Barge Operator(over 300 tons) Tugger Hoist Operator(3 drum) Derrick Pilot Hoist Operator,Stiff Legs,Guy Derrick or similar type(over 300 tons) Hydraulically Controlled Lift Gantry Operator BCR Lift System(over 300 tons) GROUP 8 Mobile Tower Crane Operator(over 300 tons) Crane Operator(up to and including 25 ton capacity) Crawler Transporter Operator Derrick Barge Operator(up to and including 25 ton capacity) Hoist Operator,Stiff Legs,Guy Derrick or similar type(up to and including 25 ton capacity) Shovel,Dragline,Clamshell Operator(over 7 cu yds M.R.C.) MISCELLANEOUS PROVISIONS: 1. Operators on hoists with three drums shall receive fifteen cents(150)per hour additional pay to the regular rate of pay. The additional pay shall be added to the regular rate and become the base rate for the entire shift. 2. All heavy duty repairman and heavy duty combination shall receive one dollar($1.00)per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay. 3. Employees required to suit up and work in a hazardous material environment,shall receive Two Dollars($2.00)per hour in addition to their regular rate of pay,and that rate shall become the basic hourly rate of pay. • 1 10B 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 523 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #Cranes,Pile Driver and Hoisting Equipment(Operating Engineer,Special Shift) DETERMINATION: SC-23-63-2-2019-1B1 ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension(e) Vacation/ Training Other Hours Total Daily Saturday(d) Sunday/ (Journeyperson) Rate Welfare Holiday(a) Payments Hourly Rate (c) Holiday 1 1/2X 1 1/2X 2X Classification Groups(b) Group 1 $48.90 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.64 $101.090 $101.090 $125.54 Group 2 $49.68 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.42 $102.260 $102.260 $127.10 Group 3 $49.97 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.71 $102.695 $102.695 $127.68 Group 4 $50.11 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.85 $102.905 $102.905 $127.96 Groups $50.33 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.07 $103.235 $103.235 $128.40 Group 6 $50.44 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.18 $103.400 $103.400 $128.62 Group 7 $50.56 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.30 $103.580 $103.580 $128.86 Group 8 $50.73 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.47 $103.835 $103.835 $129.20 Group 9 $50.90 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.64 $104.090 $104.090 $129.54 Group 10 $51.90 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.64 $105.590 $105.590 $131.54 Group 11 $52.90 $11.60 $11.15 $3.55 $1.05 $0.39 8 $80.64 $107.090 $107.090 $133.54 Group 12 $53.90 $11.60 $11.15 $3.55 $1.05 $0.39 8 $81.64 $108.590 $108.590 $135.54 Group 13 $54.90 $11.60 $11.15 $3.55 $1.05 $0.39 8 $82.64 $110.090 $110.090 $137.54 •#Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRUPWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes an amount withheld for supplemental dues. b For classifications within each group,see page 10B. Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. a Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. `Includes an amount for Annuity RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 10A1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 524 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #Cranes,Pile Driver and Hoisting Equipment(Operating Engineer,Multi-Shift) DETERMINATION: SC-23-63-2-2019-1B2 ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. I Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension(f) Vacation/ Training Other Hours(e) Total Daily Saturday(d) Sunday/ (Journeyperson) Rate Welfare Holiday(a) Payments Hourly Rate (c) Holiday 1 1/2X 1 1/2X 2X Classification Groups(b) Group 1 $49.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.14 $101.840 $101.840 $126.54 Group 2 $50.18 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.92 $103.010 $103.010 $128.10 Group 3 $50.47 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.21 $103.445 $103.445 $128.68 Group 4 $50.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.35 $103.655 $103.655 $128.96 Group 5 $50.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.57 $103.985 $103.985 $129.40 Group 6 $50.94 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.68 $104.150 $104.150 $129.62 Group 7 $51.06 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.80 $104.330 $104.330 $129.86 Group 8 $51.23 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.97 $104.585 $104.585 $130.20 Group 9 $51.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.14 $104.840 $104.840 $130.54 Group 10 $52.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $80.14 $106.340 $106.340 $132.54 Group 11 $53.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $81.14 $107.840 $107.840 $134.54 Group 12 $54.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $82.14 $109.340 $109.340 $136.54 Group 13 $55.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $83.14 $110.840 $110.840 $138.54 11 •#Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. 'Includes an amount withheld for supplemental dues. °For classifications within each group,see page 10B. 'Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. The Third Shift shall work 6.5 hours,exclusive of meal period,for which 8 hours straight-time shall be paid at the non-shift rate,Monday thorugh Friday. 'Includes an amount for Annuity RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations maybe obtained by contacting the Office of the Director-Research Unit at(415)703-4774. I TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the I Office of the Director-Research Unit at(415)703-4774. 10A2 I I City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 525 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #LANDSCAPE OPERATING ENGINEER DETERMINATION: SC-63-12-33-2019-1 ISSUE DATE: February 22,2019 EXPIRATION DATE OF DETERMINATION:October 31,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director—Research Unit at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara,and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Vacation Total Daily/ Sunday Holiday` (JOURNEYPERSON) Hourly and and Hourly Saturdayb Rate Welfare Pensions Holidaya Training Other Hours Rate PAX 2X 3X Landscape Operating Engineer Backhoe Operators Forklifts-Tree Planting Equipment(jobsite) HDR Welder-Landscape,Irrigation,Operating Engineers'Equipment Roller Operators Rubber-tired&Track Earthmoving Equipment Skiploader Operators Trencher-31 horsepower and up $38.41 $11.45 $10.65 $3.55 $1.00 $0.15 8.0 $65.21 $84.415 $103.62 $142.03 #Indicates an apprenticeable craft.The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes an amount per hour worked for supplemental dues. b Rate applies to the first four overtime hours daily and the first twelve hours on Saturday. Thereafter use the Sunday overtime rate. °All work performed on a Dewatering Operation on holidays and all other work on holidays except Labor Day and the 1st Saturday following the 1st Friday in the months of June and December is paid at Sunday rate. d Includes an amount for the Defined Contribution Plan(Annuity). RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 10-C City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 526 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #Tunnel(Operating Engineer) DETERMINATION: SC-23-63-2-2019-1C ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. 1 LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health and Pension(d) Vacation/ Training Other Hours Total Daily Saturday Sunday/ (Joumeyperson) Hourly Rate Welfare Holiday(a) Payments Hourly Rate (b) (c) Holiday 1 1/2X 1 1/2X 2X Classification Groups Group I $48.90 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.64 $101.090 $101.090 $125.54 Group2 $49.68 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.42 $102.260 $102.260 $127.10 Group3 $49.97 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.71 $102.695 $102.695 $127.68 Group4 $50.11 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.85 $102.905 $102.905 $127.96 Group 5 $50.33 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.07 $103235 $103.235 $128.40 Group6 $50.44 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.18 $103.400 $103.400 $128.62 Group? $50.56 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.30 $103.580 $103.580 $128.86 Group 8 $51.91 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.65 $105.605 $105.605 $131.56 Group9 $50.86 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.60 $104.030 $104.030 $129.46 6 Indicates an apprenticeable craft.The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp.To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. Includes an amount withheld for supplemental dues. - "Rate applies to the first 4 overtime hours.All other daily overtime is paid at the Sunday rate. `Rate applies to the first 12 hours worked.All other time is paid at the Sunday rate. 1 a Includes an amount for Annuity RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work.You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. CLASSIFICATIONS: GROUP I GROUP 6 Heavy Duty Repairman Helper Backhoe Operator(up and including 3/4 yd.)Small Ford,Case or similar types Drill Doctor GROUP 2 Grouting Machine Operator Skiploader(wheel type up to 3/4 yd.without attachment) Heading Shield Operator Heavy Duty Repairman GROUP 3 Jumbo Pipe Carrier Power-an Loader Operator(Athey,Euclid,Sierra and similar types) Power-Driver Jumbo Form Setter Operator Mucking Machine Operator(1/4 yd robber tired,rail or tmck type) Pneumatic Concrete Placing Machine Operator(Hackley-Presswell or similar type) GROUP 4 Pneumatic Heading Shield(Tunnel) Dinkey Locomotive or Motorman(up to and including 10 tons) Pumperete Gun Operator Rodman Tractor Compressor Drill Combination Operator Tugger Hoist Operator(2 drum) GROUP 5 Tunnel Locomotive Operator(over 30 tons) Bit Sharpener --' Equipment Greaser(Grease Track) GROUP 7 Instmmentman Heavy Duty Repairman-Welder Combination Slip Fonn Pump Operator(power driven hydraulic lifting device for concrete forms) -- Tugger Hoist Operator(1 drum) GROUP 8 Tunnel Locomotive Operator(over 10 and up to and including 30 tors) Party Chief Welder-General GROUP 9 Tunnel Mole Boring Machine Operator MISCELLANEOUS PROVISIONS: I.Operators on hoists with three dorms shall receive fifteen cents(150)per hour additional pay to the regular rate of pay.The additional pay shall be added to the regular rate and become the base rate for the entire shift. 2.All heavy duty repairman and heavy duty combination shall receive one dollar($1.00)per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay. 3.Employees required to suit up and work in a hazardous material environment,shall receive Two Dollars($2.00)per hour in addition to their regular rate of pay,and that rate shall become the basic hourly rate of pay. 100 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 527 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #Tunnel(Operating Engineer)(Multi-Shift) DETERMINATION: SC-23-63-2-2019-ICI ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health and Pension(d) Vacation/ Training Other Hours Total Daily Saturday Sunday/ (Joumeyperson) Hourly Rate Welfare Holiday(a) Payments Hourly Rate (b) (c) Holiday 1 1/2X 1 1/2X 2X Classification Groups Group 1 $48.90 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $76.64 $101.090 $101.090 $125.54 Group2 $49.68 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $77.42 $102.260 $102.260 $127.10 Group3 $49.97 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $77.71 $102.695 $102.695 $127.68 Group4 $50.11 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $77.85 $102.905 $102.905 $127.96 Group 5 $50.33 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $78.07 $103.235 $103.235 $128.40 Group 6 $50.44 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $78.18 $103.400 $103.400 $128.62 Group 7 $50.56 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $78.30 $103.580 $103.580 $128.86 Group 8 $51.91 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $79.65 $105.605 $105.605 $131.56 Group 9 $50.86 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $78.60 $104.030 $104.030 $129.46 #Indicates an apprenticeable craft.The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRUPWAppWage/PWAppWageStart.asp.To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. Includes an amount withheld for supplemental dues. Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. Includes an amount for Annuity RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRUDPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. CLASSIFICATIONS: GROUP I GROUP 6 Heavy Duty Repairman Helper Backhoe Operator(up and including 3/4 yd.)Small Ford,Case or similar types Drill Doctor GROUP 2 Grouting Machine Operator Skiploader(wheel type up to 3/4 yd.without attachment) Heading Shield Operator Heavy Duty Repairman GROUP 3 Jumbo Pipe Carrier Chairman Loader Operator(Athey,Euclid,Sierra and similar types) Power-Driver Jumbo Form Setter Operator Mucking Machine Operator(1/4 yd rubber tired,rail or track type) Pneumatic Concrete Placing Machine Operator(Hackley-Presswell or similar type) GROUP 4 Pneumatic Heading Shield(runnel) Dinkey Locomotive or Motorman(up to and including 10 tons) Pumperete Gun Operator Rodman Tractor Compressor Drill Combination Operator Tugger Hoist Operator(2 drum) GROUP 5 Tunnel Locomotive Operator(over 30 tons) Bit Sharpener Equipment Greaser(Grease Track) GROUP 7 Instrumentman Heavy Duty Repairman-Welder Combination Slip Form Pump Operator(power driven hydraulic lifting device for concrete forms) Tugger Hoist Operator(I drum) GROUP S Tunnel Locomotive Operator(over It and up to and including 30 tons) Party Chief Welder-General GROUP 9 Tunnel Mole Boring Machine Operator MISCELLANEOUS PROVISIONS: I.Operators on hoists with three dorms shall receive fifteen cents(150)per hour additional pay to the regular rate of pay.The additional pay shall be added to the regular rate and become the base rate for the entire shift. 2.All heavy duty repairman and heavy duty combination shall receive one dollar($1.00)per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay. 3.Employees required to suit up and work in a hazardous material environment,shall receive Two Dollars($2.00)per hour in addition to their regular rate of pay,and that rate shall became the basic hourly rate of pay. l OD l City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 528 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #BUILDING/CONSTRUCTION INSPECTOR AND FIELD SOILS AND MATERIAL TESTER DETERMINATION: SC-23-63-2-2019-1D ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION: June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director—Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight—Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension(d) Vacation/ Training Other Hours Total Daily Saturday Sunday/ (Joumeyperson) Rate Welfare Holiday(a) Payments Hourly Rate (b) (c) Holiday 11/2X 1 1/2X 2X Classification Groups Group 1 $47.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $75.57 $99.485 $99.485 $123.40 Group 2 $49.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.35 $102.155 $102.155 $126.96 Group 3 $51.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.35 $105.155 $105.155 $130.96 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. Includes an amount withheld for supplemental dues. °Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. Includes an amount for Annuity RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing 1 rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TTRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetemrination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. CLASSIFICATIONS: GROUP I GROUP II Group III Field Soils and Materials Tester AWS-CWI Welding Inspector Nondestructive Testing(NDT) Field Asphaltic Concrete(Soils and Materials Tester) Building/Construction Inspector Field Earthwork(Grading Excavation and Filling) Licensed Grading Inspector Roof Inspector Reinforcing Steel Water Proofer Reinforced Concrete Pre-Tension Concrete Post-Tension Concrete Structural Steel and Welding Inspector Glue-Lam and truss Joints Truss-Type Joint Construction Shear Wall and Floor System used as diaphragms Concrete batch Plant Spray-Applied Fireproofing Structural masonry I OE 1 l City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 529 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #BUILDING/CONSTRUCTION INSPECTOR AND FIELD SOILS AND MATERIAL TESTER(SPECIAL SHIP T) DETERMINATION: SC-23-63-2-2019-1D1 ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director—Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight—Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension(d) Vacation/ Training Other Hours Total Daily Saturday Sunday/ (Joumeyperson) Rate Welfare Holiday(a) Payments Hourly Rate (b) (c) Holiday I 1/2X 11/2X 2X Classification Groups Group 1 $48.33 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.07 $100.235 $100.235 $124.40 Group 2 $50.11 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.85 $102.905 $102.905 $127.96 Group 3 $52.11 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.85 $105.905 $105.905 $131.96 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. Includes an amount withheld for supplemental dues. s Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. d Includes an amount for Annuity RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. CLASSIFICATIONS: GROUP I GROUP II Group III Field Soils and Materials Tester AWS-CWI Welding Inspector Nondestructive Testing(NDT) Field Asphaltic Concrete(Soils and Materials Tester) Building/Construction Inspector Field Earthwork(Grading Excavation and Filling) Licensed Grading Inspector Roof Inspector Reinforcing Steel Water Proofer Reinforced Concrete Pre-Tension Concrete Post-Tension Concrete Structural Steel and Welding Inspector Glue-Lam and truss Joints Truss-Type Joint Construction Shear Wall and Floor System used as diaphragms Concrete batch Plant Spray-Applied Fireproofing Structural masonry 10G City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 530 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #BUILDING/CONSTRUCTION INSPECTOR AND FIELD SOILS AND MATERIAL TESTER(MULTI-SHIFT) DETERMINATION: SC-23-63-2-2019-1D2 Issue Date:August 22,2019 EXPIRATION DATE OF DETERMINATION: June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director—Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight—Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension(e) Vacation/ Training Other Hours(d) Total Daily Saturday Sunday/ (Joumeyperson) Rate Welfare Holiday(a) Payments Hourly Rate (b) (c) Holiday 1 1/2X 1 1/2X 2X Classification Groups Group 1 $48.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.57 $100.985 $100.985 $125.40 Group2 $50.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.35 $103.655 $103.655 $128.96 Group 3 $52.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $80.35 $106.655 $106.655 $132.96 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStartasp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes an amount withheld for supplemental dues. b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. d The Third Shift shall work 6.5 hours,exclusive of meal period,for which 8 hours straight-time shall be paid at the non-shift rate,Monday thorugh Friday. `Includes an amount for Annuity RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. CLASSIFICATIONS: GROUP I GROUP II Group III Field Soils and Materials Tester AWS-CWI Welding Inspector Nondestructive Testing(NDT) Field Asphaltic Concrete(Soils and Materials Tester) Building/Construction Inspector Field Earthwork(Grading Excavation and Filling) Licensed Grading Inspector Roof Inspector Reinforcing Steel Water Proofer Reinforced Concrete Pre-Tension Concrete Post-Tension Concrete • Structural Steel and Welding Inspector Glue-Lam and truss Joints Truss-Type Joint Construction Shear Wall and Floor System used as diaphragms Concrete batch Plant Spray-Applied Fireproofing Structural masonry 10H City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 531 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:LANDFILL WORKER(OPERATING ENGINEER) DETERMINATION:SC-63-12-41-2019-1 ISSUE DATE:February 22,2019 EXPIRATION DATE OF DETERMINATION:March 31,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director-Research Unit at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY:All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo, Santa Barbara,and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total Daily Saturdayc Sunday/ (Journeyperson) Hourly and Holiday Paymentsb Hourly Holiday Rate Welfarea Rate 1 1/2X 1 1/2X 2X Mechanic $22.15 $4.21 $1.05 $1.78 $.06 $3.80 8 $33.05 $44.125 $44.125 $55.20 Lead Equipment Operator 20.15 4.12 .95 1.61 .06 3.44 8 30.33 40.405 40.405 50.48 Lead Truck Driver/ Equipment Operator 19.15 4.07 .90 1.52 .06 3.26 8 28.96 38.535 38.535 48.11 Truck Driver- End Dump/Walking Floor/Low Bed 18.15 4.02 .85 1.44 .06 3.08 8 27.60 36.675 36.675 45.75 Truck Driver- Roll Off/Transfer Station Loader Operator/Maintenance/ Fueler/Mechanic Helper 17.15 3.98 .80 1.35 .06 2.90 8 26.24 34.815 34.815 43.39 Scale House 16.15 3.93 .75 1.27 .06 2.72 8 24.88 32.955 32.955 41.03 Load Checker/Water Truck Driver/Parts Runner 12.00 3.70 .50 .85 .06 1.81 8 18.92 24.92 24.92 30.92 Laborer 12.00 3.61 .40 .68 .06 1.45 8 18.20 24.20 24.20 30.20 a Includes an amount for Sick Leave. b Amount for employee stock ownership. `Rate applies to the sixth consecutive day of work. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director oflndustrial Relations.If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work.You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained from the Office of the Director-Research Unit at(415)703-4774. 10F City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 532 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: LIGHT FIXTURE MAINTENANCE DETERMINATION: SC-830-61-1-2019-1 ISSUE DATE:February 22,2019 EXPIRATION DATE OF DETERMINATION: April 1,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY:All localities within Riverside county.For other counties please contact the Division of Labor Statistics and Research prior to Bid Advertisement at(415)703-4774. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation Training Hours Total Daily Saturday Holiday Hourly and and Hourly &Sunday Rate Welfare Holiday Rate 1 1/2X 1 1/2X 2X Lighting Maintenance Service Person $12.00 .29 ---- .34 ---- 8 12.63 18.63 18.63 24.63 DETERMINATION: SC-830-61-2-2000-1 ISSUE DATE:February 22,2000 EXPIRATION DATE OF DETERMINATION:April 1,2000*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within San Bernardino county. For other counties please contact the Division of Labor Statistics and Research prior to Bid Advertisement at(415)703-4774. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation Training Hours Total Daily Sunday Hourly and and Hourly Holiday Rate Welfare Holiday Rate 1 1/2X 1 1/2X Lighting Maintenance Service Person $13.56 2.43 .39 ---- .50 8 16.88 23.66 23.66 RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations.If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft,classification or type of worker may be obtained from the Prevailing Wage Unit at(415)703-4774. 11B RAL LING F USTRIAL AELAS1,40AS City of Roseme�f� T TO CALIFORNIA A LXt3$OK�OD F T 7YI� i onA �CTIONS 1770, 773 U773�1 age 533 of 630 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: FIRE SAFETY AND MISCELLANEOUS SEALING DETERMINATION: SC-3-5-4-2019-2 ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION:August 31,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director- Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo, Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Other Hours Total Daily Sunday (JOURNEYPERSON) Hourly and Holiday Payment Hourly and and Ratea Welfare Rate Saturday Holiday 1 1/2X 2X 3X ASBESTOS WORKER Fire Safety Technician-Class I (0-2000 hrs) $18.01 $9.236 - $0.90 $0.05 8 $28.19 $37.1954 $46.20 $64.21 Fire Safety Technician-Class II (2001-4000 hrs) $23.13 $9.236 - $1.26 $0.05 8 $33.67 $45.2354 $56.80 $79.93 Fire Safety Technician-Class III` (4001-6000 hrs) $24.91 $9.236 $8.05 $1.33 $0.05 8 $43.57 $56.0254 $68.48 $93.39 Fire Safety Technician-Class IVC (6001 or more hrs) $28.92 $9.236 $8.05 $1.53 $0.05 8 $47.78 $62.2404 $76.70 $105.62 DETERMINATION: SC-204-X-18-2019-1 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:August 31,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director- Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total Daily Sunday (JOURNEYPERSON) Hourly and Holidays Payment Hourly and and Rate' Welfare Rate Saturday Holiday 1 1/2X 2X 3X PLUMBER Fire Safety Technician-Class I (0-2000 hrs) $19.30 $7.85 - - $0.10 $0.95 8 $28.20 $37.85" $47.50 $66.80 Fire Safety Technician-Class II (2001-4000 hrs) $24.78 $7.85 - - $0.10 $0.95 8 $33.68 $46.07' $57.85 $81.41 Fire Safety Technician-Class III° (4001-6000 hrs) $27.91 $7.85 $6.27 - $0.10 $0.95 8 $43.08 $57.035" $70.13 $96.32 Fire Safety Technician-Class IV' (6001 or more hrs) $32.10 $7.85 $6.27 - $0.10 $0.95 8 $47.27 $63.32 f $78.01 $107.39 a Includes an amount per hour worked for Administrative Dues. b Includes an amount for Occupational Health and Research. e The 1st man on a job site shall be a Class IV Fire Safety Technician. A Class IV must be on a job site at all times. d Rate applies to the first 2 daily overtime hours and the first 8 hours worked on Saturday.All other overtime is at the Sunday&Holiday rate. e No work shall be performed on Labor Day,except in special cases of extreme emergency and then only when triple(3)times is paid. f Rate applies to the first 2 daily overtime hours and the first 10 hours worked on Saturday.All other overtime is at the Sunday&Holiday rate. g Vacation/Holiday shall be paid at time and one half for all overtime hours and is included in the Basic Hourly Rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 11C City of Rosemeadr a L PREVAILING WAGED 1VfK,'11 RYT4ADMg: 'l tib�C 1'�K9OF INDUSTRIAL Yen°Itleggl Page 534 of 630 PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: FIRE SAFETY AND MISCELLANEOUS SEALING(SHIFT) DETERMINATION: SC-3-5-4-2019-2 ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION:August 31,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director- Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo, Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Other Hours Total Daily Sunday (JOURNEYPERSON) Hourly and Holiday Payment Hourly and and Ratea Welfare Rate Saturday Holiday ASBESTOS WORKER 1 1/2X 2X 3Xg Fire Safety Technician-Class I e (0-2000 hrs) $18.01 $9.23b - $0.90 $0.05 d $28.19 $37.195e $46.20 $64.21 Fire Safety Technician-Class II e (2001-4000 hrs) $23.13 $9.23b - $1.26 $0.05 d $33.67 $45.235e $56.80 $79.93 Fire Safety Technician-Class III° (4001-6000 hrs) $24.91 $9.23b $8.05 $1.33 $0.05 d $43.57 $56.025e $68.48 $93.39 Fire Safety Technician-Class IVe (6001 or more hrs) $28.92 $9.23b $8.05 $1.53 $0.05 d $47.78 $62.240e $76.70 $105.62 DETERMINATION: SC-204-X-18-2019-1 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:August 31,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director- Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total Daily/ Sunday/ (JOURNEYPERSON) Hourly and Holidayh Payment Hourly Saturday Holiday Ratea Welfare Rate 1 1/2X 2X 3X PLUMBER Fire Safety Technician-Class I e (0-2000 hrs) $20.27 $7.85 - - $0.10 $0.95 8 $29.17 $39.305£ $49.44 $69.71 Fire Safety Technician-Class II e (2001-4000 hrs) $25.96 $7.85 - - $0.10 $0.95 8 $34.86 $47.84f $60.21 $84.95 Fire Safety Technician-Class IIIe (4001-6000 hrs) $29.22 $7.85 $6.27 - $0.10 $0.95 8 $44.39 $59.00f $72.75 $100.25 Fire Safety Technician-Class IVC (6001 or more hrs) $33.57 $7.85 $6.27 - $0.10 $0.95 8 $48.74 $65.525f $80.95 $111.80 a Includes an amount per hour worked for Administrative Dues. b Includes an amount for Occupational Health and Research. e The 1st man on a job site shall be a Class IV Fire Safety Technician. A Class IV must be on a job site at all times. d When 2 or 3 shifts are employed,the 2nd shift shall work 7.5 hours for 8 hours pay;the 3rd shift shall work 7 hours for 8 hours pay. e Rate applies to the first 2.5 daily overtime hours on the 2nd shift;first 3 daily overtime hours on the 3rd shift;and the first 7.5 hours(2"d shift)and first 7 hours(3`1 shift)worked on Saturday. All other overtime is at the Sunday&Holiday rate. f Rate applies to the first 2 daily overtime hours and the first 10 hours worked on Saturday.All other overtime is at the Sunday&Holiday rate. g No work shall be performed on Labor Day,except in special cases of extreme emergency and then only when triple(3)times is paid. h Vacation/Holiday shall be paid at time and one half for all overtime hours and is included in the Basic Hourly Rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 11D City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 535 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #LABORER AND RELATED CLASSIFICATIONS DETERMINATION: SC-23-102-2-2019-2 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION: June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino, San Luis Obispo, Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rates Classification a Basic Health Pension Vacation/ Training Other Hours Total Dailyb Saturdaybc Sunday (Journeyperson) Hourly and and Payment Hourly and Rate Welfare Holidays Rate 1 1/2X 1 1/2X Holiday CLASSIFICATION GROUPS Group 1 $35.24 7.47 8.90 4.87 0.69 0.61 8 57.78 75.400 75.400 93.02 Group 2 35.79 7.47 8.90 4.87 0.69 0.61 8 58.33 76.225 76.225 94.12 Group 3 36.34 7.47 8.90 4.87 0.69 0.61 8 58.88 77.050 77.050 95.22 Group 4 37.89 7.47 8.90 4.87 0.69 0.61 8 60.43 79.375 79.375 98.32 Group 5 38.24 7.47 8.90 4.87 0.69 0.61 8 60.78 79.900 79.900 99.02 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a For classification within each group,see page 14. b Any hours worked over 12 hours in a single workday are double(2)time. c Saturdays in the same work week may be worked at straight-time if job is shut down during work week due to inclement weather or similar Act of God,or a situation beyond the employers control. d Includes an amount per hour worked for supplemental dues RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director- Research Unit at(415)703-4774. 13 Cit NEAW,tEI rriaSC-23-102-2-2019-2 Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 536 of 630 CLASSIFICATION GROUPS GROUP 1 GROUP 2(continued) Boring Machine Helper(Outside) Tank Scaler and Cleaner Certified Confined Space Laborer Tree Climber,Faller,Chain Saw Operator,Pittsburgh Chipper and similar type Cleaning and Handling of Panel Forms Brush Shredders Concrete Screeding for Rough Strike-Off Underground Laborer,including Caisson Bellower Concrete,Water Curing Demolition Laborer,the cleaning of brick if performed by an employee GROUP 3 performing any other phase of demolition work,and the cleaning of lumber Asphalt Installation of all fabrics Fiberoptic Installation,Blowing,Splicing,and Testing Technician on public Buggymobile Man right-of-way only Compactor(all types including Tampers,Barko,Wacker) Fire Watcher,Limbers,Brush Loaders,Pilers and Debris Handlers Concrete Cutting Torch Flagman Concrete Pile Cutter Gas,Oil and/or Water Pipeline Laborer Driller,Jackhammer,2 1/2 ft.drill steel or longer Laborer,Asphalt-Rubber Material Loader Dri Pak-it Machine Laborer,General or Construction Gas,Oil and/or Water Pipeline Wrapper-6-inch pipe and over by any method, Laborer,General Cleanup inside and out Laborer,Jetting Impact Wrench,Multi-Plate Laborer,Temporary Water and Air Lines Kettlemen,Potmen and Men applying asphalt,lay-kold,creosote,lime caustic Plugging,Filling of Shee-Bolt Holes;Dry Packing of Concrete and Patching and similar type materials Post Hole Digger(Manual) Laborer,Fence Erector Railroad Maintenance,Repair Trackman and Road Beds;Streetcar and Railroad Material Hoseman(Walls,Slabs,Floors and Decks) Construction Track Laborers Operators of Pneumatic,Gas,Electric Tools,Vibrating Machines,Pavement Rigging and Signaling Breakers,Air Blasting,Come-Alongs,and similar mechanical tools not Scaler separately classified herein;operation of remote controlled robotic tools in Slip Form Raisers connection with Laborers work Tarman and Mortar Man Pipelayefa backup man,coating,grouting,making of joints,sealing,caulking, Tool Crib or Tool House Laborer diapering and including rubber gasket joints,pointing and any and all other Traffic Control by any method services Water Well Driller Helper Power Post Hole Digger Window Cleaner Rock Slinger Wire Mesh Pulling-All Concrete Pouring Operations Rotary Scarifier or Multiple Head Concrete Chipping Scarifier Steel Headerboard Man and Guideline Setter GROUP 2 Trenching Machine,Hand Propelled Asphalt Shoveler Cement Dumper(on 1 yard or larger mixer and handling bulk cement) GROUP 4 Cesspool Digger and Installer Any Worker Exposed to Raw Sewage Chucktender Asphalt Raker,Luteman,Ironer,Asphalt Dumpman,and Asphalt Spreader Chute Man,pouring concrete,the handling of the chute from readymix trucks, Boxes(all types) such as walls,slabs,decks,floors,foundations,footings,curbs,gutters and Concrete Core Cutter(walls,floors or ceilings),Grinder or Sander sidewalks Concrete Saw Man,Cutting Walls or Flat Work,Scoring old or new concrete Concrete Curer-Impervious Membrane and Form Oiler Cribber,Shorer,Lagging,Sheeting and Trench Bracing,Hand-Guided Lagging Cutting Torch Operator(Demolition) Hammer Fine Grader,Highways and Street Paving,Airport,Runways,and similar type Head Rock Slinger heavy construction High Scaler(including drilling of same) Gas,Oil and/or Water Pipeline Wrapper-Pot Tender and Form Man Laborer,Asphalt-Rubber Distributor Bootman Guinea Chaser Laser Beam in connection with Laborer's work Headerboard Man-Asphalt Oversize Concrete Vibrator Operator,70 pounds and over Installation of all Asphalt Overlay Fabric and Materials used for Reinforcing Pipelayer Asphalt Prefabricated Manhole Installer Laborer,Packing Rod Steel and Pans Sandblaster(Nozzleman),Water Blasting,Porta Shot-Blast Membrane Vapor Barrier Installer Subsurface Imaging Laborer Power Broom Sweepers(small) Traffic Lane Closure,certified Riprap,Stonepaver,placing stone or wet sacked concrete Roto Scraper and Tiller GROUP 5 Sandblaster(Pot Tender) Blasters Powderman Septic Tank Digger and Installer(leadman) Driller Toxic Waste Removal Welding,certified or otherwise in connection with Laborers'work 14 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 537 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:TUNNEL WORKER(LABORER) DETERMINATION: SC-23-102-12-2019-1 ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday Sunday (Journeyperson) Hourly and Holiday Payments Hourly and Rate Welfare Rate 11/2X° 11/2X° Holiday Group I $41.29 $7.47 $8.90 a$4.87 $0.69 $0.61 8 $63.83 $84.475 $84.475 $105.12 Group II $41.61 $7.47 $8.90 a$4.87 $0.69 $0.61 8 $64.15 $84.955 $84.955 $105.76 Group III $42.07 $7.47 $8.90 a$4.87 $0.69 $0.61 8 $64.61 $85.645 $85.645 $106.68 Group 1Vb $42.76 $7.47 $8.90 a$4.87 $0.69 $0.61 8 $65.30 $86.680 $86.680 $108.06 a Includes an amount per hour worked for supplemental dues. b The classification"Shaft and Raise Work"shall be applicable to all work from the entrance to the shaft or raise and including surge chambers. This classification shall apply to all work involving surge chambers up to ground level. `All work performed over 12 hours in a single work day shall be paid for at double time(2x). CLASSIFICATIONS Group I Group Ill Batch Plant Laborer Blaster Bottom Lander Driller Changehouseman Powderman Dumpman Cherry Pickerman Outside Dumpman Grout Gunman Loading and Unloading Agitator Cars Jacldeg Miner Nipper Jumbo Man Pot Tender using mastic or other materials Kemper and other Pneumatic Concrete Placer Operator Rollover Dumpman Miner-Tunnel(hand or machine) Shotcrete Man(helper) Micro-Tunneling,Micro-Tunneling Systems Subsurface Laborer(non-miner) Nozzleman Swamper/Brakemen(Brakeman and Switchman on tunnel work) Powderman-Primer House Tool Man Primer Man Top Lander Sandblaster Tunnel Materials Handling Man Segment Erector Group II Steel Form Raiser and Setter Bull Gang Mucker Timberman,Retimberman,wood or steel Trackman Tunnel Concrete Finisher Chemical Grout Jetman Group IV Chucktender Shaft and Raise Workb Cabletender Diamond Driller Concrete crew-include Rodders and Spreaders Grout Mixerman Grout Pumpman Operating of Trowling and/or Grouting Machines Vibratorman Jack Hammer Pneumatic Tools(except driller) RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 15 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 538 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:GUNITE WORKER(LABORER) DETERMINATION: SC-102-345-1-2019-1 ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara,and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation Other Hours Total Daily Saturdayf Sunday (Journeyperson) Hourly and and Payments Hourly and Rate Welfare Holiday Rate 1 1/2Xb 2X 11/2Xe 2X Holiday Ground Wire Man, Nozzleman,Rodman $44.05d 7.47 7.00 a 5.93 0.09 8 64.54 86.565 108.59 86.565 108.59 108.59 Gunman 43.10d 7.47 7.00 a 5.93 0.09 8 63.59 85.14 106.69 85.14 106.69 106.69 Reboundman 39.56d 7.47 7.00 a 5.93 0.09 8 60.05 79.83 99.61 79.83 99.61 99.61 Entry-Level Gunite Worker Step le(0-1000 hours) 27.30d 4.40 6.11 a 5.93 0.06 8 43.80 57.45 71.10 57.45 71.10 71.10 Entry-Level Gunite Worker Step 2e(1001-2000 hours)29.30d 4.40 6.11 a 5.93 0.06 8 45.80 60.45 75.10 60.45 75.10 75.10 a Includes an amount per hour worked for Supplemental Dues. b Rate applies to the first 3 overtime hours. Rate applies to the first 11 overtime hours. dEmployees working from a Bos'n's Chair or suspended from a rope or cable shall receive$0.40/hour above this rate. eRatio is one Entry-Level Gunite Worker for the 1"4 Journeymen on the job(although the Entry-Level Gunite Worker may be the 2nd worker on the job)and 1 Entry-Level Gunite Worker for every 4 Journeymen thereafter(the Entry-Level Gunite Worker may not be on the job until after all 4 Journeymen are on the job). f In the event it is not reasonably possible to complete forty(40)hours of work on an eight(8)hour day shift,Monday through Friday,then the balance of the forty(40)hours may be worked on Saturday at the straight time rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 16 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 539 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: HOUSEMOVER(LABORER) DETERMINATION: SC-102-507-1-2019-1 ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director—Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo, Santa Barbara and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total Dailyc Saturday Sunday/ (Journeyperson) Hourly and Holidays Paymentsb Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Housemover $35.29 7.47 8.90 4.87 0.69 0.51 8.0 57.73 75.375 75.375 93.02 a Includes Supplemental Dues contribution. b Include an amount for Contract Administration Fund($0.07),Contract Compliance Trust Fund($0.30),Industry Fund($0.08),and Laborers Trusts'Administrative Trust Fund($0.06). Any hours over 12 hours in a single workday are double time. d If the employee is unable to complete the forty(40)hours during the normal workweek,Monday through Friday,due to inclement weather or a situation beyond the employers control,then the balance of the forty(40)hours may be worked on Saturday at the straight-time rate in the same workweek. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations maybe obtained by containing the Office of the Director-Research Unit at(415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director— Research Unit at(415)703-4774. 17 City of Rosemead,California' Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 540 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #LANDSCAPE/IRRIGATION LABORER/TENDER DETERMINATION: SC-102-X-14-2019-1 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:July 31,2020**The rate to be paid for work performed after this date has been detennined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director— Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation Training Other Hours Total Dailyb Saturdayb Sunday/ (Joumeyperson) Hourly and and Hourly Holiday Rate Welfare Holiday Rate I 1/2X 1 1/2X 2X Landscape/Irrigation Laborer $33.43 $7.47 $8.90 $4.87° $0.69 $0.48 8 $55.84 $72.555 $72.555 $89.27 Landscape Hydro Seeder $34.53 $7.47 $8.90 $4.87° $0.69 $0.48 8 $56.94 $74.205 $74.205 $91.47 DETERMINATION: SC-102-X-14-2019-1A ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:July 31,2020*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director—Research Unit at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara and Ventura counties. Landscape/IrrigationTender° $15.30 $2.45 $1.25 $1.03a -- -- 8 $20.03 $27.68 $27.68 $35.33 1/Indicates an apprenticeable craft.The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'Website at http://www.dir.ca.gov/das/das.html. a Includes an amount per hour worked for Supplemental Dues. b Rate applies to first 4 daily overtime hours and the first 12 hours on Saturday. All other time is paid at the Sunday and Holiday double-time rate. °The first employee on the jobsite shall be a Landscape/Irrigation Laborer; the second employee on the jobsite must be an Apprentice or a Landscape/Irrigation Laborer; and the third and fourth employees may be Tenders. The fifth employee on the jobsite shall be a Landscape/Irrigation Laborer;the sixth employee must be an Apprentice or a Landscape/Irrigation Laborer;and the seventh and eight employees may be Tenders.Thereafter,Tenders may be employed with Landscape/Irrigation Laborers in a 50/50 ratio on each jobsite. However,plant establishment may be performed exclusively by Landscape/Irrigation Tenders without the supervision of a Journeyman. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or Subsistence provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 18-A City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 541 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: TREE MAINTENANCE1(LABORER) (APPLIES ONLY TO ROUTINE TREE MAINTENANCE WORK,NOT CONSTRUCTION AND/OR LANDSCAPE CONSTRUCTION2) DETERMINATION: SC-102-X-20-2019-1 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director—Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo, Santa Barbara and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATIONa Basic Health Pension Vacation Training Other Hours Total Daily Sunday/ (Journeyperson) Hourly and and Hourly Holiday Rate Welfare Holiday Rate 1 1/2Xb 2X Senior Tree Trimmer $20.40 $2.45 $1.75 $2.17 - $0.30 8 $27.07 $37.27 $47.47 Tree Trimmer $18.40 $2.45 $1.75 $1.97 - $0.30 8 $24.87 $34.07 $43.27 Groundsperson $15.65 $2.45 $1.75 $1.82 - $0.30 8 $21.97 $29.795 $37.62 a There shall be at least one Senior Tree Trimmer on crews of three or more. b Monday than Saturday shall constitute a workweek. Rate applies to first 4 overtime hours Monday than Saturday,and all time worked in excess of forty (40)hours per workweek.All other time is paid at the Sunday and Holiday double-time rate. 1 This determination does not apply to the work of a landscape laborer employed on landscape construction(work incidental to construction or post- construction maintenance during the plant installation and establishment period)or to tree trimming work involving line clearance. 2 This determination does not apply to tree trimming,removal,or planting work performed on construction or landscape construction contracts. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or Subsistence provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 18-B City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 542 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 CRAFT:##LANDSCAPE MAINTENANCE LABORER (APPLIES ONLY TO ROUTINE LANDSCAPE MAINTENANCE WORK NOT NEW LANDSCAPE CONSTRUCTION)' DETERMINATION:SC-LML-2019-1 ISSUE DATE:February 22,2019 EXPIRATION DATE OF DETERMINATION:March 31,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director-Research Unit at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. Employer Payments Straight-Time Overtime LOCALITY: Basic Health Pension Vacation Holiday Training Hours Total 1 1/2X Hourly and Hourly Rate Welfare Rate Imperial $12.00 - - a 0.115 0.17 - 8 612.285 618.285 Inyo,Mono and San Bernardino 12.00 - - 0.30 0.17 - 8 12.47 18.47 Kern 12.00 - - c 0.16 0.17 - 8 612.33 618.33 12.00 - - d 0.27 0.46 - 8 612.73 618.73 Los Angeles 12.00 0.89 - e 0.115 0.14 - 8 613.145 619.145 Orange 12.00 - - f 0.11 0.11 - 8 612.22 618.22 Riverside 12.00 - - g 0.20 0.16 - 8 612.36 618.36 San Diego 12.00 - - 0.22 0.115 - 8 12.335 18.335 12.00 - - 0.24 0.12 - 8 12.36 18.36 San Luis Obispo 12.00 - - k 0.15 0.15 - 8 12.30 18.30 12.00 - - 10.16 0.16 - 8 12.32 18.32 Santa Barbara 12.00 - - h 0.12 0.12 - 8 612.24 618.24 12.00 - - '0.13 0.13 - 8 612.26 618.26 Ventura 12.00 - - 0.115 0.16 - 8 12.275 18.275 12.00 2.97 - i 0.19 0.26 - 8 615.42 621.42 ##Craft is not apprenticeable. NOTE: If there are two rates,the first rate is for routine work,the second rate is for complex work. a$0.22 after 3 years of service. f$0.22 after 4 years of service. 6 Computation is based on the first years of employment. This rate g$0.40 after 3 years of service. should be increased by any applicable vacation increase as stated in h$0.23 after 2 years of service. other footnotes. '$0.27 after 2 years of service. a$0.31 after 2 years of service. j$0.38 after 3 years of service. d$0.54 after 2 years of service:$0.81 after 3 years of service. k$0.29 after 2 years of service. a$0.24 after 3 years of service:$0.37 after 7 years of service. 1$0.31 after 2 years of service. 1 This determination does not apply to work of a landscape laborer employed on landscape construction(work incidental to construction or post-construction maintenance during the plant installation and establishment period). The following is a description of the landscape work cover under this determination: ROUTINE-mowing,watering,pruning,trimming,weeding,spraying,occasional planting and replacement of plants and janitorial work incidental to such landscape maintenance. COMPLEX-servicing of irrigation and sprinkler systems,repairing of equipment use in such landscape maintenance. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 18C City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 543 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: ASBESTOS AND LEAD ABATEMENT(LABORER) DETERMINATION: SC-102-882-1-2019-1 ISSUE DATE:February 22,2019 EXPIRATION DATE OF DETERMINATION: February 29,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director—Research Unit for specific rates at(415)703-4774. LOCALITY:All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Otherb Hours Total Daily Saturday° Sunday/ (Journeyperson) Hourly and Holidaya Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Asbestos and Lead Abatement Worker $34.69 7.32 8.03 4.84 0.75 0.49 8 $56.12 $73.465 $73.465 $90.81 a Includes an amount for supplemental dues. b Includes amounts for Center for Contract Compliance,Contract Administration Fund,Industry Fund,and Laborers'Trust Administrative Trust Fund. Saturdays in the same work week may be worked at straight-time if the job is shut down during the normal work week due to inclement weather,or reasons beyond the control of the employer. NOTE: Asbestos Abatement must be trained and the work conducted according to the Code of Federal Regulations 29 CFR 1926.58,the California Labor Code 6501.5 and the California Code of Regulations Title 8,Section 5208. Contractors must be certified by the Contractors'State License Board and registered with the Division of Occupational Safety and Health(DOSH). For further information,contact the Asbestos Contractors Abatement Registration Unit,DOSH at(916)574-2993. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or Subsistence provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 18-D City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 544 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #PARKING AND HIGHWAY IMPROVEMENT (STRIPING,SLURRY AND SEAL COAT OPERATIONS-LABORER) DETERMINATION: SC-23-102-6-2019-1 ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: June 30,2020**The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rates Classification Basic Health Pension Vacation/ Training Other Hours b Total Daily 6th&7th Holiday (Journeyperson) Hourly and Holiday Hourly Day Rate Welfare Rate 1 1/2X 1 1/2X 2X CLASSIFICATION GROUPS Group 1 $37.91 $7.47 $5.85 $5.11a $1.31 $0.50 8 $58.15 $77.105 $77.105 $96.06 Group 2 39.21 7.47 5.85 5.11a 1.31 0.50 8 59.45 79.055 79.055 98.66 Group 3 41.22 7.47 5.85 5.11a 1.31 0.50 8 61.46 82.070 82.070 102.68 Group 4 42.96 7.47 5.85 5.11a 1.31 0.50 8 63.20 84.680 84.680 106.16 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes an amount per hour worked for Supplemental Dues. b Straight-time hours: 8 consecutive hours per day.40 hours over 5 consecutive days,Monday through Sunday shall constitute a week's work at straight time. a The sixth consecutive day in the same work week may be worked at straight-time if job is shut down during work week due to inclement weather. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. CLASSIFICATION GROUPS: Group 1 Group 2 Slurry Seal Applicator Operator(Line Protective coating,Pavement sealing Traffic Surface Abrasive Blaster Driver-including self-contained (repairs and filling of cracks by any Pot Tender distribution units,aggregate spreader method to parking lots,game courts and Traffic Control Person/Certified Traffic truck) playgrounds,and tracks,whether indoor Control Person Shuttleman(loader/slurry machine or outdoor) Repairing and filling of cracks and surface operations)operation of all related Installation of carstops cleaning on streets,highways,and machinery and equipment;handling of Traffic Control Person&Serviceman; airports by any means,and other work related materials including work of installing and not directly connected with the Truncated Dome Technician protecting utility covers,traffic application of slurry seal Decorative Asphalt Surfacing Applicator delineating devices,posting of no parking Slurry Seal Squeegeeman(finisher) and notifications for public convenience Bob Cat/Skid Steer Group 4 Asphalt Repair Seal Roller Traffic Striping Applicator Equipment Repair Technician Forklift Slurry Seal Mixer Operator Truncated Dome Assitant Power Broom Sweeper(operation of all Decorative Asphalt Surfacing Applicator Group 3 related trucks,machinery and equipment; Assistant Traffic Delineating Device Applicator Handling of related materials) Traffic Protective System Installer Pavement Marking Applicator 18E City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 545 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #CEMENT MASON DETERMINATION: SC-23-203-2-2019-1 ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara,and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Total Sunday/ (JOURNEYPERSON) Hourly and Vacation/ Other Hourly Daily Saturday' Holiday Rate Welfare Pension Holiday Training Payments Hours Rate 11/2X 1 1/2X 2X Cement Mason,Curb and Gutter Machine Operator;Clary and Similar Type of Screed Operator (Cement only);Grinding Machine Operator(all types);Jackson Vibratory,Texas Screed and Similar Type Screed Operator; Scoring Machine Operator $37.00 8.17 9.68 7.04" 0.64 0.27 8 62.80 81.30° 81.30° 99.80 Magnesite,magnesite-terrazzo and mastic composition,Epoxy,. Urethanes and exotic coatings, Dex-O-Tex $37.12 8.17 9.68 7.04" 0.64 0.27 8 62.92 81.48° 81.48° 100.04 Floating and Troweling Machine Operator $37.25 8.17 9.68 7.04" 0.64 0.27 8 63.05 81.675° 81.675° 100.30 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Saturday in the same work week may be worked at straight-time rate,up to 8 hours on Saturday or when the employee has worked a total of 40 hours in the work week,if it is not reasonably possible for any individual employee on a particular job site to complete 40 hours of work on a 8 hour day,Monday through Friday,due to inclement weather or similar act of God or a situation beyond the control of the contractor. b Includes an amount for supplemental dues. Rate applies to the first 4 daily overtime hours and the first 12 hours worked on Saturday. All other time is paid at the double time(2X)rate. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 20 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 546 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #TEAMSTER (APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE) DETERMINATION:SC-23-261-2-2019-1 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY:All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rates Classification' Basic Health Pension Vacation/ Training' Other Hours Total Daily" Saturday d Sunday/ (Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Group I 31.59 18.62 6.00 3.15a 1.82 .45 8 61.63 77.43 77.43 93.22 Group II 31.74 18.62 6.00 3.15a 1.82 .45 8 61.78 77.65 77.65 93.52 Group III 31.87 18.62 6.00 3.15a 1.82 .45 8 61.91 77.85 77.85 93.78 Group IV 32.06 18.62 6.00 3.15a 1.82 .45 8 62.10 78.13 78.13 94.16 Group V 32.09 18.62 6.00 3.15a 1.82 .45 8 62.13 78.18 78.18 94.22 Group VI 32.12 18.62 6.00 3.15a 1.82 .45 8 62.16 78.22 78.22 94.28 Group VII 32.37 18.62 6.00 3.15a 1.82 .45 8 62.41 78.60 78.60 94.78 Group VIII 32.62 18.62 6.00 3.15a 1.82 .45 8 62.66 78.97 78.97 95.28 Group IX 32.82 18.62 6.00 3.15a 1.82 .45 8 62.86 79.27 79.27 95.68 Group X 33.12 18.62 6.00 3.15a 1.82 .45 8 62.16 79.72 79.72 96.28 Group XI 33.62 18.62 6.00 3.15a 1.82 .45 8 63.66 80.47 80.47 97.28 Subjourneymanb 0-2000 hours 17.80 18.62 6.00 2.00a 1.82 .45 8 46.69 55.59 55.59 64.49 2001-4000 hours 19.80 18.62 6.00 2.25a 1.82 .45 8 48.94 58.84 58.84 68.74 4001-6000 hours 21.80 18.62 6.00 2.50a 1.82 .45 8 51.19 62.09 62.09 72.99 Over 6000 hours and thereafter at journeyman rates #Indicates an apprenticeable craft.The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes an amount for Supplemental Dues. b Subjourneyman may be employed at a ratio of one subjoumeyman for every five journeymen. For classifications within each group,see page 21A. dRate applies to the first 4 daily overtime hours on weekdays and the first 12 hours on Saturday.All other overtime is paid at the Sunday/Holiday double-time rate. 'Includes$0.60 for Apprentice Program Fund and$1.22 for Teamster Training and Upgrading Trust. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 21 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 547 of 630 DETERMINATION:SC-23-261-2-2019-1 Group I Group VII Warehouseman and Teamster A Frame,Swedish Crane or Similar Forklift Driver Group II Ross Carrier Driver Driver of Vehicle or Combination of Vehicles-2 axles Traffic Control Pilot Car,excluding moving heavy equipment permit Group VIII load Dump Truck of 25 yds to 49 yards water level Truck Mounted Power Broom Truck Repairman Water Pull Single Engine Group III Welder Driver of Vehicle or Combination of Vehicles-3 axles Bootman Group IX Cement Mason Distribution Truck Truck Repairman Welder Fuel Truck Driver Low Bed Driver,9 axles or over Water Truck-2 axles Dump Truck of less than 16 yards water level Group X Erosion Control Driver Working Truck Driver Truck Greaser and Tireman-$0.50 additional for Tireman Group IV Pipeline and Utility Working Truck Driver,including Driver of Transit Mix Truck-Under 3 yds Winch Truck and Plastic Fusion,limited to Pipeline and Dumperete Truck Less than 6 1/2 yards water level Utility Work Truck Repairman Helper Dump Truck and Articulating-50 yards or more water level Water Pull Single Engine with attachment Group V Water Truck 3 or more axles Warehouseman Clerk Group XI Slurry Truck Driver Water Pull Twin Engine Water Pull Twin Engine with attachments Group VI Winch Truck Driver-$0.25 additional when operating a Winch Driver of Transit Mix Truck-3 yds or more or similar special attachments Dumperete Truck 6 1/2 yds water level and over Driver of Vehicle or Combination of Vehicles-4 or more axles Driver of Oil Spreader Truck Dump Truck 16 yds to 25 yds water level Side Dump Trucks Flow Boy Dump Trucks 1 21A City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 548 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #TEAMSTER(SPECIAL SHIFT) (APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE) DETERMINATION:SC-23-261-2-2019-1 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY:All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rates Classification° Basic Health Pension Vacation/ Traininge Other Hours Total Dailyd Saturdays Sunday/ (Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Group I 32.09 18.62 6.00 3.15a 1.82 .45 8 62.13 78.18 78.18 94.22 Group II 32.24 18.62 6.00 3.15a 1.82 .45 8 62.28 78.40 78.40 94.52 Group III 32.37 18.62 6.00 3.15a 1.82 .45 8 62.41 78.60 78.60 94.78 Group IV 32.56 18.62 6.00 3.15a 1.82 .45 8 62.60 78.88 78.88 95.16 Group V 32.59 18.62 6.00 3.15a 1.82 .45 8 62.63 78.93 78.93 95.22 Group VI 32.62 18.62 6.00 3.15a 1.82 .45 8 62.66 78.97 78.97 95.28 Group VII 32.87 18.62 6.00 3.15a 1.82 .45 8 62.91 79.35 79.35 95.78 Group VIII 33.12 18.62 6.00 3.15a 1.82 .45 8 63.16 79.72 79.72 96.28 Group IX 33.32 18.62 6.00 3.15a 1.82 .45 8 63.36 80.02 80.02 96.68 Group X 33.62 18.62 6.00 3.15a 1.82 .45 8 63.66 80.47 80.47 97.28 Group XI 34.12 18.62 6.00 3.15a 1.82 .45 8 64.16 81.22 81.22 98.28 Subj ourneymanb 0-2000 hours 17.80 18.62 6.00 2.00a 1.82 .45 8 46.69 55.59 55.59 63.49 2001-4000 hours 19.80 18.62 6.00 2.25a 1.82 .45 8 48.94 58.84 58.84 68.74 4001-6000 hours 21.80 18.62 6.00 2.50a 1.82 .45 8 51.19 62.09 62.09 72.99 Over 6000 hours and thereafter at journeyman rates #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes an amount for Supplemental Dues. b Subjourneyman may be employed at a ratio of one subjourneyman for every five journeymen. For classifications within each group,see page 21A. dRate applies to the first 4 daily overtime hours and the first 12 hours on Saturday.All other overtime is paid at the Sunday/Holiday double-time rate. eIncludes$0.60 for Apprentice Program Fund and$1.22 for Teamster Training and Upgrading Trust. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 21B City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 549 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #TEAMSTER(SECOND SHIFT) (APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE) DETERMINATION:SC-23-261-2-2019-1 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY:All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Luis Obispo,Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rates Classification* Basic Health Pension Vacation/ Training Other Hoursd Total Dailye Saturdays Sunday/ (Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Group I 32.59 18.62 6.00 3.15a 1.82 .45 8 62.63 78.93 78.93 95.22 Group II 32.74 18.62 6.00 3.15a 1.82 .45 8 62.78 79.15 79.15 95.52 Group III 32.87 18.62 6.00 3.15a 1.82 .45 8 62.91 79.35 79.35 95.78 Group IV 33.06 18.62 6.00 3.15a 1.82 .45 8 63.10 79.63 79.63 96.16 Group V 33.09 18.62 6.00 3.15a 1.82 .45 8 63.13 79.68 79.68 96.22 Group VI 33.12 18.62 6.00 3.15' 1.82 .45 8 63.16 79.72 79.72 96.28 Group VH 33.37 18.62 6.00 3.15' 1.82 .45 8 63.41 80.10 80.10 96.78 Group VIII 33.62 18.62 6.00 3.15' 1.82 .45 8 63.66 80.47 80.47 97.28 Group IX 33.82 18.62 6.00 3.15' 1.82 .45 8 63.86 80.77 80.77 97.68 Group X 34.12 18.62 6.00 3.15' 1.82 .45 8 64.16 81.22 81.22 98.28 Group XI 34.62 18.62 6.00 3.15' 1.82 .45 8 64.66 81.97 81.97 99.28 Subj ourneymanb 0-2000 hours 17.80 18.62 6.00 2.00' 1.82 .45 8 46.69 55.59 55.59 64.49 2001-4000 hours 19.80 18.62 6.00 2.25' 1.82 .45 8 48.94 58.84 58.84 68.74 4001-6000 hours 21.80 18.62 6.00 2.50' 1.82 .45 8 51.19 62.09 62.09 72.99 Over 6000 hours and thereafter at journeyman rates #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes an amount for Supplemental Dues. b Subjourneyman may be employed at a ratio of one subjoumeyman for every five journeymen. For classifications within each group,see page 21A. d The third shift shall work 6.5 hours,exclusive of meal period,for which 8 hours straight-time shall be paid at the non-shift rate,Monday through Friday. e Rate applies to the first 4 daily overtime hours and the first 12 hours on Saturday.All other overtime is paid at the Sunday/Holiday double-time rate. f Includes$0.60 for Apprentice Program Fund and$1.22 for Teamster Training and Upgrading Trust. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 21C City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 550 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #HORIZONTAL DIRECTIONAL DRILLING(LABORER) DETERMINATION: SC-102-1184-1-2019-1 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within Imperial,Inyo,Kern,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Other Hours Total Daily Saturdayb Sunday/ (Journeyperson) Hourly and Holidaya Payments Hourly Holiday Rate Welfare Rate 1 1/2x 1 1/2x 2x GROUP I (Drilling Crew Laborer) $36.70 $7.47 $5.25 $3.40 $0.40 $0.98 8 $54.20 72.550 72.550 $90.90 GROUP II (Vehicle Operator/Hauler) $36.87 $7.47 $5.25 $3.40 $0.40 $0.98 8 $54.37 72.805 72.805 $91.24 GROUP III (Horizontal Directional Drill Operator) $38.72 $7.47 $5.25 $3.40 $0.40 $0.98 8 $56.22 75.580 75.580 $94.94 GROUP IV (Electronic Tracking Locator, Subsurface Imaging Laborer) $40.72 $7.47 $5.25 $3.40 $0.40 $0.98 8 $58.22 78.580 78.580 $98.94 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp.To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes an amount for Supplemental Dues. In the event,due to inclement weather,major equipment breakdown,or similar Act of God,it is not reasonably possible to complete forty(40)hours of work Monday through Friday,then the balance of the forty(40)hours maybe worked on Saturday at the straight-time rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 21-D City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 551 of 630 State of California Department of Industrial Relations Wage Rates Statewide 2019-2 PLEASE NOTE THERE ARE PRE-DETERMINED INCREASES TO BE ALLOCATED TO THE WAGE RATES— Increases can be found at the DIR website under the appropriate STEP for 2019-2 General Wage Determination. Please refer to the DIR for Apprentice Rates for this project. Any questions regarding wages, please contact: Sandra Lee I Labor Compliance Officer I Michael Baker International [0] 562-753-2833 EM] 213-273-6986 Email:sandra.lee@mbakerintl.com City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 552 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #BOILERMAKER-BLACKSMITH DETERMINATION: C-14-X-2-2019-1 ISSUE DATE: February 22,2019 EXPIRATION DATE OF DETERMINATION: September 30,2019** The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY: All localities within the State of Califomia Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pensiond Vacation/ Training Other Hours Total Daily Saturday Sunday/ (Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X a AREA 1 Boilermaker-Blacksmith $44.03 $8.57 b$17.84 b$5.50 $3.90 $0.49 8 $80.33 1114.015 °$114.015 $147.70 a AREA 2 Boilermaker-Blacksmith $47.00 $8.57 b$21.67 b$4.00 $4.40 $0.49 8 $86.13 1122.465 °$122.465 $158.80 a AREA 3 Boilermaker-Blacksmith $43.46 $8.57 b$19.91 b$3.50 $4.40 $0.49 8 $80.33 °$113.765 $113.765 $147.20 DETERMINATION: C-14-X-2-2019-1 ISSUE DATE: February 22,2019 EXPIRATION DATE OF DETERMINATION: September 30,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director-Research Unit at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within the State of California a AREA 1 Boilermaker-Blacksmith Helpers $24.22 e b$0.71 - $3.90 $0.49 8 $29.32 °$41.785 141.785 $54.25 a AREA 2 Boilermaker-Blacksmith Helpers $25.85 e b$0.71 - $4.40 $0.49 8 $31.52 144.730 144.730 $58.01 a AREA 3 Boilermaker-Blacksmith Helpers $23.90 e b$0.71 - $4.40 $0.49 8 $29.54 141.805 $41.805 $54.11 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.aso. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. Area 1-Imperial,Inyo,Kern,Los Angeles,Orange,Riverside,San Bernardino,San Diego,Santa Barbara,San Luis Obispo(only that portion that is within a 25- mile radius of the city of Santa Maria),and Ventura Counties. Area 2-Alameda,Contra Costa,Marin,Monterey,Sacramento,San Francisco,San Mateo,Santa Clara,Santa Cruz,Solano and Sonoma Counties. Area 3-All other remaining counties. b Contribution is factored at the applicable overtime multiplier for each overtime hour worked.Helpers in Area 1 receive$0.75 after 2,000 hours worked. Rate applies to the first 2 daily overtime hours and the first 10 hours worked on Saturday. All other overtime is paid at the Sunday/Holiday rate. d Includes amount for Annuity Trust Fund. e Helpers will be eligible for Health&Welfare benefits after completing 2000 hours. 1 sOne Helper shall be employed on each job of 5 to 10 employees. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 1 1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 553 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #IRON WORKER DETERMINATION: C-20-X-1-2019-2 ISSUE DATE:August 22,2019 EXPIRATION DATE OF DETERMINATION:June 30,2020*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director—Research Unit(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within the State of California Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total °Daily cSaturday Sunday/ (Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X AREA la Iron Worker(Ornamental, Reinforcing,Structural) $41.50 9.95 13.32 b5.25 0.72 4.465 8 75.205 95.955 95.955 116.705 Fence Erector $35.08 7.78 8.99 b3.87 0.51 3.585 8 59.815 77.355 77.355 94.895 AREA 2a Iron Worker(Ornamental, Reinforcing,Structural) $40.00 9.95 13.32 b5.25 0.72 4.465 8 73.705 93.705 93.705 113.705 Fence Erector $33.58 7.78 8.99 b3.87 0.51 3.585 8 58.315 75.105 75.105 91.895 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27, 2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a AREA 1—Alameda,Contra Costa,San Francisco,San Mateo,And Santa Clara Counties. AREA 2-Alpine,Amador,Butte,Calaveras,Colusa,Del Norte,El Dorado,Fresno,Glenn,Humboldt,Imperial,Inyo,Kern,Kings,Lake,Lassen, Los Angeles,Madera,Marin,Mariposa,Mendocino,Merced,Modoc,Mono,Monterey,Napa,Nevada,Orange,Placer,Plumas,Riverside, Sacramento,San Benito,San Bernardino,San Diego,San Joaquin,San Luis Obispo,Santa Barbara,Santa Cruz,Shasta,Sierra,Siskiyou,Solano, Sonoma,Stanislaus,Sutter,Tehama,Trinity,Tulare,Tuolumne,Ventura,Yolo,and Yuba Counties. b Includes supplemental dues. Rate applies to the first 2 daily overtime hours and the first 8 hours on Saturday. All other overtime is at the Sunday/Holiday rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations maybe obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 2 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 554 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: ELECTRICAL UTILITY LINEMAN DETERMINATION: C-61-X-3-2019-2 ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: December 31,2019**The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY:All localities within the State of California,except Del Norte,Modoc,and Siskiyou Counties. (For Del Norte,Modoc and Siskiyou-see page 2I) Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Training Other Hours Total Daily Saturday Sunday (Joumeyperson) Hourly and Payments Hourly and Rate Welfare Rate 2X 2X Holiday # Lineman,Cable Splicer $58.09 7.00 a 10.33 b 0.29 e0.63 8 78.08 138.82 138.82 138.82 #4#Powderman 51.87 7.00 a 9.59 b 0.26 '0.57 8 70.85 125.10 125.10 125.10 ##Groundman 35.47 7.00 a 9.55 b 0.18 '0.40 8 53.66 90.76 90.76 90.76 DETERMINATION:C-61-X-4-2019-1 ISSUE DATE:February 22,2019 EXPIRATION DATE OF DETERMINATION: December 31,2019**The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. LOCALITY:All localities within the State of California,except Del Norte,Imperial,Inyo,Kern,Kings,Los Angeles,Modoc,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara,Siskiyou,Tulare,and Ventura Counties.(For Del Norte,Modoc,and Siskiyou-see page 2I.For Imperial,Inyo,Kern,Kings,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo,Santa Barbara,Tulare,and Ventura Counties -see page 2A-1. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Hours Total Daily Saturday Sunday/ (Journeyperson) Hourly and Holiday Hourly Holiday Rate Welfare Rate 11/4X 11/2X 11/2X ##Pole Restoration Journeyman $30.19 6.00 x0.85 0.81 8 38.76 54.31 '54.31 54.31 After 1 year 30.19 6.00 x0.85 1.39 8 39.34 54.89 '54.89 54.89 1After 3 years 30.19 6.00 x0.85 1.97 8 39.92 55.47 '55.47 55.47 After 6 years 30.19 6.00 x0.85 2.55 8 40.50 56.05 '56.05 56.05 ##Senior Technician d 19.53 6.00 x0.85 0.53 8 27.50 37.56 '37.56 37.56 After 1 year 19.53 6.00 '0.85 0.91 8 27.88 37.94 '37.94 37.94 After 3 years 19.53 6.00 '0.85 1.28 8 28.25 38.31 '38.31 38.31 After 6 years 19.53 6.00 '0.85 1.66 8 28.63 38.69 '38.69 38.69 ##Pole Treatment Journeyman 26.97 6.00 '0.85 0.73 8 35.36 49.25 '49.25 49.25 After 1 year 26.97 6.00 '0.85 1.25 8 35.88 49.77 '49.77 49.77 After 3 years 26.97 6.00 '0.85 1.77 8 36.40 50.29 '50.29 50.29 After 6 years 26.97 6.00 '0.85 2.29 8 36.92 50.81 '50.81 50.81 ##Pole Restoration and Treatment d Technician(First 6 months) 15.12 6.00 '0.85 0.41 8 22.83 30.62 '30.26 30.26 Technician(After 6 months) 15.48 6.00 '0.85 0.42 8 23.21 31.19 '31.19 31.19 4 Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWApoWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. 44 Indicates a non-apprenticeable craft. a In addition,an amount equal to 3%of the Basic Hourly Rate is added to the Total Hourly Rate and overtime hourly rates for the National Employees Benefit Board. b This amount is factored at the applicable overtime rate. `Saturdays may be scheduled as a make-up day at the regular straight time rate. d The Ratio of Technicians to Journeymen may not exceed 4 to 1. However,if the Journeyman is assisted by a maximum of two Senior Technicians,three additional Technicians may be added per Senior Technician. 'Includes$0.01 to LMCC;the remaining amount is factored at the applicable overtime rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations.If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 2A City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 555 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: ELECTRICAL UTILITY LINEMAN DETERMINATION:C-61-X-5-2013-1 ISSUE DATE:February 22,2013 EXPIRATION DATE OF DETERMINATION: December 31,2013*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director-Research Unit at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY:All localities within Imperial,Inyo,Kern,Kings,Los Angeles,Mono,Orange,Riverside,San Bernardino,San Diego,San Luis Obispo, Santa Barbara,Tulare,and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Hours Total Daily Saturday Sunday/ 111 (Journeyperson) Hourly and Holiday Hourly Holiday Rate Welfare Rate 11/2X 11/2X 11/4X ##Pole Restoration Journeyman $26.11 5.00 a0.60 - 8 32.49 45.94 `45.94 45.94 After 6 Months $26.11 5.00 x0.60 1.21 8 33.70 47.145 `47.145 47.145 After 3 years $26.11 5.00 '0.60 1.86 8 34.35 47.795 `47.795 47.795 After 6 years $26.11 5.00 a0.60 2.21 8 34.70 48.145 `48.145 48.145 ##Senior Technician d 16.89 5.00 a0.60 - 8 23.00 31.70 `31.70 31.70 After 6 Months 16.89 5.00 a0.60 0.78 8 23.78 32.48 `32.48 32.48 After 3 years 16.89 5.00 a0.60 1.20 8 24.20 32.90 `32.90 32.90 After 6 years 16.89 5.00 a0.60 1.43 8 24.43 33.13 `33.13 33.13 ##Pole Treatment Journeyman 23.33 5.00 a0.60 - 8 29.63 41.645 `41.645 41.645 After 6 Months 23.33 5.00 a0.60 1.08 8 30.71 42.725 '42.725 42.725 After 3 years 23.33 5.00 x0.60 1.66 8 31.29 43.305 `43.305 43.305 After 6 years 23.33 5.00 a0.60 1.97 8 31.60 43.615 `43.615 43.615 ##Pole Restoration and Treatment d Technician(First 6 months) 13.07 5.00 a0.60 0.60 8 19.66 26.39 `26.39 26.39 Technician(After 6 months) 13.38 5.00 a0.60 0.62 8 20.00 26.89 `26.89 26.89 Technician(After 3 Years) 13.38 5.00 a0.60 0.95 8 20.33 27.22 `27.22 27.22 Technician(After 6 Years) 13.38 5.00 a0.60 1.13 8 20.51 27.40 `27.40 27.40 ##Indicates a non-apprenticeable craft. aIn addition,an amount equal to 3%of the Basic Hourly Rate is added to the Total Hourly Rate and overtime hourly rates for the National Employees Benefit Board. b This amount is factored at the applicable overtime rate. `Saturdays may be scheduled as a make-up day at the regular straight time rate. d The Ratio of Technicians to Journeymen may not exceed 4 to 1. However,if the Journeyman is assisted by a maximum of two Senior Technicians,three additional Technicians may be added per Senior Technician. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations maybe obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 2A-1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 556 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773,AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:TELECOMMUNICATIONS TECHNICIAN DETERMINATION: C-422-X-1-2003-2 ISSUE DATE:August 22,2003 EXPIRATION DATE OF DETERMINATION:June 1,2004* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics&Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY:All localities within Alameda,Los Angeles,San Francisco,San Mateo,and Santa Clara Counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation Training Hours Total Holiday (Journeyperson) Hourly and and Hourly Rate Welfare Holidays Rate 1 1/2Xa 2 1/2X Telecommunications Technician 28.50 2.79 0.93 3.28 - 8 35.50 49.75 78.25 a Rate applies to work in excess of eight hours daily and for all hours over 40. Rate applies to all hours worked on Sunday. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2B City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 557 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773,AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:TELECOMMUNICATIONS TECHNICIAN DETERMINATION: C-422-X-1-2003-2A ISSUE DATE:August 22,2003 EXPIRATION DATE OF DETERMINATION:June 1,2004* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics&Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY:All localities within Contra Costa,Marin,Orange,and San Diego counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation Training Hours Total Holiday (Journeyperson) Hourly and and Hourly Rate Welfare Holidays Rate 1 1/2Xa 2 1/2X Telecommunications Technician 27.93 2.79 0.93 3.21 - 8 34.86 48.825 76.755 a Rate applies to work in excess of eight hours daily and for all hours over 40. Rate applies to all hours worked on Sunday. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2B-1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 558 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2, SECTIONS 1770, 1773,AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:TELECOMMUNICATIONS TECHNICIAN DETERMINATION: C-422-X-1-2003-2B ISSUE DATE:August 22,2003 EXPIRATION DATE OF DETERMINATION:June 1,2004* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics&Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY:All localities within the Alpine,Amador,Butte,Calaveras,Colusa,El Dorado,Fresno,Glenn,Humboldt,Imperial, Kern,Kings,Lake,Lassen,Madera,Mariposa,Mendocino,Merced,Modoc,Monterey,Napa,Nevada,Placer,Plumas,Riverside, Sacramento,San Benito,San Joaquin,San Luis Obispo,Santa Cruz,Shasta,Sierra,Siskiyou,Solano,Sonoma, Stanislaus,Sutter, Tehama,Trinity,Tulare,Tuolumne,Ventura,Yolo and Yuba counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation Training Hours Total Holiday (Journeyperson) Hourly and and Hourly Rate Welfare Holidays Rate 1 1/2Xa 2 1/2X Telecommunications Technician 27.18 2.79 0.93 3.13 - 8 34.03 47.62 74.80 a Rate applies to work in excess of eight hours daily and for all hours over 40. Rate applies to all hours worked on Sunday. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2B-2 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 559 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773,AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:TELEPHONE INSTALLATION WORKER AND RELATED CLASSIFICATIONS DETERMINATION: C-422-X-10-2019-1 ISSUE DATE:February 22,2019 EXPIRATION DATE OF DETERMINATION:March 31,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director-Research Unit at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY:All localities within Del Norte,Inyo,Mono and San Bernardino,and Santa Barbara Counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Stepa Basic Health Pension Vacationb Training Hours Total 11/2Xe 2X° Hourly and and Hourly (Journeyperson) Rate Welfare' Holiday Rate Telephone Installation Worker 1 12.78 0.07 - 1.08 - 8 13.93 20.32 26.71 2 14.05 0.08 - 1.19 - 8 15.32 22.345 29.37 3 15.50 0.09 - 1.31 - 8 16.90 24.65 32.40 4 17.20 0.10 - 1.46 - 8 18.76 27.36 35.96 5 19.36 0.11 - 1.64 - 8 21.11 30.79 40.47 6 22.13 0.13 - 1.87 - 8 24.13 35.195 46.26 aThe time interval between steps is six months. b Rates apply to the first eight years of employment only:for employment over eight years,$2.30 per hour worked;for employment over fifteen years,$2.72 per hour worked;for employment over twenty-five years,$3.15 per hour worked. 'Rate applies to work in excess of a regular shift.Rate applies to all hours worked on Sunday,except those hours which exceed 55 hours weekly. dRate applies to all hours which exceed 55 hours weekly. 'Includes an amount for sick leave.Benefit is paid until 270 sick leave workdays are accumulated. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project, which is on file with the Director of Industrial Relations.If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work.You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations maybe obtained by contacting the Office of the Director-Research Unit at(415) 703-4774. 2B-3 City of Rosemead,Cali dNERAL PREVAILING WAC Ti)KFWN#t FF6dITgEPR t Sa 1 1 F INDUSTRIAL RELATIONS-,ontrol Page 560 of 630 PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770,1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: ##TREE TRIMMER(HIGH VOLTAGE LINE CLEARANCE) DETERMINATION: C-TT-2019-2 ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: December 28,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director-Research Unit at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: Alpine,Amador,Calaveras,Del Norte,Fresno,Humboldt,Kern,Kings,Lake,Madera,Mariposa,Mendocino,Merced,Sacramento,San Joaquin,Sonoma,Stanislaus,Tulare,and Tuolumne Counties(REF:61-1245-12) Employer Payments Straight-Time Overtime CRAFT/CLASSIFICATION Basic Health Total Hourly and Hourly Daily" Daily I Rate Welfare Pension Vacation Holiday Hours Rate 1 1/2X 2X Climber 24.89 6.00 0.786 0.48° 0.67 8 32.82 38.46' 51.27 Climber Trainee(0-6 Months) 18.29 6.00 0.57 0.35 0.49 8 25.70 28.26' 37.68 Climber Trainee(7-12 Months) 20.93 6.00 0.66 0.40 0.56 8 28.55 32.34' 43.12 Climber Trainee(13-18 Months) 22.25 6.00 0.70 0.43 0.60 8 29.98 34.382 45.84 Climber Trainee(19-24 Months)" 23.45 6.00 0.74 0.45 0.63 8 31.27 36.23' 48.31 Groundperson First 6 months 15.92 6.00 0.50 0.31 0.43 8 23.16 24.60' 32.80 Groundperson After 6 months 17.06 6.00 0.54d 0.33° 0.46 8 24.39 26.36' 35.14 DETERMINATION: C-TT-2019-2A ISSUE DATE: August 22,2019 I EXPIRATION DATE OF DETERMINATION: December 28,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director-Research Unit at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: Butte,Colusa,Glenn,Lassen,Modoc,Shasta,Siskiyou,Sutter,Tehama,Trinity,and Yuba Counties(REF:61-1245-12) Climber 25.23 6.00 0.79f 0.49s 0.68 8 33.19 38.98' 51.97 Climber Trainee(0-12 Months) 18.33 6.00 0.58 0.35 0.49 8 25.75 28.32' 37.76 Climber Trainee(13-24 Months)" 22.48 6.00 0.71 0.43 0.61 8 30.23 34.73z 46.31 Groundperson First 6 months 14.29 6.00 0.45 0.27 0.38 8 21.39 22.08' 29.44 Groundperson After 6 months 17.18 6.00 0.54" 0.33' 0.46 8 24.51 26.54z 35.39 DETERMINATION: C-TT-2019-2B ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: December 28,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director-Research Unit at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: Alameda,Contra Costa,El Dorado,Nevada,Placer,Plumas,Sierra,Solano,and Yolo Counties(REF:61-1245-12) Climber 25.34 6.00 0.80i 0.49k 0.68 8 33.31 39.15' 52.20 Climber Trainee(0-6 Months) 18.63 6.00 0.58 0.36 0.50 8 26.07 28.78' 38.38 Climber Trainee(7-12 Months) 21.29 6.00 0.67 0.41 0.57 8 28.94 32.89' 43.86 Climber Trainee(13-18 Months) 22.62 6.00 0.71 0.44 0.61 8 30.38 34.95z 46.60 Climber Trainee(19-24 Months)" 23.83 6.00 0.75 0.46 0.64 8 31.68 36.82z 49.09 Groundperson First 6 months 16.22 6.00 0.51 0.31 0.44 8 23.48 25.06z 33.41 Groundperson After 6 months 17.40 6.00 0.551 0.33' 0.47 8 24.75 26.88' 35.84 DETERMINATION: C-TT-2019-2C ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: December 28,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director-Research Unit at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: Marin and Napa Counties(REF:61-1245-12) Climber 24.53 6.00 0.77" 0.47° 0.66 8 32.43 37.90' 50.53 Climber Trainee(0-6 Months) 18.03 6.00 0.57 0.35 0.49 8 25.44 27.86z 37.14 Climber Trainee(7-12 Months) 20.57 6.00 0.65 0.40 0.55 8 28.17 31.78z 42.37 Climber Trainee(13-18 Months) 21.85 6.00 0.69 0.42 0.59 8 29.55 33.76' 45.01 Climber Trainee(19-24 Months)" 23.08 6.00 0.72 0.44 0.62 8 30.86 35.66' 47.57 Groundperson First 6 months 15.69 6.00 0.49 0.30 0.42 8 22.90 24.24z 32.32 Groundperson After 6 months 16.84 6.00 0.53P 0.32" 0.45 8 24.14 26.02' 34.69 Footnotes listed on page 2E 2D 1 L PREVAILING City of Rosemead,CURSUANT TO CALIFORNIA LABO ��y R�TyHc�TEd� T 2,SEOCTIONS 1770,1773 AN �r�e7 o trot Page 561 of 630 It 3.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: ##TREE TRIMMER(HIGH VOLTAGE LINE CLEARANCE) DETERMINATION: C-TT-2019-2D ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: December 28,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director-Research Unit at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: San Francisco,San Mateo,and Santa Clara Counties(REF: 61-1245-12) Employer Payments Straight-Time Overtime CRAFT/CLASSIFICATION Basic Health Total Hourly and Hourly Dailya Daily Rate Welfare Pension Vacation Holiday Hours Rate 1 1/2X 2X Climber 25.94 6.00 0.8V 0.50' 0.70 8 33.95 40.08z 53.44 Climber Trainee(0-6 Months) 19.06 6.00 0.60 0.37 0.51 8 26.54 29.45' 39.26 Climber Trainee(7-12 Months) 21.50 6.00 0.67 0.41 0.58 8 29.16 33.22' 44.29 Climber Trainee(13-18 Months) 23.18 6.00 0.73 0.45 0.62 8 30.98 35.81' 47.75 Climber Trainee(19-24 Months)" 24.45 6.00 0.77 0.47 0.66 8 32.35 37.78' 50.37 Groundperson First 6 months 16.64 6.00 0.52 0.32 0.45 8 23.93 25.71' 34.28 Groundperson After 6 months 17.80 6.00 0.56' 0.34" 0.48 8 25.18 27.50z 36.67 DETERMINATION: C-TT-2019-2E ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: December 28,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director-Research Unit at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: Monterey,San Benito,San Luis Obispo,and Santa Cruz Counties(REF:61-1245-12) Climber 26.36 6.00 0.83° 0.51"' 0.71 8 34.41 40.73z 54.30 Climber Trainee(0-6 Months) 19.38 6.00 0.61 0.37 0.52 8 26.88 29.94' 39.92 Climber Trainee(7-12 Months) 22.15 6.00 0.70 0.43 0.60 8 29.88 34.22' 45.63 Climber Trainee(13-18 Months) 23.58 6.00 0.74 0.45 0.63 8 31.40 36.43z 48.57 Climber Trainee(19-24 Months)" 24.90 6.00 0.78 0.48 0.67 8 32.83 38.47' 51.29 Groundperson First 6 months 16.92 6.00 0.53 0.33 0.46 8 24.24 26.14' 34.86 Groundperson After 6 months 18.13 6.00 0.57" 0.35Y 0.49 8 25.54 28.01' 37.35 ##Not an apprenticeable craft. 1 $0.56 after 3 years of service;$0.57 after 10 years. 'Rate applies to the first 4 daily overtime hours. All other overtime is at m$0.67 after 3 years of service;$1.00 after 10 years. the double time rate. A normal non-work day in the same workweek " $0.78 after 3 years of service;$0.80 after 10 years. may be worked at straight time if job is shut down during the normal ° $0.94 after 3 years of service;$1.42 after 10 years. workweek due to inclement weather.Employer payments are not included in P $0.54 after 3 years of service;$0.55 after 10 years. overtime,overtime is calculated by multiplying the Basic Hourly Rate(plus an q $0.65 after 3 years of service;$0.97 after 10 years. amount equivalent to 3%of the Basic Hourly Rate)by the applicable overtime r $0.83 after 3 years of service;$0.84 after 10 years. multiplier. s $1.00 after 3 years of service;$1.50 after 10 years. b$0.80 after 3 years of service;$0.81 after 10 years. ' $0.57 after 3 years of service;$0.58 after 10 years. °$0.96 after 3 years of service;$1.44 after 10 years. "$0.68 after 3 years of service;$1.03 after 10 years. d$0.55 after 3 years of service;$0.56 after 10 years. °$0.84 after 3 years of service;$0.86 after 10 years. e$0.66 after 3 years of service;$0.98 after 10 years. "$1.01 after 3 years of service;$1.52 after 10 years. r$0.81 after 3 years of service;$0.82 after 10 years. `$0.58 after 3 years of service;$0.59 after 10 years. 5$0.97 after 3 years of service;$1.46 after 10 years. Y$0.70 after 3 years of service;$1.05 after 10 years. h$0.55 after 3 years of service;$0.56 after 10 years. z Rate also applies to holidays. i$0.66 after 3 years of service;$0.99 after 10 years. "After 6 months at the Climber Trainee(19-24 Months)rate,the Trainee 1$0.81 after 3 years of service;$0.82 after 10 years. shall be promoted to the Climber rate of pay. k$0.97 after 3 years of service;$1.46 after 10 years. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.qov/oprl/DPreWageDetennination.htm. Holiday provisions for current or superseded determinations maybe obtained by contacting the Office of the Director-Research Unit at (415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http'//www.dv.ca.eov/oprl/DPreWageDeternination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 2E ERAL PREVAILING WAGE DyTERIN`IAT�IO D Y TU y DIRECTOR3 NDUSTRIAL RELA NS City of Rosemead, yB r,uANT TO CALIFORNIA LAMIZeCOPDE 1R'I�rreI RR T;10t 2'{ItrLE2,SECTIONS 1770,1773curne�nt Control Page 562 of 630 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: ##TREE TRIMMER(LINE CLEARANCE) DETERMINATION:C-TT-61-465-5-2010-1 ISSUE DATE:August 22,2010 EXPIRATION DATE OF DETERMINATION:September 3,2011*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within San Diego County. Employer Payments Straight-Time Overtime ' CRAFT/CLASSIFICATION Basic Health Pension Vacation Training Hours Total Dailyu Dailybb Hourly and and Hourly Rate Welfare Holiday Rate 1 1/2X 2X Tree Trimmer Trainee(0-18 Months) 16.18 0.89 - 1.06 - 8 18.13 26.22 34.31 - 1st year Climber 18.26 0.89 - 1.19 - 8 20.34 29.47 38.60 2nd year Climber 20.76 0.89 - 1.76 - 8 23.41 33.79 44.17 Thereafter Climber 23.28 0.89 - 1.97°° - 8 26.14 37.78 49.42 Groundman 1st year 13.18 0.89 - 0.86 - 8 14.93 21.52 28.11 Thereafter 14.23 0.89 - 1.20dd - 8 16.32 23.435 30.55 DETERMINATION:C-TT-61-465-5A-2019-1 ISSUE DATE:February 22,2019 EXPIRATION DATE OF DETERMINATION:December 29,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director-Research Unit at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within Imperial County Tree Trimmer 1st year Climber 16.81 1.45 - 1.03 - 8 19.29 27.70 36.10 2nd year Climber 20.00 1.45 - 1.62 - 8 23.07 33.07 43.07 3rd year Climber 22.03 1.45 - 1.78 - 8 25.26 36.27 47.29 Thereafter Climber 22.79 1.45 - 1.84" - 8 26.08 37.48 48.87 Trimmer Trainee Step 1(0-6 Months) 13.81 1.45 - 0.53 - 8 15.79 22.695 29.60 Step 2(7-18 Months) 14.44 1.45 - 0.56gg - 8 16.45 23.67 30.89 Groundman 12.92 1.45 - 0.50ff - 8 14.87 21.33 27.79 DETERMINATION: C-TT-61-47-3-2019-1 ISSUE DATE:February 22,2019 EXPIRATION DATE OF DETERMINATION:December 28,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director-Research Unit at(415)703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within Inyo,Los Angeles,Mono,Orange,Riverside,San Bernardino,Santa Barbara,and Ventura Counties. Tree Trimmer Step lith 15.39 3.51 0.44 0.71 - 8 20.05 27.75° 35.44 Step 2 16.37 3.51 0.47 0.76 - 8 21.11 29.30° 37.48 Step 3 17.03 3.51 0.48 0.79ii - 8 21.81 30.33" 38.84 Step 4 17.79 3.51 0.51 0.82 8 22.63 31.53" 40.42 Tree Trimmer Trainee 14.62 3.51 0.42 0.67 - 8 19.22 26.53" 33.84 Footnotes listed on page 2G (Recognized Holidays and Travel and Subsistence Payment footnotes listed on page 2G) I 2F Cit • • - - , • . Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 563 of 630 "Rates apply to work in excess of 40 hours in a week,8 hours in a es$0.89 after 1 year at this level. day,and any time on a non-work day or holiday.A normal non- 1diProgression from one step to another will begin upon completion of a minimum of work day in the same workweek may be worked at the straight 12 months of service. time if job was shut down during the normal workweek due to " Rates apply to the first 4 daily overtime hours in the regular workweek inclement weather. and the first 12 hours on any non-work day. All other overtime is at the bb Rates apply to work in excess of 12 hours in a day. double time rate. A normal non-work day in the same workweek may be 0c$2.42 after 7 years of service at this level. worked at the straight-time if job was shut down during the normal dd$1.48 after 8 years at this level. workweek due to inclement weather. $2.28 after 10 years of service at this level. ii $1.11 after 2 years of service with the company;$1.44 after 10 years of rr$0.80 after 1 year;$1.04 after 2 years;$1.29 after 10 years at this level. service with the company $1.17 after 2 years of service with the company;$1.51 after 10 years of service. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 2G City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 564 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773,AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:#STATOR REWINDER DETERMINATION: C-738-1412-7-2019-1 ISSUE DATE:February 22,2019 EXPIRATION DATE OF DETERMINATION:March 31,2019*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director-Research Unit at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITY: All localities within the State of California. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation Holiday Training Hours Total' Dailybe Saturdaye Sundaye Holidaye (Journeyperson) Hourly and Hourly Rate Welfare Rate 1 1/2X 1 1/2X 2X 2 1/2X Stator Rewinder $15.20 x1.36 x2.18 ae.29 .58 a.29 8 19.90 29.56 29.56 39.22 48.88 Stator Rewinder Helper 12.00 x1.08 al.72 ad.23 .46 a.23 8 15.72 23.35 23.35 30.98 38.61 #Indicates an apprenticeable craft.The current apprentice wage rates are available on the Internet @ htt.://www.dir.ca.lov/OPRL/PWA.•Wa•e/PWA•.Wa;.eStart.as..To obtain any apprentice wage rates as of July 1,2008 and prior to September 27, 2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Contributions are factored at the appropriate overtime multiplier. b Rate applies to the first 4 daily overtime hours and the first 12 hours on Saturday. After 12 hours daily,the Sunday double-time rate applies. Rate applies to the first two years of employment only: for employment over two years,$.58 per hour worked;for employment over five years,$.73 per hour worked;for employment over seven years,$.88 per hour worked;for employment over fifteen years,$1.17 per hour worked;for employment over twenty years,$1.46 per hour worked;for employment over thirty years,$1.75 per hour worked. d Rates apply to the first two years of employment only: for employment over two years,$.46 per hour worked;for employment over five years,$.58 per hour worked;for employment over seven years,$.69 per hour worked;for employment over fifteen years,$.92 per hour worked;for employment over twenty years,$1.15 per hour worked;for employment over thirty years,$1.38 per hour worked. e Does not include any additional amount that may be required for vacation pay. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations.If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work.You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 2H I City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 565 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER Determination: C-MR-2019-2 Issue Date: August 22, 2019 Expiration date of determination: July 31,2020* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director—Research Unit at(415) 703-4774 for the new rates after ten days after the expiration date if no subsequent determination is issued. Localities: All localities within Alameda, Contra Costa,Mendocino,and Solano Counties. (REF: 232-81-1) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly and And Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (11/2 X) (2 X) #Metal Roofing Systems Installer $36.79 $10.50 $7.53 $3.31 $0.85 $0.64 8.0' $59.62 $78.01(b) $78.01(b) $96.41 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp.To obtain any apprentice wage rates as of July 1,2008 and prior to September 27, 2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a In the event that conditions over which the roofmg contractor has no control(i.e. adverse weather,project delays,logistical problems,general contractor or building owner requirements,etc.)prevent employees from working on one or more days during the regular work week,work performed on Saturday may be paid at the straight time rates. b Rate applies to the first 4 daily overtime hours and first 12 hours worked on Saturday;all other time is paid at the Sunday/Holiday overtime hourly rate. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 2J smat City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 566 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER Determination: C-MR-2019-1A Issue Date: February 22,2019 Expiration date of determination: March 31,2019* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director—Research Unit at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Amador and El Dorado Counties. (REF: 830-232-15) Employer Paymentsa Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (1%2 X) (2 X) Amador County: #Metal Roofing Systems Installer $20.41 $5.79 $2.80 $3.74 $0.20 $0.05 8.0 $32.99 $43.19 $43.196 $53.40 El Dorado County: #Metal Roofing Systems Installer $18.81 $5.35 $2.80 $3.48 $0.20 - 8.0 $30.64 $40.045 $40.0456 $49.45 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 1,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a The credit for employer payments do not have to be computed on an annualized basis where the employer seeks credit for employer payments that are higher for public works projects than private construction performed by the same employer. The director determined that annualization would not serve the purpose of this chapter pursuant to California Labor Code Section 1773.1(d)(4). b Saturdays in the same workweek may be worked at straight-time if job is shut down for 2 or more days during the normal workweek due to wind,rain,snow or ice,fog,frost, dew or extreme heat. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.cagov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 2J-1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 567 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1,ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER Determination: C-MR-2016-IB Issue Date: August 22, 2016 Expiration date of determination: September 30,2016*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director—Research Unit at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Butte,Lassen,Marin,Placer, Sacramento, San Joaquin, Sonoma,Yolo and Yuba Counties. (REF: 830-232-16) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Saturday Holiday Classification Rates Welfare° Pensions Holidays Training' Others Hours Rate (11/4X) (1'/ X) (1'/z X) Butte,Lassen,Placer,Sacramento,Yolo and Yuba Counties: #Metal Roofing Systems Installer $34.00 $8.42 $6.05 n $0.33 - 8.0 $48.80 $65.80° $65.80` $65.80` San Joaquin County: #Metal Roofing Systems Installer $32.71 $8.42 $5.90 b $0.33 - 8.0 $47.36 $63.715° $63.715c $63.715° Marin and Sonoma Counties: #Metal Roofing Systems Installer $36.08 $8.42 $5.63 b $0.85 - 8.0 $50.98 $69.02° $69.02° $69.02` #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Basic Hourly Rate and Employer Payments are based on the Davis-Bacon Wage Determination. b Included in straight-time hourly rate. `Rate applies to all hours work in excess of 8 hours per day and 40 hours during any one week. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 2J-2 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 568 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1,ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER Determination: C-MR-2008-1C Issue Date: August 22, 2008 Expiration date of determination: September 30,2008*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Calaveras County. (REF: 830-166-4) Employer Payments a Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (1'1X) (11/2 X) (2 X) #Metal Roofing Systems Installer $4'7.59" - - - $0.45 - 8.0 $48.04 $71.835C $71.835' $71.835` #Indicates an apprenticeable craft. Effective as of July 1,2008,the issuance and publication of the prevailing wage apprentice schedules/apprentice wage rates have been reassigned by the Department of Industrial Relations from the Division of Labor Statistics and Research to the Division of Apprenticeship Standards.To obtain any apprentice schedules/apprentice wage rates,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a The credit for employer payments do not have to be computed on an annualized basis where the employer seeks credit for employer payments that are higher for public works projects than private construction performed by the same employer. The director determined that annualization would not serve the purpose of this chapter pursuant to California Labor Code Section 1773.1(d)(4). b Includes an amount for Health and Welfare,Pension,Vacation/Holiday,Dues Check Off,and Other Payments. `Rate applies to all hours work in excess of 8 hours per day and 40 hours during any one week. There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/DLRS/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415)703-4774. 2J-3 City of Rosemead,CaliforniaNERAL PREVAILING WAGE DETERMINATION eATION MADE-BY iTHEeDIRECTOR OF INDUSTRIAL RELATIONS t Control Page 569 of 630 PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER Determination: C-MR-2019-1D Issue Date: February 22, 2019 Expiration date of determination: March 31, 2019* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director—Research Unit at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Fresno County. (REF: 830-232-18) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (11/2 X) (2 X) Fresno County: #Metal Roofing Systems Installer $23.05 $3.60 $3.60 a $0.10 - 8.0 $30.35 $41.875 $41.875 $53.40 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAooWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 1,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. .a Included in straight-time hourly rate. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 2J-4 ail MI 11111111 —. _ ONO MIN City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 570 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER Determination: C-MR-2008-IE Issue Date: August 22,2008 Expiration date of determination: September 30, 2008* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Humboldt,Madera,Napa, and Shasta Counties.(REF: 830-232-17) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (11/2 X) (11/2 X) Humboldt County: ##Metal Roofing Systems Installer $16.00 - - - - $2.00 8.0 $18.00 $26.00a $26.00a $26.00a Madera County: #Metal Roofing Systems Installer $26.75 $2.00 $2.00 - $0.15 - 8.0 $30.90 $44.275a $44.275' $44.275' Napa County: ##Metal Roofing Systems Installer $18.00 - - $0.35 - - 8.0 $18.35 $27.35' $27.35a $27.35a Shasta County: ##Metal Roofing Systems Installer $19.83 - - - $0.20 - 8.0 $20.03 $29.945a $29.945a $29.945a #Indicates an apprenticeable craft. Effective as of July 1,2008,the issuance and publication of the prevailing wage apprentice schedules/apprentice wage rates have been reassigned by the Department of Industrial Relations from the Division of Labor Statistics and Research to the Division of Apprenticeship Standards.To obtain any apprentice schedules/apprentice wage rates,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. ##Rates for apprentices are not available in the General Prevailing Wage Apprentice Schedule. 'Rate applies to all hours work in excess of 8 hours per day and 40 hours during any one week. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.cagov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/DLRS/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415)703-4774. 2J-5 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 571 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER DETERMINATION: C-MR-2019-1F ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: June 30,2020*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITIES: All localities within Los Angeles,Orange,Riverside and San Bernardino Counties.(REF: 166-102-1) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly and and Hourly Dailyb Saturdayb Holiday Classification Rate' Welfare Pension° Holiday Training Other Hours Rate (11/2 X) (11/2 X) (2 X) #Metal Roofing Systems Installer $45.78 $10.87 $17.29 - $0.82 $0.65 8.0 $75.41 $98.30 $98.30 $121.19 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes amount withheld for Working Dues. b Rate applies for the first 4 overtime hours Monday through Friday and the first 12 hours worked on Saturday. All other time is paid at the Sunday/Holiday overtime rate. Saturdays in the same workweek may be worked at straight-time if job is shut down during the normal workweek due to inclement weather. Pursuant to Labor Code Sections 1773.1 and 1773.8,the amount paid for this employer payment may vary resulting in a lower taxable basic hourly wage rate, but the total hourly rates for straight time and overtime may not be less than the general prevailing rate of per diem wages. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 2J-6 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 572 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER DETERMINATION: C-MR-2019-1G ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: June 30,2020*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director—Research Unit at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITIES:All localities within Monterey Countyf.(REF: 166-104-10) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly and and Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11A X) (1%2 X) (2 X) #Metal Roofing Systems Installer $50.82a $13.98e $20.046 c $1.43 $0.57 8.0 $86.84 $113.59d $113.59d $140.34 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes amount for Vacation/Holiday and Dues Check Off. b Includes an amount for PSP that is factored at the applicable overtime multiplier.Includes an amount equal to 3%of wages and employee benefits(excluding training and other payment)for National SASMI Fund(Wage Stabilization Plan).Pursuant to Labor Code Sections 1773.1 and 1773.8,the amount paid for this employer payment may vary resulting in a lower taxable basic hourly wage rate,but the total hourly rates for straight time and overtime may not be less than the general prevailing rate of per diem wages. e Included in Straight-Time hourly rate. d Rate applies to the first 2 daily overtime hours and the first 8 hours on Saturday only;All other time is paid at the Sunday and Holiday overtime hourly rate. e Pursuant to Labor Code Sections 1773.1 and 1773.8,the amount paid for this employer payment may vary resulting in a lower taxable basic hourly wage rate,but the total hourly rates for straight time and overtime may not be less than the general prevailing rate of per diem wages. (Rate applies to jobsites under 20 miles from Market and Main Streets in Salinas,CA.For rates outside that zone refer to the Travel and Subsistence provisions applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 2J-7 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 573 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER Determination: C-MR-2019-1I Issue Date: August 22,2019 Expiration date of determination: June 30,2020*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. Localities:All localities within San Diego County.(REF: 166-206-1) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly and And Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (1%2 X) (2 X) #Metal Roofing Systems Installer $38.94a $9.81b $17.73c $0.93d $0.59e 8.0f $68.00 $87.476 $87.476 $106.946 # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes amount withheld for Working Dues. b Includes an amount for the Sheet Metal Occupational Health Institute Trust. Includes amount for 401(a)Plan.PURSUANT TO LABOR CODE SECTIONS 1773.1 AND 1773.8,THE AMOUNT PAID FOR THIS EMPLOYER PAYMENT MAY VARY RESULTING IN A LOWER TAXABLE BASIC HOURLY WAGE RATE,BUT THE TOTAL HOURLY RATES FOR STRAIGHT TIME AND OVERTIME MAY NOT BE LESS THAN THE GENERAL PREVAILING RATE OF PER DIEM WAGES d Includes an amount for International Training Institute. e Includes amounts for National Energy Management Institute(NEMI)Fund,Sheet Metal Workers'International Scholarship Fund(SMWSF)and Industry Fund. f Saturdays in the same work week may be worked at straight-time if job is shut down during the normal workweek due to inclement weather. 6 Rate applies to the first 2 Daily overtime hours and the first 10 hours on Saturday;All other time is paid at the Sunday and Holiday overtime rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPAL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 2J-9 City of Rosemead,California GENERAL PREVAILING WAGE 1 1 k i ' i f 'Ab 'A'd 'PPEPI91 E4184 OF INDUSTRIAL RELATIONS Document Control Page 574 of 630 PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER Determination: C-MR-2019-1J Issue Date: August 22,2019 Expiration date of determination: June 28,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director—Research Unit for specific rates at(415)703- 4774. Localities:All localities within San Francisco,San Mateo and Santa Clara Counties(REF: 166-104-1) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly and and Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/4 X) (11A X) (2 X) #Metal Roofing Systems Installer $61.36a $14.60e $29.44f b $1.53 $0.71 8.0 e $107.64 $141.734 $141.73d $175.82 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp.To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes amount for Vacation/Holiday and Dues Check Off. b Included in Straight-Time Hourly Rate. For San Francisco County,the Straight-Time Hours is 7 hours. d For San Francisco County:Rate applies to the first 2 daily overtime hours and the first 7 hours on Saturday only. All other time is paid at the Sunday and Holiday overtime hourly rate. For San Mateo and Santa Clara Counties: Rate applies to the first 2 daily overtime hours and the first 8 hours on Saturday only. All other time is paid at the Sunday and Holiday overtime hourly rate. e Includes SMOHIT and SHC. Effective 1/1/2013,pursuant to Labor Code Sections 1773.1 and 1773.8,the amount paid for this employer payment may vary resulting in a lower taxable basic hourly wage rate,but the total hourly rates for straight time and overtime may not be less than the general prevailing rate of per diem wages. f Includes an amount for Pension which is factored at the applicable overtime multiplier. Pursuant to Labor Code Sections 1773.1 and 1773.8,the amount paid for this employer payment may vary resulting in a lower taxable basic hourly wage rate,but the total hourly rates for straight time and overtime may not be less than the general prevailing rate of per diem wages. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations.If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work.You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Wage Unit at(415)703-4774. 2J-l0 City of Rosemead,California GENERAL PREVAILING WAGE CIPIP8169141WVierA WA190nIVId*PfEltiffthefleiR OF INDUSTRIAL RELATIONS Document Control Page 575 of 630 PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER (SPECIAL SINGLE SHIFT) Determination: C-MR-2019-1JA Issue Date: August 22,2019 Expiration date of determination: June 28,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director—Research Unit for specific rates at(415)703- 4774. Localities: All localities within San Francisco,San Mateo and Santa Clara Counties(REF: 166-104-1) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly and and Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (1%2 X) (1'/z X) (2 X) #Metal Roofing Systems Installer $68.72a $14.60e $29.44£ b $1.53 $0.71 8.0° $115.00 $152.77d $152.77d $190.54 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp.To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html a Includes amount for Vacation/Holiday and Dues Check Off. b Included in Straight-Time Hourly Rate. e For San Francisco County,the Straight-Time Hours is 7 hours. d For San Francisco County:Rate applies to the first 2 daily overtime hours and the first 7 hours on Saturday only. All other time is paid at the Sunday and Holiday overtime hourly rate. For San Mateo and Santa Clara Counties:Rate applies to the first 2 daily overtime hours and the first 8 hours on Saturday only. All other time is paid at the Sunday and Holiday overtime hourly rate. e Includes SMOHIT and SHC. Effective 1/1/2013,pursuant to Labor Code Sections 1773.1 and 1773.8,the amount paid for this employer payment may vary resulting in a lower taxable basic hourly wage rate,but the total hourly rates for straight time and overtime may not be less than the general prevailing rate of per diem wages. f Includes an amount for Pension which is factored at the applicable overtime multiplier. Pursuant to Labor Code Sections 1773.1 and 1773.8,the amount paid for this employer payment may vary resulting in a lower taxable basic hourly wage rate,but the total hourly rates for straight time and overtime may not be less than the general prevailing rate of per diem wages. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work.You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Wage Unit at(415)703-4774. 2J-10-2 City of Rosemead,California GENERAL PREVAILING WAGE 1 IICIf5I 1 MTAtiOTIik'ddlt'F1'EPIS ETOR OF INDUSTRIAL RELATIONS Document Control Page 576 of 630 PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER (SECOND SHIFT) Determination: C-MR-2019-1JA Issue Date: August 22,2019 Expiration date of determination: June 28,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director—Research Unit for specific rates at(415)703- 4774. Localities:All localities within San Francisco,San Mateo and Santa Clara Counties(REF: 166-104-1) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly and and Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (1'A X) (11/2 X) (2 X) #Metal Roofing Systems Installer $67.50a $14.60e $29.44f b $1.53 $0.71 7.5 $113.78 $150.94d $150.94d $188.10 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp.To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html a Includes amount for Vacation/Holiday and Dues Check Off. b Included in Straight-Time Hourly Rate. c For San Francisco County,the Straight-Time Hours is 7 hours. d For San Francisco County:Rate applies to the first 2 daily overtime hours and the first 7 hours on Saturday only. All other time is paid at the Sunday and Holiday overtime hourly rate. For San Mateo and Santa Clara Counties:Rate applies to the first 2 daily overtime hours and the first 8 hours on Saturday only. All other time is paid at the Sunday and Holiday overtime hourly rate. e Includes SMOHIT and SHC. Effective 1/1/2013,pursuant to Labor Code Sections 1773.1 and 1773.8,the amount paid for this employer payment may vary resulting in a lower taxable basic hourly wage rate,but the total hourly rates for straight time and overtime may not be less than the general prevailing rate of per diem wages. f Includes an amount for Pension which is factored at the applicable overtime multiplier. Pursuant to Labor Code Sections 1773.1 and 1773.8,the amount paid for this employer payment may vary resulting in a lower taxable basic hourly wage rate,but the total hourly rates for straight time and overtime may not be less than the general prevailing rate of per diem wages. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations.If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work.You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Wage Unit at(415)703-4774. 2J-10-3 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 577 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER (THIRD SHIFT) Determination: C-MR-2019-1JA Issue Date: August 22,2019 Expiration date of determination: June 28,2020**The rate to be paid for work performed after this date has been determined.If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director—Research Unit for specific rates at(415)703- 4774. Localities: All localities within San Francisco,San Mateo and Santa Clara Counties(REF: 166-104-1) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly and and Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/4 X) (11/4.X) (2 X) #Metal Roofing Systems Installer $70.56a $14.60d $29.44e b $1.53 $0.71 7.0 $116.84 $155.53c $155.53c $194.22 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp.To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html a Includes amount for Vacation/Holiday and Dues Check Off. b Included in Straight-Time Hourly Rate. c For San Francisco County:Rate applies to the first 2 daily overtime hours and the first 7 hours on Saturday only. All other time is paid at the Sunday and Holiday overtime hourly rate. For San Mateo and Santa Clara Counties:Rate applies to the first 2 daily overtime hours and the first 8 hours on Saturday only. All other time is paid at the Sunday and Holiday overtime hourly rate. d Includes SMOHIT and SHC. Effective 1/1/2013,pursuant to Labor Code Sections 1773.1 and 1773.8,the amount paid for this employer payment may vary resulting in a lower taxable basic hourly wage rate,but the total hourly rates for straight time and overtime may not be less than the general prevailing rate of per diem wages. e Includes an amount for Pension which is factored at the applicable overtime multiplier. Pursuant to Labor Code Sections 1773.1 and 1773.8,the amount paid for this employer payment may vary resulting in a lower taxable basic hourly wage rate,but the total hourly rates for straight time and overtime may not be less than the general prevailing rate of per diem wages. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations.If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code.You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work.You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Wage Unit at(415)703-4774. 2J-10-4 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 578 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER DETERMINATION: C-MR-2019-2K ISSUE DATE: August 22,2019 EXPIRATION DATE OF DETERMINATION: June 30,2020*Effective until superseded by a new determination issued by the Director of Industrial Relations.Contact the Office of the Director—Research Unit(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. LOCALITIES:All localities within Santa Barbara County.(REF:20-X-1) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly and and Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (1'/z X) (1'/z X) (2 X) #Metal Roofing Systems Installer $40.00 $9.95 $13.32 $5.25a $0.72 $4.465 8.0 $73.705 $93.7056 $93.7056 $113.705 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes supplemental dues. b Rate applies to the first 2 daily overtime hours and the first 8 hours on Saturday.All other time is at the Sunday/Holiday rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 2J-11 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 579 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER Determination:C-MR-2019-1L Issue Date: August 22,2019 Expiration date of determination: June 30,2020** The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director-Research Unit for specific rates at(415)703-4774. Localities:All localities within Siskiyou County.(REF:23-31-1) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly and And Hourly Daily Saturdays Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (1%X) (2 X) (1%2X) (2X) (2 X) #Metal Roofing Systems Installer $43.27 $11.45a $10.40 $5.02a $0.98 $2.64b 8.0 $73.76 $95.40° $117.03 $95.40e $117.03 $117.03f #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes an amount per hour worked for Work Fees. The vacation amount is$2.95 per hour worked. b Includes amounts for Annuity Trust Fund,Industry Promotion,Carpenters International Training Fund,Carpenter Employers Contract Administration,Contract Work Preservation,and Vacation/Holiday/Sick Leave Admin. c For building construction,rate applies to the first 4 hours daily overtime. All heavy,highway and engineering construction overtime worked,Monday through Friday,rate applies to the first 4 hours daily overtime. d Saturdays in the same work week may be worked at straight-time if job is shut down during the normal work week due to inclement weather or major mechanical breakdown. e Rate applies to the first 8 hours for building construction and for the first 10 hours worked on heavy,highway and engineering construction. f Time and one-half shall be paid for the first eight(8)hours worked on the four(4)days of each year selected by the Union as designated off/holidays listed in the Holiday Provision. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 2J-12 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 580 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER Determination: C-MR-2008-1M Issue Date: August 22, 2008 Expiration date of determination: September 30, 2008* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. Localities: All localities within Stanislaus County. (REF: 830-166-5) Employer Payments a Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (I'A X) (11/2 X) (2 X) #Metal Roofing Systems Installer $32.846 $7.43 $7.22 $0.45 $0.10 8.0 $48.04 $64.46d $64.46d $80.88 #Indicates an apprenticeable craft. Effective as of July 1,2008,the issuance and publication of the prevailing wage apprentice schedules/apprentice wage rates have been reassigned by the Department of Industrial Relations from the Division of Labor Statistics and Research to the Division of Apprenticeship Standards.To obtain any apprentice schedules/apprentice wage rates,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a The credit for employer payments do not have to be computed on an annualized basis where the employer seeks credit for employer payments that are higher for public works projects than private construction performed by the same employer. The director determined that annualization would not serve the purpose of this chapter pursuant to California Labor Code Section 1773.1(d)(4). b Includes amount for Vacation/Holiday and Dues Check Off. `Included in straight-time hourly rate. d Rate applies to the first 2 daily overtime hours and the first 8 hours on Saturday only;All other time is paid at the Sunday and Holiday overtime hourly rate. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/DLRS/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415)703-4774. 2J-13 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 581 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7,CHAPTER 1,ARTICLE 2,SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER Determination: C-MR-2019-1N Issue Date: February 22,2019 Expiration date of determination: December 31,2019**The rate to be paid for work performed after this date has been determined.If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now.Contact the Office of the Director—Research Unit for specific rates at(415)703-4774. Localities:All localities within Tulare County.(REF:232-27-1) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Saturdayd Holiday Classification Rate Welfare Pension Holiday Training Other' Hours Rate (1'h X) (1%2 X) (2 X) #Metal Roofing Systems Installer $30.2P' $6.48 $7.40 6 $0.30 $0.03 8.0 $44.42 $59.52 $59.52 $74.63 #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1,2008 and prior to September 27,2012,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes amount for Vacation/Holiday and Dues Check Off. b Included in Basic Hourly Rate. Includes an amount for the Roofers and Waterproofers Research and Education Joint Trust Fund. d When adverse weather or job scheduling problems exist causing an employee to work less than forty(40)hours in a week Saturday may be used as a make-up day at straight time wage rates. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director—Research Unit at(415)703-4774. 2J-14 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 582 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS #METAL ROOFING SYSTEMS INSTALLER Determination: C-MR-2008-10 Issue Date: August 22,2008 Expiration date of determination: September 30, 2008* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Ventura County. (REF: 830-166-6) Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (1'/2 X) (1'/2 X) (2 X) #Metal Roofing Systems Installer $30.29a $6.60 $5.75b $0.80 $0.54 8.0 $43.98 $59.134 $59.134 $74.27e #Indicates an apprenticeable craft. Effective as of July 1,2008,the issuance and publication of the prevailing wage apprentice schedules/apprentice wage rates have been reassigned by the Department of Industrial Relations from the Division of Labor Statistics and Research to the Division of Apprenticeship Standards.To obtain any apprentice schedules/apprentice wage rates,please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards'website at http://www.dir.ca.gov/das/das.html. a Includes amount withheld for Dues Check Off. b Includes an amount per hour for COLA Fund. Included in straight-time hourly rate. d Rate applies to the first 4 overtime hours Monday through Friday and the first 8 hours on Saturday&Sunday. All other overtime is paid at the Double time and Holiday rate. 'Rate applies after 4 overtime hours Monday through Friday,after 8 hours Saturday and Sunday and all hours worked on Holidays. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/DLRS/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415)703-4774. 2J-15 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 583 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-261-X-265-2018-1 Issue Date: February 22, 2018 Expiration date of determination: June 30, 2018*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Marin,Napa, Solano and Sonoma Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly and And Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (11/2 X) (2 X) Ready Mix Driver $25.90 $14.28 $6.20 $2.85 - - 8.0 $49.23 $62.18 $62.18 $75.13 RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 2K-1 MIS MN - City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 584 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1,ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-830-261-5-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30,2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Alpine,Amador,Calaveras,San Joaquin and Tuolumne Counties Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/z X) (1'/2 X) Driver:Mixer Truck $20.10 $3.09 a - $1.005 b - - 8.0 $24.195 $34.245° $34.245 aThe contribution applies to all hours until$535.26 is paid for the month. b$1.39 after 3 years of service $1.78 after 10 years of service $2.16 after 20 years of service Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations maybe obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2K-2 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 585 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1,ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-261-150-53-2017-2 Issue Date: August 22,2017 Expiration date of determination: June 30, 2018*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director—Research Unit at(415) 703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. Localities:All localities within Butte, Colusa,El Dorado,Placer,Sacramento, Sutter,Yolo and Yuba Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic I-Iealth Vacation Total Sunday/ Ilourly And And Hourly Daily Saturday Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (11/2 X) (2 X) Driver: Mixer Truck $27.00 $13.521 $10.12 $3.37 - - 8.0 $54.01 $67.51 $67.51 $81.01 Contribution shall be paid for all hours worked up to 173 hours per month. RECOGNIZED HOLIDAYS: I-Iolidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPre\VageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermi nation.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 2K-3 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 586 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1,ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-261-624-17-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30,2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Del Norte,Humboldt and Mendocino Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (1'/2 X) (11/4 X) Driver:Mixer Truck $22.50 $4.81 a $5.60 $2.00 - - 8.0 $34.91 $46.16 b $46.16 aThe contribution applies to all hours until$833.00 is paid for the month. b Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2K-4 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 587 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-830-261-4-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30,2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for new rates after 10 days from expiration date, if no subsequent determination is issued. Localities: All localities within Fresno,Madera,Mariposa, Merced and Stanislaus Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (1%X) (11/2 X) Driver:Mixer Truck $18.50 $5.44a - $0.71b - - 8.0 $24.65 $33.90c $33.90 a The contribution applies to all hours until$943.38 is paid for the month. b $1.42 after 1 year of service for the employer $1.78 after 5 years of service for the employer $2.13 after 15 years of service for the employer Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2K-5 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 588 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-830-261-2-2016-1 Issue Date: August 22, 2016 Expiration date of determination: September 30,2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. Localities: All localities within Glenn,Lassen,Modoc,Plumas, Shasta, Siskiyou, Tehama, and Trinity Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (1`'A X) Driver:Mixer Truck $14.80 $3.46a - $0.68 b - - 8.0 $18.94 $26.34 a $26.34 a The contribution applies to all hours until$600 is paid for the month. b$0.97 after 2 years of service `Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations maybe obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2K-6 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 589 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-261-36-95-2019-1 Issue Date: February 22, 2019 Expiration date of determination: October 31,2019* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Imperial and San Diego Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (2 X) Mixer Driver $28.10 $8.37a $5.06 $1.48b - - 8.0 $43.01 $57.06° $71.11 a The contribution applies to all hours until$1,450.00 is paid for the month. b$2.02 after one year of service $2.56 after 7 years of service. $3.10 after 14 years of service. c Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly.All work in excess of 12 hours daily shall be paid the Sunday/Holiday(2X)rate. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 2K-7 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 590 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-830-261-12-2016-1 Issue Date: August 22, 2016 Expiration date of determination: September 30,2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Inyo,Mono and San Bernardino Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (11/2 X) Driver:Mixer Truck $19.05 $6.66a $1.71 $1.17 b - - 8.0 $28.59 $38.115° $38.115 aThe contribution applies to all hours until$1155.24 is paid for the month. b$1.54 after 7 years of service $1.91 after 14 years of service `Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations maybe obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at httn://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2K-8 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 591 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-261-87-119-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30,2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for new rates after 10 days from the expiration date, if no subsequent determination is issued. • Localities: All localities within Kern,Kings and Tulare Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Saturday/ Hourly And And Hourly Daily Holiday Sunday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (1V2 X) (2 X) Driver:Mixer Truck $20.11 $4.89a $3.05 $0.70b - - 8.0 $28.75 $38.11` $38.11` $48.16 a The contribution applies to all hours until$847.50 is paid for the month. b Applies to workers who have been on payroll for thirty(30)days.After 1 year of employment,Vacation and Holiday increases to$1.08.After 2 years of employment, Vacation and Holiday increases to$1.47.After 8 years of employment,Vacation and Holiday increases to$1.86. Overtime is paid at two times(2x)the basic hourly rate for work performed in excess of twelve(12)hours in any work day. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2K-9 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 592 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1,ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-261-624-18-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30,2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for new rates after 10 days from expiration date, if no subsequent determination is issued. Localities: All localities within Lake County. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Daily/ Hourly And And Hourly Holidayb Sunday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (2X) Driver:Mixer Truck $20.60 $4.81 $6.00 $2.00 - - 8.0 $33.41 $43.71 $54.01 a The contribution applies to all hours until$833.00 is paid for the month. b Rate applies to work in excess of eight(8)hours daily,forty(40)hours weekly and all hours worked on holidays. There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations maybe obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations maybe obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2K-10 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 593 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-261-X-258-2018-1 Issue Date: August 22,2018 Expiration date of determination: September 30,2018*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director-Research Unit at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Los Angeles, Orange and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Saturday/ Hourly And And Hourly Daily Holiday Sundaye Classification Rate Welfare Pension Holidayd Training Other Hours Rate (1'/2 X) (1Y2 X) (2 X) Ready Mix Driver(After 4 yrs of service)$23.60 $6.00' $3.44 $1.5460 - - 8.0 $34.58 $46.38 $46.38 $58.18 Ready Mix Driver(After 3 yrs of service)$22.60 $6.00' $3.44 $1.48d - - 8.0 $33.52 $44.82 $44.82 $56.12 Ready Mix Driver(After 2 yrs of service)$21.60 $6.00' $3.44 $1.41e - - 8.0 $32.45 $43.25 $43.25 $54.05 Ready Mix Driver(After 1 yr of service) $20.60 $6.00' $3.44 $0.95f - - 8.0 $30.99 $41.29 $41.29 $51.59 Ready Mix Driver(1 yr or less of service)$19.60 $6.00' $3.44 $0.00s - - 8.0 $29.04 $38.84 $38.84 $48.64 a The contribution applies to all hours until$1040.50 is paid for the month. 6$2.00 after 8 years of service $2.45 after 15 years of service e Includes$0.64 for Holidays,which would be deducted from the Vacation/Holiday rate if you choose to adopt the paid days off enumerated in the Holiday Provisions. d Includes$0.61 for Holidays,which would be deducted from the Vacation/Holiday rate if you choose to adopt the paid days off enumerated in the Holiday Provisions. e Includes$0.58 for Holidays,which would be deducted from the Vacation/Holiday rate if you choose to adopt the paid days off enumerated in the Holiday Provisions. f Includes$0.55 for Holidays,which would be deducted from the Vacation/Holiday rate if you choose to adopt the paid days off enumerated in the Holiday Provisions. s In addition,$0.53 for Holidays after four(4)months,which would be deducted from the Vacation/Holiday rate if you choose to adopt the paid days off enumerated in the Holiday Provisions. h Emergency work and breakdown on Sundays shall be paid at time and one-half(1 V2x)the straight time rate. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 2K-11 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 594 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-830-261-3-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30,2016*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date,if no subsequent determination is issued. Localities: All localities within Monterey,San Benito, San Francisco, San Mateo, Santa Clara,and Santa Cruz Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (1'/z X) (1'/2 X) Driver:Mixer Truck $21.50 $9.64 $1.72 a $0.99 b - - 8.0 $33.85 $45.46c $45.46 a This amount is factored at the applicable overtime rate. b $1.41 after 2 years of service $1.82 after 10 years of service $2.23 after 20 years of service `Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2K-12 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 595 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-830-261-1-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30,2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Nevada and Sierra Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfare' Pension Holidayb Training Other Hours Rate (1%2 X) (11/2 X) Driver:Mixer Truck $19.25 $2.96 - $0.22 - - 8.0 $22.43 $32.06 $32.06 a The contribution applies to all hours until$513.04 is paid for the month. b$0.59 after 2 years of service $0.96 after 5 years of service Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations maybe obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2K-13 NMI City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 596 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1,ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-830-261-11-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30,2016*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after"10 days from the expiration date,if no subsequent determination is issued. Localities: All localities within Riverside County. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And • And Hourly Daily Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (1'Y2 X) (1'/z X) Driver:Mixer Truck $15.00 $6.33a $1.80 $1.046 - - 8.0 $24.17 $31.67` $31.67 a The contribution applies to all hours until$1097.30 is paid for the month. b$1.33 after 4 years of service $1.61 after 14 years of service $1.90 after 24 years of service `Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2K-14 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 597 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-830-261-6-2016-1 Issue Date: August 22, 2016 Expiration date of determination: September 30,2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within San Luis Obispo County. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (11/2 X) Driver: Mixer Truck $19.14 $3.04a $3.42 $1.036 $0.64 - 8.0 $27.27 $36.84` $36.84 a The contribution applies to all hours until$526.19 is paid for the month. b$1.40 after 2 years of service, $1.70 after 10 years of service. `Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations maybe obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2K-15 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 598 of 630 GENERAL PREVAILING WAGE DE TERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1,ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY,HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-261-186-15-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30, 2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415) 703-4774 for new rates after 10 days from the expiration date,if no subsequent determination is issued. Localities:All localities within Santa Barbara County. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ I-Iourly And And Hourly Daily Holiday Classification Rate Welfare Pension Holiday" Training Other Hours Rate (11/2 X)e (2 X) Mixer Driver $21.15 a $4.91b $3.44 $0.41= - - 8.0 $29.91 $40.485 $51.06 'Includes an amount($0.03)for supplemental dues check off. bThe contribution applies to all hours until$850.00 is paid for the month. _ $1.06 after 1 month of service $1.46 after 1 year of service $1.87 after 7 years of service $2.28 after 16 years of service. d Includes,after one month,$0.65 for Holidays,which can be deducted from the Vacation/Holiday rate if you choose to adopt the paid days off enumerated in the Holiday Provisions. eRate applies to work in excess of eight(8)hours daily and forty(40)hours weekly.All work in excess of twelve(12)hours daily shall be paid the Sunday/Holiday(2X)rate. RECOGNIZED HOLIDAYS:Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement, applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2K-16 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 599 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-MT-261-X-260-2019-2 Issue Date: August 22,2019 Expiration date of determination: December 31,2019** The rate to be paid for work performed after this date has been determined. If work will extend past this date,the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director- Research Unit for specific rates at(415)703-4774. Localities: All localities within Alameda and Contra Costa Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly and And Hourly Daily Saturday Holiday Classification Rateh Welfarea Pension Holiday Training Others Hours Rate (11/4 X) (11/4 X) (2 X) Conventional Trucks $39.57 $11.93 $10.59 $2.596 - $1.41 8.0 $66.09 $85.875 $85.875 $105.66 (3 axles or less,8 yards or less)' Booster Trucks $39.83 $11.93 $10.59 $2.60' - $1.42 8.0 $66.37 $86.29 $86.29 $106.20 (4 axles or more, 10 yards or less)r Slider(12 yards) $40.33 $11.93 $10.59 $2.644 - $1.43 8.0 $66.92 $87.09 $87.09 $107.25 a The contribution applies to all hours until$2,068.00 is paid for the month. h$2.89 after 2 years of service,$3.20 after 3 years of service,$3.96 after 5 years of service,$4.72 after 10 years of service,and$5.48 after 20 years of service. $2.91 after 2 years of service,$3.22 after 3 years of service,$3.98 after 5 years of service,$4.75 after 10 years of service,and$5.51 after 20 years of service. d$2.95 after 2 years of service,$3.26 after 3 years of service,$4.03 after 5 years of service,$4.81 after 10 years of service,and$5.58 after 20 years of service. Add$0.07 per hour to the basic hourly rate for each yard or portion of yard hauled over 8 yards. r Add$0.09 per hour to the basic hourly rate for each yard or portion of yard hauled over 10 yards. s Includes amounts for sick leave. h An amount up to $34.40 per 8 hour day($4.30 per hour)for a maximum of 5 days per week may be deducted for Health and Welfare. The deduction is limited to the first 173.33 hours worked per month.This is in addition to the$11.93 per hour employer payment for Health and Welfare. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director-Research Unit at(415)703-4774. 2K-17 M City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 600 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-DT-830-261-7-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30,2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for new rates after 10 days from expiration date,if no subsequent determination is issued. Localities: All localities within Alameda,Contra Costa,Del Norte,Humboldt,Lassen,Modoc, San Francisco, San Mateo, Santa Clara, Shasta, Siskiyou and Trinity Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (11/2 X) Driver:Dump Truck $22.50 a - $0.43b - - 8.0 $22.93 $34.18` $34.18 a Health and Welfare will increase from$0.00 to$1.16 after 90 days of service,which will be seen as an increase to the Total Hourly Rate as well. b $0.78 after 90 days of service with the employer $1.21 after 5 years of service with the employer $1.65 after 10 years of service with the employer Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2L-1 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 601 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAP'T'ER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-DT-830-261-5-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30,2016*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Alpine,Amador,Calaveras,El Dorado,Fresno,Kings,Madera,Mariposa,Merced,Nevada,Placer, Sacramento, San Joaquin, Sierra, Stanislaus, Sutter,Tulare,Tuolumne and Yuba Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (1'/z X) (1/2 X) Driver:Dump Truck $17.00 $3.09 a - $0.85 b - - 8.0 $20.94 $29.44 c $29.44 a The contribution applies to all hours until$535.26 is paid for the month. b$1.18 after 3 years of service $1.50 after 10 years of service $1.83 after 20 years of service `Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2L-2 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 602 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-DT-830-261-8-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30,2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Butte, Colusa, Glenn, Lake,Mendocino,Plumas and Tehama Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (11/2 X) Driver:Dump Truck $21.00 $2.81a - $0.10b - - 8.0 $23.91 $34.41c $34.41 aThe contribution applies to hours until$487.07 is paid for the month. b$0.20 after 1 year of service, $0.50 after 2 years of service, Add$0.10 for every additional year of service to a maximum of$1.50 per hour for over 13 years of service. Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2L-3 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 603 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-DT-830-261-10-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30,2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Imperial,Inyo,Los Angeles,Mono, Orange,Riverside, San Bernardino and San Diego Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfare' Pension Holiday" Training Other Hours Rate (11/2 X)c (1%X) Driver:Dump Truck $17.00 $2.05 $0.085 $0.33 - - 8.0 $19.465 $27.965 $27.965 a The contribution applies to all work up to$355.00 per month. b$0.65 after 2 years of service $0.98 after 5 years of service $1.31 after 9 years of service °Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2L-4 - 4 • City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 604 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT:DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-DT-830-261-6-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30,2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Kern,Monterey, San Luis Obispo, Santa Barbara, and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (11/2 X) (1'A X) Driver:Dump Truck $16.76 $3.04a $2.75 $0.90 b $0.64 - 8.0 $24.09 $32.47° $32.47 a The contribution applies to all hours until$526.19 is paid for the month. b$1.22 after 2 years of service, $1.55 after 10 years of service. `Rate applies to work in excess of eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid,shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT:In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2L-5 City of Rosemead,California Bid Package,Garvey Park Gym Cooling Addition,Project No:31019 Document Control Page 605 of 630 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING,HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: DRIVER(ON/OFF-HAULING TO/FROM CONSTRUCTION SITE) Determination: C-DT-830-261-9-2016-1 Issue Date: August 22,2016 Expiration date of determination: September 30,2016*Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at(415)703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within San Benito and Santa Cruz Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily" Holiday Classification Rate Welfare Pension Holiday Training Other Hours Rate (1'A X) (1%z X) Driver:Dump Truck $16.25 $9.64 $5.20 $0.56a $0.70 $0.48 8.0 $32.83 $40.955 $40.955 a $0.875 after 1 year of service $1.19 after 7 years of service $1.50 after 19 years of service Overtime rate applies to all work exceeding eight(8)hours daily and forty(40)hours weekly. *There is no predetermined increase applicable to this determination. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement,applicable to the particular craft,classification,or type of worker employed on the project,which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9,contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at(415)703-4774. 2L-6 CITY OF ROSEMEAD DOROTHY STREET GARVEY PARK GYM COOLING ADDITION 6 SCOPE OF WORK INDEX OF DRAWINGS IN BRIEF,THIS PROJECT CONSISTS OF PROVIDING A NEW HVAC SYSTEM FOR DWG. NO DFSCRIPTION THE GARVEY PARK GYMNASIUM.THE BASE BID AND TWO BID ALTERNATES ARE BROKEN DOWN AS FOLLOWS: T1.0 TITLE SHEET,LOCATION MAP,GENERAL NOTES, 9 BASE BID: AND INDEX OF DRAWINGS THE INSTALLATION OF A PACKAGED DX ROOFTOP UNIT TO SERVE THE 00.1 SYMBOLS,ABBREV.,AND DESIGNATION i GYMNASIUM,AND THE INSTALLATION OF A 480 PANEL TO FACILITATE THE 110.2 MECHANICAL SCHEDULES d NEWLY ADDED EQUIPMENT. 00.3 TITLE 24 FORMS MO.4 TITLE 24 FORMS TD AITFRNATE 01• 00.5 TITLE 24 FORMS THE INSTALLATION OF A SPLIT SYSTEM TO SERVE THE PRIVATE OFFICE. 1.11.1 RESTROOM&OFFICE PLANS 01.2 ROOFTOP DEMOLITION HVAC PLAN IjQ1 AITFRNATE 021 01.3 ROOFTOP RECONSTRUCTION HVAC PLANl'NY THE INSTALLATION OF AN EXHAUST FAN TO SERVE BOTH THE MENS AND M1.4 - ROOFTOP RECONSTRUCTION SECTION VIEW 1 C WOMENS RESTROOM. MECHANICAL DETAILS 03.2 MECHANICAL DETAILS g K "'""'"�: T i 03.3 MECHANICAL DETAILS 3 LfI '* -N 2 ; GENERAL NOTES 1,13.4 MECHANICAL DETAILS M4.0 WIRING DIAGRAM '+a. 1. THE ARRANGEMENT OF THE EQUIPMENT,DUCTWORK.ETC.SHOWN ON THESE ; ' �'�' ---,— -' DRAWINGS IS GENERAL AND IS SHOWN TO IDENTIFY THE GENERAL INTENT OF TRHAA TSIo "" "..' � C E1.1 SITE POW ABBREV.,AND DESIGNATION " 9 .. THE PROJECT.ALL DETAILS AND ARRANGEMENTSAXE SHALL BE VERIFIED PRIOR E1.0 SITE POWER PLAN ; �sf p s € TO THE START OF WORK,THE DRAWINGS ARE NOT INTENDED TO SHOW E1.1 RESTROOM DEMOLITION PLAN {{+^'' '' S 4 y • EXACT DIMENSIONS. E1.2 ROOFTOP POWER PLANS `'"'•"I I - F d '�,''C'` E2.0 ELECTRICAL DETAILS ){' 1 / 1 1 S 9 1) $ 2. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CODES,STANDARDS, E3.0 SINGLE LINE DIAGRAM AND SCHEDULESAND q 1 MOST RSTRINGENTN REQUIREMENT SHALSPECIFIED IL PREVAIL N.WHERE A CONFLICT OCCURS,THE APPLICABLE CODES 50.1 GENERAL NOTES&RECONSTRUCTION PLAN ryy 4 T 50.2 GENERAL NOTES&RECONSTRUCTION PLAN w 52.1 DETAILS 4 PROJECT FFFFCTIVE JANIZARY 1ST 2017 52.2 DETAILS >�, 5I°� FVAAV g LOCATION r TITLE 19 CCR,PUBLIC SAFETY STATE FIRE MARSHAL REGULATIONS. TITLE 24 CCR.PART 1-2016 BUILDING STANDARDS ADMINISTRATIVE CODE ,�. r g1,: j ➢ �"� i TITLE 24 CCR,PART 2-2016 CALIFORNIA BUILDING CODE,VOL 1 &2(CDC) TITLE 24 CCR,PART 4-2016 CALIFORNIA MECHANICAL CODE(CNC) A € ,1 j E I '',, TITLE 24 CCR,PART 6-2016 CALIFORNIA EMERGENCY CODE - i 0fid , y,w „ TITLE 24 CCR,PART 9-2016 CALIFORNIA FIRE CODE(CFC) TITLE 24 CCR,PART 11-2016 CALIFORNIA GREEN BUILDING SNS CODE TITLE 24 CCR.PART 12-2016 CALIFORNIA REFERENCED STANDARDS . ` t t�, `2 x6„ /, 9 TITLE 24 CCR.PART 5-2016 CALIFORNIA PLUMBING CODE(CPC) : TITLE 24 CCR.PART 3-2016 CALIFORNIA ELECTRICAL CODE(CTC) . \� I € ' PROJECT TEAM ' B CND FNTINFFR• AIECHANIS.AI EONSIIITANT• € $ p9 NY RKA CONSULTING GROUP GOSS ENGINEERING.INC. € yTy..,V4'd`AI L ± 398 LEMON CREEK DRIVE.SUITE E 255 EAST RINCON STREET,SUITE 301 - - }• # r„b ¢,.s.,.rI WALNUT,CA 91789 CORONA,CA 92879 1 est .,+n!• .+-. --... _ +,s�... .. -.�- PHONE: (909)594-9702 PHONE: (951)340-1977 CONTACT:DAVID GILBERTSON CONTACT:NICK UBRUN,P.E. Y EMAIL: DGILBERTSONORKAGROUP.COM EMAIL: 6$$ ELECSTRUCTORAL CONSULTANT: • 3 GOSS ENGINEERING.INC. URGE.INC. 1 255 EAST RINCON STREET,SUITE 301 18411 CRENSHAW BLVD,SUITE 408 CORONA,CA 92879 TORRANCE,CA 90504 PHONE: (951)340-1977 PHONE: (213)493-7440 i CONTACT:ED BURTCH,P.E. CONTACT:DANNIEL RANG.S.E. EMAIL' EBURTCHOGOSS-ENG.COM EMAIL: DANNIELODKSEINC.COM W4 i0a WI PROJECT NO.31019 S DIG ALERT E ”o,..,,,,....A`.....mC BENCHMARK. CITY OF ROSEMEAD 0- A•PwM,T D 6 G03S TITLE SHEET & PROJECT LOCATION SHEET _ �' TO.1 ,r,0, mwMMN(T66 "WAS' "EDD^ ',PROVED eR F' E._ .� �. CITY OF ROSEMEAD DOROTHY STREET DFgi 1-100-'422-4133 ma: vuur aw a wuxur ONw as z I9A6A7 IDD(CDNSTRUCRDN DOCUMENT — -/-/- BEN KMMd70WYUWtt 6a n+ ,�"'I,'�"'°'°'° go 66 V* 90(CONSTRUCTION DOCUMENT — -/-/- ,D ,A8A9 NA... GARVEY PARK GYM COOLING ADDITION XX § A DATE DESCRIPTION Nvo DATE 'Ar 0,,. R� �2 �`�� .,wu.DU a WwM Tiff WU.NO,.v. REVISIONS DATE MCX D.UBRUN NEON 35378 DA10 SHEETS R4 EJEAFeADYTeeernCYLDNOAA!prole Dee OmeeDAYaAeeecee) ABBREVIATIONS HEATING, VENTILATION AND AIR CONDITIONING LEGEND GENERAL SYMBOLS GENERAL NOTES AD ACCESS DOOR LBS,{J POUNDS Q POINT OF DEMOLITION 1. THE HVAC SYSTEM DESIGN,INSTALLATION AND MATERIALS SHALL ADA AMERICAN'S WITH LVG LEAVING ® CONFORM TO THE CURRENT EDITIONS OF THE CALIFORNIA CODE AND DISABILITIES ACT SYMBOL DESCRIPTION POINT OF CONNECTION LOCAL CODES AND AUTHORITIES HAVING JURISDICTION.(2016 CPC, AFF ABOVE FINISHED FLOOR MAX MAXIMUM AFT AIR FLOW TRANSMITTER CNC,CBC AND CEC.) AUTHORITY HAVING I]® CEILING DIFFUSER y DRAIN AHJ MECH MECHANICAL JURISDICTION CFM CUBIC FEET PER MINUTE 2. COORDINATE ENTIRE INSTALLATION OF THE HVAC SYSTEMS WITH THE ALUM ALUMINUM MFG MANUFACTURINGWORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR AMB AMBIENT MIN MINIMUM CT COOLING TOWER INSTALLATION. AP ACCESS PANEL N NORTH IM DAMPER ACTUATOR O TEMPERATURE SENSOR 21 C. DUCT CARRYING RETURN AIR J. COORDINATE EXACT LOCATION AND SIZES OF REQUIRED OPENINGS APPROX APPROXIMATELY NIC/NIS SCOPE CONTRACT/NOT IN 0 C.®g DUCT CARRYING SUPPLY AIR © SPACE STATIC PRESSURE SENSOR AND SUPPORTS FOR FURNISHED EQUIPMENT. ARCH ARCHITECTURAL No,b 2 0 0 DUCT CARRYING EXHAUST MR 4. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH @ BEL BELOW NTS NOT NUMBER SCALE EA EXHAUST AIR ® ACCESS PANEL THE EQUIPMENT MANUFACTURES RECOMMENDATIONS.CONTRACTOR C EC EVAPORATIVE COOLER SHALL PROVIDE ALL NECESSARY DATA FOR COMPLIANCE.DATA SHALL e BLDG BUILDING OC ON CENTER INCLUDE BOTH FULL AND PARTIAL CAPACITY RATINGS,AND BE BOD BOTTOM OF DUCT OPER. OPERATING EF EXHAUST FAN EQUIPMENT DESIGNATIONS PERFORMANCE DATA UNDER ALL MODES OF OPERATION AND AMBIENT BOP BOTTOM OF PIPE PLUMB PLUMBING EXHAUST GRILLE CONDITIONS.PROVIDE COMPLIANCE CERTIFICATES WITH EQUIPMENT ER EXHAUST REGISTER SUBMITTALS.PROVIDE ALL FITTINGS,TRANSITIONS.DAMPERS,VALVES CG CENTER OF GRAVITY POC POINT OF CONNECTION AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE ECU FAN COIL UNIT INSTALLATION. CI CAST IRON POD POINT OF DISCONNECTION FLEXIBLE CONNECTION Q ROOM NUMBER/EQUIP NUMBER CONC CONCRETE PR PHOTO REFERRENCE MANUAL VOLUME DAMPER _ S. MAINTENANCE LABEL SHALL BE AFFIXED TO ALL MECHANICAL Q CALIFORNIA STATE FIRE SUPPLY DIFFUSER EQUIPMENT AND A MAINTENANCE MANUAL SHALL BE PROVIDED FOR CSFM PSI POUNDS PER SQUARE INCH OSA OUTSIDE AIR CFM k MARSHAL THE OWNER'S USE.THE LABEL SHALL CLEARLY INDICATE THE ROUTINE DEG DEGREE QTY QUANTITY RA RETURN AIR 11_2 RETURN GRILLE MAINTENANCE ACTIONS WHICH MUST BE PERFORMED TO MAINTAIN THE II��--CFIA EQUIPMENT IN EFFICIENT OPERATING CONDITION OR INDICATED BY 7HE DIA, B DIAMETER R RADIUS RF RETURN FAN LL8BO2�- NUMBER WHICH MAINTENANCE OR OPERATIONAL MANUALS EXPLAIN DN DOWN REFR REFRIGERANT RG(., :j RETURN GRILLE THE MAINTENANCE REQUIREMENTS IN GREATER DETAIL DTR DOWN THRU ROOF REO') REQUIRED RR RETURN REGISTEREXHAUST GRILLE DWG DRAWING RM ROOM RTU ROOF TOP UNIT CFM 6. ALL EQUIPMENT,DUCTS,PIPES AND OTHER DEVICES AND MATERIALS SA SUPPLY AIR INSTALLED OUTSIDE OF THE BUILDING OR OTHERWISE EXPOSED TO IA E OR(E)EXISTING RPM REVOLUTIONS PER MINUTE WEATHER SHALL BE COMPLETELY WEATHERPROOFED. ELEC ELECTRICAL SQ SQUARE SAT SOUND ATTENUATOR TRAP SECTION AND DETAIL DESIGNATIONS B ENT ENTERING STRUCT STRUCTURAL SD SMOKE DETECTOR 7. ALL VALVES,CONTROLS,DAMPERS,FANS,ETC.SHALL BE INSTALLED ®®®® EQIP EQUIPMENT TAB TEST AND BALANCE SF SUPPLY FAN IN ACCESSIBLE LOCATIONS. PROVIDE ADEQUATELY SIZED ACCESS F FAHRENHEIT TEMP TEMPERATURE SR SUPPLY REGISTER (1)SECTION CUT ON DWG M7 SECTION NUMBER DOORS WHERE REQUIRED. FIG FIGURE TOD TOP OF DUCT TA TRANSFER AIR 8. EQUIPMENT MANUFACTURES OR TRADE NAMES IN THE SCHEDULES FPM FEET PER MINUTE TOP TOP OF PIPE TCP TEMPERATURE CONTROL PANEL © ARE THE BASIS OF DESIGN.(FOR REFERENCE ONLY) FPS FEET PER SECOND TYP TYPICAL TG TRANSFER GRILLE 9. VERIFY AND COORDINATE ALL FINAL EQUIPMENT LAYOUTS,SIZES, FT FEET UC DOOR UNDERCUT TR TRANSFER REGISTER ® CONNECTING SERVICES WITH EQUIPMENT ACTUALLY SELECTED FOR GAL GALLONS UND UNLESS NOTED OTHERWISE TURNPC VANES IN DUCTWORK DRAWING WHERE SECTION INSTALLATION. VD VOLUME DAMPER APPEARS 10.FOR EXACT LOCATIONS OF ROOF AND FLOOR OPENINGS,SEE GALV GALVANIZED UTR UP THRU ROOF 110COMBWATION TIRE SMOKE DAMPER STRUCTURAL FRAMING PLANS,VERIFY OPENING SIZES WITH EQUIPMENT H HEIGHT VAR VARIABLE (2)ON DWG MO THIS SECTION SECTION NUMBER FURNISHED. HDG HOT DIPPED GALVANIZED VEL VELOCITY IS IDENTIFIED AS: 17.MECHANICAL SYMBOLS AND/OR LEGEND APPLIES TO MECHANICALHR HOUR VTR VENT THRU ROOF UNE TYPES SECTION® DRAWINGS AND MAY NOT APPLY TOO DRAWINGS OF OTHER TRADES. LAW IN ACCORDANCE WITH W WIDTH IN INCHES W/ WITH DRAWING FROM WHICH 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD L LONG/LENGTH WT WEIGHT NEW DUCT OR EQUIPMENT SECTION WAS TAKEN CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOR RESOLUTION. NEW DUCT OR EQUIPMENT(HIDDEN) (3)DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER >/, / DUCT OR EQUIPMENT TO BE DEMOUSHED THAN NUMBER EXISTING (SCREENED BACKGROUND) STANDARD MECHANICAL FITTING SYMBOLS E --^---^---------- EXISTING HIDDEN(SCREENED BACKGROUND) STANDARD MECHANICAL VALVE SYMBOLS SINGLE LINE DOUBLE LINE 1 SINGLETLINE DOUBLE LINE —III— UNION I g H;(1— GATE VALVE ° ij'O —C1-- CONCENTRIC REDUCER d11= Y y1[r GLOBE VALVE ° K ECCENTRIC REDUCER —4 1— BALL VALVE CH— ELBOW UP 01— CH— ELBOW DOWN g -V(1- THREE WAY VALVE TEE UP MID1 -"9-H- TEE DOWN °-WvD p MOTORIZED CONTROL VALVE _— PIPE CAP OR Wo —1).4-- SHUT-OFF VALVE DUCTWORK CAP RB PROJECT NO.31019 3 DIG ALERT rouln,v7 qi I ,�gr„T*]74 BENCHMARK. - - CITY OF ROSEMEAD IC305S SYMBOLS, ABBREV. & DESIGNATION MAYA, WV u2Ae �\ i�MY1NwOtN9 SHEET D., EV W 4°'°�°008 4 DAYS TOU DIG z w IV AN w.w. F,• ""A� CITY OF ROSEMEAD M0.1 `TCAMEO, 00.0.0ER THAT THE USA DENIM �° 7�800-422-4133 Hoer a.w a wAuur — � '� w"A 'b°"�5 2 mneno 100K CONSTRUCTION DOCUMENT — _ DIRECTORIUM N,.:..oaa'°'° DOROTHY STREET $R =ro n> ORB OOHS100000rr DOCUMENT Cr COYWNTM OF ° `°"� GARVEY PARK GYM COOLING ADDITION .�� A DATE DESCItIPTICN oro DATE Y� rug ' .araexx r3 REVISIONS 0410 ALA D.ABASH NEON]5]]e DALE SHEETS '8 - E. 1 - - - - - --- - - - RTU EQUIPMENT SCHEDULE(BASE BID) BLOWER PERFORMANCE COOLING PERFORMANCE DATA HEATING PERFORMANCE DATA TAO MFR. MODEL SERVING asp CFM(MAX) ESP FACE CAPACITY(MBH) SUPPLY AIR TRIP OUTSIDE AIR TEMP MIXED AIR TEMP FACE SUPPLY AIR OUTSIDE AIR ELECTRICAL OPERATING CFM IIN W.E) EER VELOCITY WB B EFF. VELOCRY CAPACITY TEMP TEMP WEIGHT NOTES(LBS) COOLING HEATING IPPA) TOTAL SENSIBLE DF WB DF 'F DF (FPM) (MEN)BH) DF WFEI V MCA PH HZ RTU-1 CARRIER 48A4D035C-62V00 DAVN1V 510 16,800 6.100 1.25 9.0 420 402 365 55 55 90 69 S0 68 81% 210 352 90 30 480 91 3 60 4,867 1,6.7• NOTES: LOW PRESSURE NATURAL OAS HEATING. PROVIDE FACTORY FLUE DEFLECTOR. • PROVIDE WITH FACTORY INSTALLED VFD d PROVIDE WITH FACTORY INSTALLED ECONOMIZER 6 N PROVIDE MERV 8 FILTERS TO SERVE THE ECONOMUEOSA INTAKE AND MERV 14 FILTERS TO SERVE THE MIXED AIR INTAKE. PROVIDE WITH MICROMETL CRBK- 11-11 SERIES ROOF CURB.ROOF CURB SHALL MEET SEISMIC REQUIREMENTS PER CSC. g 7 PROVIDE WITH AOW-ABAAAAI 1-24 COMPLIANT COMBINATION CO2 AND TEMPERATURE SENSOR FOR DCV AND TEMPERATURE CONTROL FCU EQUIPMENT SCHEDULE(BID ALTERNATE x1) BLOWER PERFORMANCE COOLING PERFORMANCE DATA HEATING PERFORMANCE DATA MINTAO MFR. MODEL SERVING OSA CFM(MAXI ESP CAPACITY(MB10 SUPPLY AIR TEMP OUTSIDE AIR TEMP MIXED AIR TEMP SUPPLYAIR OUTSIDEAIR ELECTRICAL OPERATING NOTES CRA B CAPACITY TEMP TEMP DWEIGHT UN W.4) pB WB WB DB WB (MBH) DB DB (LES) COOLING HEATING TOTAL SENSIBLE •F of F P V MCA PH HZ FC. CARRIER FV4C OFFICE 56 T/5 260 0.5 24 19 55 55 90 69 80 66 22 95 30 208 5.4 1 60 135 t,2 E NOTES: 1 'INSTALL PER MANUFACTURE'S INSTRUCTIONS. POWER EXHAUST EQUIPMENT SCHEDULE(BASE BID) MAX ELECTRICAL OPERATING TAO MFR MODEL SERVING TOTAL ESP HTNOTES g CPM (IN MC.) FLA PH HZ (LBS) PE-1M3 MICROMETL 1090-21404NA910 RTLL1 15,890 106 460 12.8 ] 60 270 1,2 NOTES: 1 PROVIDE ROOF SUPPORTS TO SUPPORT POWER EXHAUST. 2 PROVIDE WITH MAMAC SYSTEMS P.747275 PRESSURE SENSOR/ITRNSDUCER. EXHAUST FAN EQUIPMENT SCHEDULE(BID ALTERNATE 612) TAO MFR MODEL SERVING CFM ESP ELECTRICAL OPERATING NOTES RNME.) V PH XZ WEIGHT(LOS) EF-1 GREENHECK 0.133-C RESTROOMS 910 0.164 115 110 1 60 51 1 NOTES: 1 I PROVIDE DISCONNECT SWITCH WITH NEMA-1 ENCLOSURE HP EQUIPMENT SCHEDULE(BID ALTERNATE II) TAO MFR. MOREL SERVING CAPAGIY EER ELECTRICAL REQUWEMENTS OPERATING NOTES RON31 V MCA PH WEIGHT(LBS) HP-1 CARRIER 25HHA FCU-1 2 11.5 208 183 1 60 161 1,2 NOTES: A PROVIDE MOUNTING PAD. 2 INSTALL PER MANUFACTURER'S INSTRUCTIONS. a 9 AIR TERMINAL SCHEDULE NOM.DUCT CFM FACE 66E MAX.SP TAO MFR. MODEL 96E(W) (MAX) ON.IN)ID (IN WG) MAX NC NOTES S-1 TITUS TND 20 MOO 20 0.11 38 2 53 TINS MCD 20X30 1,200 25X25 0.11 26 2 V SO TINS OMNI 15 775 24X24 0.05 1,2 R-1 "BTUS 35ORL 100X30 15,890 110X]2 0.11 34 e RQ TINS PAR 15815 675 24X24 10 1,2 Yx E-1 TITUS PAR 12 X12 560 24 X 24 24 E-2 TITUS PAR 10X10 350 24X24 0.07 20 2 i TO-1 TITUS TMOOS 22X22 561 25825 0.03 25 2.1 NOTES: Y 1 PROVIDE FACTORY-INSTALLED RE FOIL-BACKED INSULATION St 2 PROVIDE ALL NECESSARY DUCT TRANSITIONS TO FACILITATE CONNECTION. i5 ] RETURN GRILLE CONSISTS OF THREE 36830 GRILLES COMBINED IMO ONE(OPTION FROM TINS). d INSTALL ONE TRANSFER ORAL FOR EACH DOOR FACE,IWO GRILLES TOTAL PER DOORWAY. H9 RR B Ep PROJECT NO.31019 }tl5 DIG ALERT Rc`"waBs.1Bmc:1im ioannu"n"nJ e°ci BENCHMARK. CITY OF ROSEMEADSHEET BE ISSUED BEFORE A 4.47 TO EXCAVATE- _ �uP C®SS MECHANICAL SCHEDULES Aw wo Si x�N6I06n ""�� VALLEY BLVD.RE0 3272 0CV00 FII�'E 01 Q 311.1 «w 001 APPROVED RE F CITY OF ROSEMEAD M0.2 (/'` ^•,a 1-8OO-422-4133 2 IOA6A6 6005 CONSTRUCTION DOCUUENT — --/- D.505l 010 o co....r 69. 1: 1 `mm DOROTHY STREET of $R 1 ,-yo, OAO a + O0160/I sox CONSTRUCTION DOCUMENT — -)-/- DEVELOPMENT + ,.4,4, GARVEY PARK GYM COOLING ADDITION xx g J A DATE DESCRIPTION AWB DATE ........./11...1,11,%e H a MQ Nm6Y., PRESENT AT NE MORK SITE ME CENTEi REVISIONS DATE "4'a SHEETS 0 NICK D.UBRUN MEcti 55378 DATE g31 6,6760 MOON. wrmearcumw,c4 40616 000000 MECHANICAL SY5TEM5 MECHANICAL , MECHANICAL wr o00.0 xon Iaaam..a ❑mlxulupDAxR NxceidcN,51.E [[Ax1IUN0i COMP1uxa aed01a1.E CERTIFICATE Of 0:143040/10.0:143040/10. NecGMpoxi -mist'EO[[oe:v - --- 1,401,40lael - Ng0Eex 0411 Mer.henItalSyrtem.4 N'a¢e x argil ..n. Garver Pork Gym I°i"ve 7/60/200 .... 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MOSEni n x .. `""•••^ wmna.0 92070 j'•.• Bs,ao-len t-- I G..,E$91rneMa I� •7.74- >nar2we .... •'^ ms Eaw R'ewn Da - MasiTe • 01400.187) rmr =1"''"rO"'aw.mwm ram wlading .Go2e29 :owrd. .m km m wPPVIDO xWa"eW rams "M Y C me. _ altm.owra:wr.n«t/w.,r Me ..1 alt.wrwNrN•wm..a os SR rr °' uo.udr.tow:rnanww s. .d..tat. la:lann .le nems. 1.n.,1016mr.r.nen.a m ra:uwnxn ear.las. m .nrMr )Ixo..:a.. WM. ,Mteowr ir0ra.ear:nRON,avea:w,[..ra..l.ewaawrcm/mfens.,.w..".m egrtL IVAnw VAVgyarmr 1.n.,2016 CA 0.1...eryytInc...t.aar4,018Nen.a..1Ceincilant• ...NIG 1 • 1 1 pI t I i 4 Y i g1 3 1 1 N. i PROJECT NO.31019 3; DIG ALERT N'/" p DTMTE N "DBENCHMARK. CITY OF ROSEMEAD PCIS t TITLE 24 FORMS SHEET BE MED a,TORE, TALL OE VELE4 rm A'mow. o.TOIa NuVAlr .1H]DE9.,„. 2 ivxurrurwm _ °°',Vo E•..a° �D yaGrro-rwa,°,�$,"..Y°°"r.xW" APRON%Br lrFJ,%j r.? \ m1 CITY OF ROSEMEAD MO.5 /'v. 1800-422-4133 "� z 10/MIS 100 0009/19 90%c ONMUCTd pOCUMNT _fij_ D yPN k I,°s"a°'°ro DOROTHY STREET OF $N DOMANI BEN DIRECTOR a Calico ITT sao-N ADATE DESCRIPTOR MED DATE ,�ENT 'Tt„u � GARVEY PARK GYM COOLING ADDITION xx la ME.,AT 11+E Word,STE TIE conTR No.Waal TOY CCM.het.eA NOM, REVISIONS 0055 IDC%D.UBRUN MESH 3030B DATE SHEETS Sa GENERA! NOTFYj 1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT SHOW ALL PIPES.DUCTS,FITTINGS.EQUIPMENT AND OBSTACLES.CONTRACTOR SHALL // VERIFY ALL DIMENSIONS AND CLEARANCES BEFORE BEGINNING WORK. 2 COORDINATE T ONE WEEK IN ADVANCE RE ._....................-..tu:::::.:.-e:.1.h:::::::::::::::::::......._................. ._.._L..__.._L_\,' ! ._.............._...._._r_-:.-.-::.:1.::.-::cc::!___._._...-... ...-.1_...........__._............ 3 CONSTRUCTOR.LILY SHUTDOWNOFACEILI�NGTREMOVED DURING EMOLITIONO TO LI r' 3/3 /` PATCH AND PAINT PORTIONS0 L7(,y"" I MATCH EXISTING CONDRION. `-��! ---- !! 4. SHALL P ALL TRANSITIONAL FITTINGS REQUIRED TO El 0/� ROVIDE l4 SKY /' FACILITATE RECONSTRUCTION. ` % E! • I 5. REFER TO DETAIL 02/M3.2 FOR EXHAUST/RETURN GRILLE INSTALLATION. I....... (TYP.12) 1 • it ! 11/� ®Q 6. REFER TO DETAIL 06/M3.2 FOR DUCT PENETRATION THROUGH NON RATED i1.'-!i :7:.::A fI WALL I (//� ( / 7. REFER TO DETAJL 01/M3.1 FOR DUCT SUPPORTED FROM CEILING. 3.i 1� 00 \ 1� 12k6•EA rte(`^ 6. REFER 70 DETAIL 01/M3.4 FOR PIPE PENETRATION THROUGH EXTERIOR WALL II J ,. ( ! -2� 9 REFER TO DETAIL 4 FOR PIPE PENETRATION THROUGH ROOF. /.\\` I Ii/1....._..... ..._ 20kB•EA© ;. ...� 1..!350�1 02/113. �� lam. i,-3,'''' �`' ''NS-,.. 10. REFER TO DETAIL 04/113.1 FOR CONDENSATE PIPE SUPPORTS. S di 1114/ I II' m12 12- 1 7 ��� `�. `oma: 10k10 FA !I•.'�•. i , �" I '".�, 2 : , OEMOLRION NOTES• a II� m1/2'CW / ! m,2k12- i Q7 DEMOLISH EXHAUST FAN.PATCH AND PAINT CEILING TO MATCH EXISTING . , /�,,,`` I 1017113 1,3= �;.� �+eB} (I;,^q, FINISH(BID ALTERNATE#2) E' J ! \j�// ,i '' i�(I I �L✓ i Q DEMOUSH PORTION OF GYP BOARD CEILING AS NECESSARY TO FACIUTATE Y ppk DUCTWORK INSTALLATION.REFER TO RECONSTRUCTION SHEETS FOR C �j� 0 j C 0II�I REQUIRED DUCT SIZES(BID ALTERNATE#T&2). .. ' r j\,,,---'1 --,,,,n,,,----,,,,----,,,,,--- ®p Q DEMOLISH PORTION OF ROOF AS NEEDED TO FACILITATE RECONSTRUCTION � ;/� ..i .i (BID ALTERNATE#1&2). .._- i ......_...1 WI `1•�' I ,/r !560 <� ❑1 OPROVI E EXHAUST GRILLE(BID ALTERNATE 12). 1 ❑2 PROVIDE EXHAUST DUCTWORK AND EXTEND TO ROOFTOP EXHAUST FAN(BID ({.J; "3 -- ALTERNATE#2). _. ❑3 PROVIDE FAN COIL UNIT AND ASSOCIATED REFRIGERANT PIPING.EXTEND PIPING /11;.1 1p UP THROUGH ROOF FOR CONDENSER CONNECTION.INSTALL PER DETAIL li: IL/i' 04/M3.2(BID ALTERNATE#1). '""; iI.�! ® PROVIDE SUPPLY DIFFUSER.INSTALL PER DETAIL 03/M3.2(BID ALTERNATE#1). " • i J. � 1 ❑5 PROVIDE OUTSIDE AIR DUCTWORK AND EXTEND UP THROUGH ROOF.REFER TO DETAIL 03/113.1 FOR DUCT PENETRATION THROUGH ROOF(BID ALTERNATE#1). 0 ;a 1 © PROVIDE RETURN GRILLE(BID ALTERNATE 11). ❑7 CONNECT 1•CONDENSATE FROM RTU-1 AND 3/4-CONDENSATE TO 1- i , , I I CONDENSATE PIPE EXTENDING TO DRY WELL PER DETAIL 02/M3.1 (BID 3.. ,_I_ _�T_. ....r..'.: ...(1...1.. . I...t��...)I...r.(.. _'..................._.__...._I ALTERNATE#1 &BASE BID). I 6 PROVIDE DOOR MOUNTED TRANSFER GRILLE(BID ALTERNATE#2). E 5. ❑e EXTEND 1•CONDENSATE PIPING UP TO ROOF FOR CONNECTION TO RTU-1 ii �.J 11• (BASE BID). li I 2 3 ,, yyy 3/4-CONU.1 I 10 PROVIDE TO SERVE HOSE CW PBIB.INSTALL PERE.CONNECT TO DDETAIL 0STING 2/M3.3P(BASE BID.LY PIPING) EXTEND i' i I I _ j i I m12k02; �jQ i I1 PROVIDE ACCESS PANEL(BID ALTERNATE e1&2). 1 ! ©6OSA ._. eS • I A R P 2 p m 24'x24* ❑ REFRIGERANT PIPE PENETRATION THROUGH ROOF( ALTERNATE#2) i V d,z•. op i' 4' t' 0 ! i' 1. 4' f .• DEMOLITION HVAC PLANISCALE: 1/4•-1'-01 01 RECONSTRUCTION HVAC PLANT SCALE: I/4•-1'-D102 KEY PLAN3SCALE: NTS '300 8 PROJECT NO.31019 4s DIO ALERT aa°Nue.v•"'f,mr¶a,u..°'w BENCHMARK. CITY OF ROSEMEAD Ieypsg RESTROOM AND OFFICE PLANS SHEET avm or RIE.YR vumirou :Zig o "aLLDxz P�wb..w' G°: Dom. mx AMMO (./..`"., us..m, CITY OF ROSEMEAD M1.1 g (/ LL�1-800-422-4133 w z lonlns 100f ccxsmucnou DoauEur B°"'01Dom=or H -'_ .°M�n.i.',�.>rwoDOROTHY STREETofPJl � o- 1 L�/iNns sof D NsY100T1ON DUO ENT W '�'/- �E�LeWM� �TM „�� �aNNN a DALE DESfAIPTW! INS D.,E �'�w GARVEY PARK GYM COOLING ADDITIONXX �gwrmxorwa .0 xo�wREVISIONSDArz auul�e :a.ro:u. SHEETS aynit%D.UMLbI 1V7s RATE GENERAL NOTES: 1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT SHOW ALL PIPES,DUCTS.FITTINGS, EQUIPMENT AND OBSTACLES.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES BEFORE BEGINNING WORK. 2. COORDINATE UTILITY SHUTDOWN AT LEAST ONE WEEK IN ADVANCE BEFORE CONSTRUCTION. g K i � ...................................................................... • ...................................................................._......._.................................................................................................................................................._......._.........................................._0................ SHEET NOTES• 1 DEMOLISH PORTION OF ROOF AS NEC EXHAUST FAN INSTALLATION(BID ALTERNATEEFACILITATE #2). B Ij 1 W I I i I 0 DEMOLISH PORTION OF ROOF AS NECESSARY TO FACILITATE E I I I I 1.;:. I OUTSIDE AIR SUPPLY DUCT AND CW PIPE INSTALLATION(BID a i11 ALTERNATE#1&BASE BID). Y22:31',"--"'' II 0 DEMOLISH VENT UP TO ROOF(BASE BID).IF BID ALTERNATE LI i #2 IS APPROVED,CAP AND PATCH TO MATCH EXISTING I{ ` FINISH.IF BID ALTERNATE#2 IS NOT APPROVED,PROTECT REMAINING DUCTWORK IN PLACE. X 1 i \ p DEMOLISH NATURAL GAS FLUE UP TO ROOF.CAP AND PATCH E X TO MATCH EXISTING FINISH(BASE BID). IIiII 1 OS PROTECT NATURAL GAS FLUE IN PLACE(BASE BID). I! 0 II 0 r 1 0 PROTECT VENT PIPE IN PLACE(BASE BID). ..,._.. _...__.._�..._._..............I p7 PROTECT VENT IN PLACE(BASE BID). Ii OB DEMOLISH VENT PIPE AND PORTION OR ROOF TO THE • II Ili EXTENT NECESSARY TO FACILITATE RECONSTRUCTION III II IIk (BASE BID). I IA rl I' O9 DEMOLISH NATURAL CAS PIPING UP TO POINT OF ,{( DISCONNECT AND CAP.PROTECT REMAINING PIPE IN PLACE 0 I R (BASE BID). 10 DEMOLISH VENT AND ASSOCIATED HEATER UP TO ROOF.CAP I!i I AND SEAL PERMANENTLY.PATCH AND PAINT CEILING TO :,,� -OB SoI I l MATCH EXISTING FINISH(BASE BID). r • i i4 'Ll�`C� I 1.1. ffL 1 Ira 1.4 /r I a I:I n E�lt.-7-.r';c;r 11 Y II II II n� i I II II r iz i 4 II I I I ! pp L I r R i 10 i' ':C1 iDI ❑ g 4 ROOFTOP DEMOLITION HVAC PLANISCALE:O/1s--1•-401 KEY PLAN'SCALE: NTS I00 gR PROJECT NO.31019 !s DIG ALERT A W,E.1,";10*oTM-°'a , r:cc. BENCHMARK. CITY OF ROSEMEAD I IP3055 ROOFTOP DEMOLITION HVAC PLAN SHEET Or MUD Dvm[A-maw TO EEDAVAK �!.ww.o'wu ND,w,9Ux g.,..t .D m+K 9a.x.Dx APPRO.Bn F \ ..r.m, CITY OF ROSEMEAD -M1.2 V's 1-BOO-422-4133xu V�gw r uvr x 10/13/12 rooz cwsTRurnIA IXAS Nr — -/-/- °O1 DIRECKu COLD/UNIT! i.'....:� DOROTHY STREET OF �"'�"� GARVEY PARK GYM COOLING ADDITION $ 1 mAnA. 90X CDN9IRULDd1 DONMENT — -/-/- DfYDDPOM " Ga ,J DATE DESCRIPTION N9D DATE 44•,,,„0,0" � p�NILJe rt[xo :emn XX G` WO.rw o iww pry Vu xonn. REVISIONS DATL R NOR D.UBRUN MECN 35378 DAIS SHEETS a+ VFNFRAL NOTF52 1. THESE DRAWINGS ME DIAGRAMMATIC IN NATURE AND DO NOT SHOW ALL PIPES.DUCTS,FITTINGS,EQUIPMENT AND OBSTACLES.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES BEFORE BEGINNING WORK. 2. PATCH AND PAINT PORTIONS OF CEILING REMOVED DURING DEMOLITION. 3. CONTRACTOR SHALL PROVIDE ALL TRANSITIONAL FITTINGS REQUIRED TO FACILITATE RECONSTRUCTION. 4. REFER TO STRUCTURAL DRAWINGS FOR DUCT SUPPORTS ON ROOF. 5. REFER TO DETAIL 01/M3.1 FOR DUCTS SUPPORTED FROM CEILING. 6. REFER TO DETAIL 04/63.1 FOR CONDENSATE PIPE SUPPORTS. © 7. REFER TO DETAIL 02/63.4 FOR ROOF PIPE PENETRATIONS. 2 1 1�� '�• 4. REFER TO DETAIL 01/63.4 FOR EXTERIOR WALL PIPE PENETRATIONS. 5. REFER TO DETAIL 03/M3.3 FOR PIPE SUPPORT ON ROOF. 6. REFER TO DETAIL 01/M3.3 FOR PIPE INSTALLATION ON WALL OR UNDER [ >._.._................_........................._........._._._...._..._....._......_................................_....__.._._. .._...._.._............_.........._..._......... � CANOPY. r iI... ..Fx..�.�.u.:,.-.M..:::�............�..................-_.... ....1:............ :..........[...........x........[.._........[..._.._.:...._......................................._..........._........._..................._.___..._......._.... ........._....._...;�....__ OS/M}. -STAT/PR SSURE SENSOR INSTALUTION. § III I ii I SHFFT NOTF4 E I• 2O -4- „.. \ T 6(TYP. 2)I I I ® 0 PROVIDE DUCT MOUNTED SUPPLY DIFFUSER(BASE BID). a r • 1I I `.O I( PROVIDE RETURN GRILLE.INSTALL PER DETAIL 07/63.2(BASE BID). • '. II 1 O PROVIDE 1_1/4'NG PIPING AND EXTEND FROM EXISiNG GAS METER iI ®Q 1 UP TO RTU-1.INSTALL PER DETAIL 04/M3.3(BASE BID). X i (` ® \I ® PROVIDE 1'CONDENSATE PIPING AND EXTEND UP TO DRY WELL PER U I� ' 1 IO DETAIL 02/M3.1 (BASE BID). 1 I 321I32' i8'0 6 / ` A :. PROVIDE DUCTWORK AND EXTEND TO SERVE RTU- SE 5 1(BA BID) 1-OND.• , '� I 1/2-CW0V I [ I © PROVIDE TYPE B NG VENT AND EXTEND 3 FEET ABOVE ROOFPER CMC .....'.......... ! (BAS BID). a 0.` - a f) u: _ ' I O7 PROVIDE EXHAUST FAN.INSTALL PER DETAIL 01/63.2(BID ALTERNATE 2. 1�! 00 A� 1 :; I ri. - ® i i 1 III _, i L�}� DM0C"•2) ' O6 OUTSIDE MR SUPPLY DUCT UP THROUGH ROOF.TERMINATE PER DETAIL 'I �F-I1��,-. 03/M3.1 (BID ALTERNATE#1). ! II� 45'X13'SA o I J 32•X32'SA I 0 PROVIDE CONDENSATE TRAP PER DETAIL 05/63.2(BASE BID). �;II1� ' �© ' 10 PROVIDE VENT PIPING AND EXTEND TO INDICATED ROOF PENETRATION v4._. TI Sv m I (BID ALTERNATE#2). I hill I I ! ��� 11 PROVIDE 1/2-CW PIPE AND EXTEND THROUGH ROOF TO SERVE HOSE 1_1/pING' If, N� �'� ® LAr7.r� BIB.INSTALL PER DETAIL 02/M3.3(BASE BID). _ A\ 1 PROVIDE HEAT T0,. 1 ♦� ,� I T- I •J I[�� [ © PIPING THROUGH UMP AND ROO TO ASSOCIATED FCU RI BELOW BID PIPING. ALTERNATEEN#2) I II. -- I j 13 PROVIDE T-24 COMPLIANT DOC T-STAT/CO2 SENSOR(BASE BID). I : 100'X13'RA 5W111 : '; III ID 6'00 I D- / •.([�. I 14 PROVIDE TWO PIECE DUCT MOUNTED POWER EXHAUST(BASE BID). Z III I 32r'X�32'SAJ :! - Z )(TYP.6) 15 PROVIDE PRESSURE SENSOR TO SERVE POWER EXHAUST(BASE BID). �y J t/ 16 MINIMUM 10.OF CLEARANCE FROM OSA INTAKE PER CMC. $ \ II" // 1© REFRIGERANT PIPE PENETRATION THROUGH ROOF(BID ALTERNATE#2) Ii ILII ~ / u I' / ; 18 IF BID ALTERNATE#2 IS NOT APPROVED,ROUTE DUCT AS SHOWN III 3/4'COND. Q (BASE BID). f �6 6'0054 ff/(TYP.2 V� MI I 1 I V 2 _ 11 Il JI L ;L ROOFTOP RECONSTRUCTION HVAC PLAN I SCALE:3/16'.-1'-0101 KEY PLAN ISCALE: NTS 100 i 1 11 rii 1a PROJECT NO.31019 g, DIG ALERT nE 11°atv",�i Dani= ) ) BENCHMARK. -- a'A CITY OF ROSEMEAD !Cy0Ei5 ROOFTOP RECONST. HVAC PLAN SHEET _ .� .ffi ,,.. °-.""`.`°."."E ». a«.x. MA AWAY � A CITY OF ROSEMEAD 3. �IISF 'T-/\� , °T x1-800-422-4133 �� aw Z w s [one/Iv 100x CONSTRUCTION oxuueut D = a x������ DOROTHY STREET of D DEV EN`°�wYTM "� x19 GARVEY PARK GYM COOLING ADDITION XX gY 1 oe/slna sox CONSTRUCTOR DOCUMENT -/-/- + $a J A DAIS DESCRIPTOR AWB DATE /f, gi - � .�owu Ra Eo wox nxr.:u xuvv. REVISIONS OArz mwt 0NO.TO '. SHEETS NICs D.OR. YEG1 15118 DAT: g16 GENFRAI NOTFSL 1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT SHOW AU. PIPES,DUCTS,FITTINGS,EQUIPMENT AND OBSTACLES.CONTRACTOR SHALL 11 ` VERIFY ALL DIMENSIONS AND CLEARANCES BEFORE BEGINNING WORK. J6IMIN 24 IMIN 2. CONTRACTOR SHALL PROVIDE ALL TRANSITIONAL FITTINGS REQUIRED TO ......................_............_..................................._..._....................... . ., FACILITATE RECONSTRUCTION. • _ - - - _ 3. REFER TO DETAIL 01/IA3.4 FOR EXTERIOR WALL PIPE PENETRATIONS. -'- - - `""'^'""'_ _ 4. REFER TO DETAIL 02/M3.4 FOR ROOF PIPE PENETRATIONS. ._- g•�- • __1"`> '+��,f ®(TYP.2) --— -`_ _ ' -_ ,_„4 5. REFER TO DETAIL 03/M3.3 FOR PIPE SUPPORT ON ROOF. 4 ,.. '-m' .,,Yi 8. REFER TO DETAILS 01/M3.1 FOR DUCT SUPPORTED FROM CEILING. g ~-~-~�-~r-!I 36'MIN �~ :: 7. REFER TO STRUCTURAL DRAWINGS FOR DUCT SUPPORTS ON ROOF. 13'X45'S4 J2'%32'S4 . C —_1 8. REFER TO DETAIL 01/M3.3 FOR PIPE INSTALLATION AGAINST WALL OR ,.--C21 I UNDER CANOPY. � 1 \ .I 32'X32'SA U S SHFFT NOTFg �� • i :_L:::_;:;i r:::_;:: 1 O sA • I ^-"� ', O PROVIDE NG PIPING(BASE BID). : I--f 1'COND. ` 1 /` _ r3/4-GOND. 0 k ............. ....) fir- // .......... \\ O2 PROVIDE CONDENSATE PIPING(BASE BID AND BID ALTERNATE#1). L.....__.� _ i h --I I 13 - PROVIDE DUCTWORK AND EXTEND TO SERVE RTU (BASE — - __.____ I . _ 'X45'SA_ j I ___ .____. 0 -1 BIDS. '.I I i i I \ I,,,.,,,,. 4 PROVIDE TYPE B NG VENT,MOUNT TO BUILDING ANDEXTEND FEET ABOVE SII ;; c o I 1 is ROOF PER CMC(BASE BID). I I • OS PROVIDE EXHAUST FAN.INSTALL PER DETAIL /3. (BIDALTERNATEI) M ..I,. 01 M 2 2. C 0 \. © OUTSIDE AIR SUPPLY DUCT UP THROUGH ROOF.INSTALL PER DETAIL 03/M3.1 1 ^� 1 (BID ALTERNATE#1). EX:STILAI LEXISTI``G NG 7 PROVIDE CONDENSATE TRAP PER DETAIL 05/M3.2(BASE BID). S ' 1 --"'-'L'-"""' 0 PROVIDE HEAT PUMP AND ASSOCIATED REFRIGERANT PIPING.EXTEND PIPING THROUGH ROOF TO SERVE FCU-1 BELOW(BID ALTERNATE#1). QG KNOCKOUT WINDOW AT CLEAR STORY TO FACILITATE DUCT INSTALLATION. INFILL THE OPENING WITH GALVANIZED SHEET METAL(BASE BID), 0 I I. 1• 4' 10 PROVIDE 1'CONDENSATE PIPING AND EXTEND UP TO DRY WELL PER DETAIL ROOFTOP RECONSTRUCTION SECTION VIEW ISCALE:1/4--i'-0102 02/M3.1 (BASE BID). 11 PROVIDE HIGH WIND CAP-B VENT(BASE BID). 0 IF BID ALTERNATE/2 IS NOT APPROVED.REROUTE BATHROOM EXHAUST DUCT AS SHOWN.TERMINATION OF EXHAUST DUCT MUST BE A MINIMUM OF 3' ABOVE THE FRESH AIR INTAKE OF RTU-1 (BASE BID). 1 E I a2' CO MIN.'{ 00 B III 30'X10B'RA /1— O 1 ........................................................... .......................................................................................................................................>.........._..................... S 13-X100'RA �3 © 13'X45'SA :i 0 1 R. +. I. ROOFTOP RECONSTRUCTION SECTION VIEW'SCALE:I/4'-1'-U-101 S a it PROJECT NO.31019 i DIG ALERT neww::a-wiDi wnu¶ ruim n BENCHMARK. CITY OF ROSEMEAD pDSS ROOFTOP RECONST. SECTION VIEW SHEET BE x w=g'„A.R4",DP.DQE BEFORE A.PERMIT TO MAYA.- D: 6C'` `" ,\ .b, CITY OF ROSEMEAD M1.4 _ �' Arf D�u.r cw - APPROVED DM. 7-71.7C7'422-4133 w �Au.-r''''.A'.NA'Dr z-IDADns IDDx coNsmucnDN DDeuucur - (( D.I.a CONN.. . °n`L s ora. DOROTHY STREET tA OF T4 PCALM. REL.BER THAT THE L.COLTER LOD.a a rcrliT Ti 1 x mED Dox coxsmuc P_TION DOCUMENT --- .. DEVELOPMENT ,�4 N� I F:�. ,,..0 GARVEY PARK GYM COOLING ADDITION xx $g G DATE DESCRIPTHRI Nf➢DALE NOT REVISIONS DAIS 6'uLV RICA D.UBRUN MECO MMTH DATE SHEETS $s/ ATTACH TO I STRUCTURE ABOVE OHANGER ROD LOCKING NUT I CRUSHED SURFACE EQUIPMENT EI a BASE COURSE FR 6'CAST IRON SEE NOTE i UPPORT NUT Mil IL 6'SCH.40 PVC PIPE If/1' HEAVE DUTY CLEVISNi 111 i:.... ..._...__._._........................... .. ._...__ HANGER e 14 GAUGE ZINC ......-._. .®...... 4AIN WRH MINIMUM 1 PER FOOT SLOPE COATED SHEET I� STEEL SADDLE O A 1L3/4STONEA.n, a N3. FLO-WELL FW(OR EQAL) PRE-FARICATED DRY WELL L MINIMUM 12' I�Illii•�—APPROX.GL':L ALL AROUND B Li=1 INSULATION --- NTITFYD NOTE. 1. PROVIDE PIPE SUPPORT AT EACH VALVES,FITTINGS.AND/OR ANY CHANGE IN DIRECTION 1. PROVIDE TRANSITION FITTING AT DRY WELL INLET TO MATCH PORT SIZE. Y 2. MAXIMUM SPACING BETWEEN EACH SUPPORT SHALL NOT EXCEED 10'-13'. 2. MD OF THE DRY WELL SHALL EXTEND BETWEEN 2'-4'ABOVE FINISHED GRADE. C 3. LINES SHALL BE INSTALLED WTH AS FEW BENDS AS POSSIBLE. 3. ALL CONDENSATE DRAIN PIPING FROM EQUIPMENT UP TO DRY WELL SHALL BE 4. CONDENSATE PIPE SHALL MAINTAIN MINIMUM SLOPE OF 1/4-PER FOOT TOWARDS THE DRAIN. CONSTRUCTED USING LONG RADIUS ELBOW. S. REFER TO STRUCTURAL FOR ATTACHMENT TO STRUCTURE ABOVE. CONDENSATE PIPE SUPPORT DETAILIsEALE: Nrs 104 DRYWELL INSTALLATION DETAILIsmar NONE 102 3/B'DIA ROD(TYP.) SHEET 1'N1BGD. METAL STRAP OVER �O SCREWS DUCT(TIP.) LIMES. 1 O GOOSE NECK DOWN DUCT.SIZE AS INDICATED ON PLANS. i1...." .i- 0 CORROSION RESISTANT SCREEN OVER _ © OPENING.THE SCREEN OPENINGS 60'MAX. _ SHALL BE BETWEEN 1/4'AND 1/2'. L;4■ 0 3O WEATHERPROOF SOIL CURB CAP. 4'MIN. �� O THIS HANGER IS FOR 1'A16Ga.HANGER AI,1L—illi: ®ROOF PENETRARON,MINIMUM 9'HIGH DUCTS 24-DIA AND STRAP(TAP.) e $, CURB AND FLASHING. SMALLER SHEET F. 5 PACK OPENING WITH INSULATION. r METAL SCREWS F. ,� �� O FASTENERSMAGPER O ©BELOW ROOF SHEET METAL CLOSURE STANDARDS I /� ) • 1 IP BELOW ROOF TO RETAIN INSULATION AROUND THE DUCT. L./ /��i,,'- d O 0 DUCT SRE PER PLAN. ~30'MAX. NOTES: d 1. REFER TO SMACNA FOR HANGER SPACINGS. 1 2. PROVIDE SWAY AND SEISMIC BRACING PER SMACNA SEISMIC GUIDELINES. ` 3. REFER TO STRUCTURAL FOR ATTACHMENT TO STRUCTURE ABOVE. Qi DUCT ROOF PENETRATION WITH GOOSENECK1scALE: Ns 103 TYPICAL DUCT HANGER DETAILIsoALE: NTs 101 g P i' WK PROJECT NO.31019 g; DIG ALERT pe 21eq'",,°FT eac IBENCHMARKe -- - --- CITY OF ROSEMEAD C30SS MECHANICAL DETAILS SHEET mavenaz TieOO PERBIT roMAYA, °� a ASKDDaNaN.„ • ANROIDDT F \ 5...301 CITY OF ROSEMEAD M3.1 `T ��',: O.Y. 1-Boo-422-4733 NNE v▪ �41'7 Ionone lEAN OEANTXDCIICN 00011551 — a-/- eiaN v rawurn W ,,,, „171BbeS11EJw^ DOROTHY STREET OF \/� m�n9 s05 rDNSTMDarI�+DOCUMENT — -/-/- DEwaww* ,,4,,,uH ea v, „ GARVEY PARK GYM COOLING ADDITIONPASE117 Et 11.VOW SITE.ME MUER XX Isy,: G DALE DESLRIPTIDN I14D DATE �. r ��lOAN w o rw>Km.�.NOW. REVISIONS DATE \a ULTulX D.UBAAU YECH 35]70 DALE SHEETSy STRAP SUPPORT PER SMACNA - J1 n - STRAP SUPPORT �/ +/ PER SMACNA CC MAX.5'-0',ROT ALL W REND NG. IWWILOL NR 2 /11/// I�,— NOTOSUI3BSTRUTE FIOR 0 0 FLOW FLEXIBLE DUCT D ELBOW N O SUPPLY AIR ROUND DFOR UCT R.13AIR REGISTER SEE 7'. FAN RECTANGULARN �- THERMAL INSULATION FLOOR PLANS FOR CONDENSATE DRAIN PAN SIZE(TEP) DIFFUSER 2 3/q'MINIM�N a �' e / DIFFUSER RTU-1:H=1.25- CEIUNGJ +I'FOR SUPPLY CONNECTION 2 WATER SEAL 2 UNION [=3 -`TSUPPLY DIFFUSER CONNECTION DETAILIsCALE: NTS 103 DUCT COORDINATE H/2'MIN. 5 OPENINGS IN WALL CLEANO `I I l �{---+ C ANGLE FRAME WITH ANCHOR WITH ALL TRADES. PYP.) f R SCREWS TO WALL. ' NOTES DRAW-THROUGH UNR ACOUSTIC UNED 1. REFER TO STRUCTURAL DRAWINGS FOR CORING AND ADORIONAL INSTALLATION SHEET METAL BOX-1 REQUIREMENTS. / DUCT RUNOUT SIDEWALL RETURN GRILLEIscALE: NTS 107 CONDENSATE TRAP DETAILIscuE: NTS 105 I— �-7I- I / RA DUCT i PROVIDE 16-GAUGE ATTACH TO ——J- t/A COLLAR AT ALL FULL STRUCTURE ABOVE ----Ir——— CEILING HEIGHT WALL IIIII�II PENETRATIONS /12 AWG WIRE SEISMIC SWAY UNITSfRUT SIZE AS BRACE o EACH CORNER(TEP.) 3/B'THREADED CEILING GRILLE 4. ERI DWCS. REFRIGERANT PIPING ROD(TOP.4) I11 —_— CONNECTION TO COILRESILIENT MOUNTINGCEILING RETURN/EXHAUST GRILLE DETAIL IscA E, Nrs 02 FLEXIBLE CONNECTION \` v ROD (TEP.) EXHAUST SHALL BE 20'FROM A 11111 SOUND CAULKING SUPPLYNR 4_,_. . ��,IIIII`�� PROPERTY LINE OR ANY L. OPENING INTO THE BUILDINGELVATION SECTION A-A O <��RATIN RECTANGULAR DUCT ) 1 DUCT TRANSITION(TOP.) I ROOF EXHAUST FAN PROVIDE GAUGE WITH COLLAR ATT ALL ALL FULL ACCESS �B HEIGHT WALL PRIMARY CONDENSATE R II1II PENETRATIONS y�` ' SECONDARY CONDENSATE \--CEIUN i 1 ' SECONDARY CONDENSATE DRAIN PAN EV DRAIN(SEE NOTE 2) CURB 1 11111 NDTFT YO FA 9 LB SOUND CAULKING dA GFI•,TION R-R 1. MAINTAIN SUFFICIENT SERVICE CLEARANCE IN CEILING MOUND FAN COIL UNIT PER MANUFACTURER'S FLASHING fl NATION INSTRUCTION. 2. PROVIDE CONDENSATE DRAIN PAN WITH LE A CONDENSATE DRAIN UNE ROUTED TO ABOVE DOOR / (I—A1�--�J ROUND DUCT AND TERMINATE FLUSH AT CEILING TO INDICATE LEAKS FROM THE PRIMARY CONDENSATE DRAIN PAN. /////�7/ /-J�--/-�/- 3. SECONDARY DRAIN PAN SHALL BE CONSTRUCTED OF STAINLESS STEEL WITH AT LEAST 1.5'DEEP AND 3' IV //-///� DAMPER /" /" - �I g LARGER THAN THE LENGTH AND WIDTH OF THE COIL DIMENSION. 4. CONTRACTOR SHALL ENSURE PROPER ACCESS FOR FILTER REMOVAL AND REPLACEMENT. NMS.1 5. REFER TO STRUCTURAL DRAWINGS FOR ATTACHMENT TO STRUCTURE ABOVE. NOTES. 1. ALL WALLS WITHIN THE BUILDING ARE TO BE CONSIDERED FULL-HEIGHT AND CONSIST 1. PROVIDE CORROSION RESISTANT SCREEN TO PROTECT EXHAUST AIR OPENING.SCREEN g OF PLASTER AND GYPSUM BOARD WALLS. MESH OPENINGS SHALL BE A MINIMUM OF 1/4"AND A MAXIMUM OF 1/2'. R 5 GYPSUM WALL DUCT PENETRATION DETAILIscALE: NTs 106 FAN COIL UNIT INSTALLATION DETAILIsCALE: NTs 104 ROOF EXHAUST FAN INSTALLATION DETAILIscALE: NTS 101 AL ii PROJECT NO.31019 g; DIG ALERTS 1°q"'„'Sr TE0`w'a,u� BENCHMARK. - - CITY OF ROSEMEAD SHEET et SAD DAD TOT �P30S8 MECHANICAL DETAILS LpONC V DE.Nm`w (�M A F mss,,, CITY OF ROSEMEAD M3.2 . rn0\E iK oa.o x✓m. AMMO BY. `'. .,� a 4 "T-BOO-422-4133 �A�,4+aw.. I o e o 1wscDNslwcnoNDoauENT 11019 .°'� r.=i 1090 DOROTHY STREET OF IAA - -!-- CDNDIKTI 1p 4.-a,-� ` ... 0 ----\ CAUOCM NOMMEN TNAT TIE LISA rens BOX CONSTRUCTION DOCUMENT — -�-�- oD�D�a „E a „�, GARVEY PARK GYM COOLING ADDITION OF §_ Vi a � lI tHE�y� A DALE 00001IPTIWL OWL DALE 2, g ""�� v=mu D.n.r.\—.11,sr. REVISIONS DATE a W'\ ' SHEETS ay NICK D.URN MECH 35.1/6 DAIS _ GARDEN HOSE VALVE ON ROOF W/ 1VACUUM BREAKER PITCH POCKET,FILL Z PITCH TO I 1/4'NG FROM MAIN �\` TOP OF POCKET THE gpC I I APPROVED,UNE SIZE, 6' PLUG TYPE SOV MOP IN PLACE CAP 0 e I SHEET MOUND 1PRCH POCKET :1� FLE%CONNECTION ROOF z' Ik TO RU E EQUIP.CONN. - v / qW/SHVfNOFF VALVE _ ii 1414 iii.MOMMi 6'MIN. —� I 1/4'NG DIRT LEG = SECURE THE PIPE COLD WATER E EQUIP PAD/SUPPORTS ROOF PENETRATION J PLACES FOR RIGIC g PIPING SUPPLY STRIKE S1DE OF JAMB THERMOSTATGAS CONNECTION TO EQUIP MENTIScuE: NTS 104 ROOF MOUNTED HOSE BIBB DETAIL IBCALE, NTS 102 AND OR SENSOR fl DOOR, PROVIDE STANDARD GAS/CONDENSATE 63/O.C.HIILLT ZB 3 WOCHORSO 48'MA% STRUT CLAMPS PIPING -r—�l._....._I[UNISTRUT(ICC ESR 2302)(TYP.) ,IIID PROVIDE COOPER B-LNE 'Alining DURA-AL CHANNELK WITH 1 III MOM pNPCBRALKETSSREDAND PIPE CLAMPS 3/B'0 11'11 FOR INSULATED PIPING. BOLTS WITH SPRING T-STAT/CO2 SENSOR i PROVIDE CAP BETWEEN ( NUTS y1 OR PRESSURE SENSOR , I�I ' IMEGRAL STRUT CHANNELB' _ BTOP OF THERMOSTAT, J,IYI,B . te ECURE PIIPPE TOED TO ALLOW q WALL ' CONCH,OUREf, 1111' FOR MOVEMENT OF SYSTEM. I yyyCONTROL OAS/CONDENSATE hA I 3 "Y' SECURE COOPER B-LINE PIPING $ Im TOP VIEW SIVE VIEW DURA-BLOK TO ROOF I 24'MA%-t o:g ' DECK WISH ADHESIVE. 2' -25NS U yQg; EXISTING CONCRETE—_________ Y a WALL/CANOPY i 4> 1. FOR SINGLE PIPE APPLICATIONS USING STEEL PIPE OR COPPER TUBING,PROVIDE A +, Vi MAXIMUM OF 6'-0'BETWEEN SUPPORT DIRECTION. N. RIEFER PROVIDE SUPPORT ••••'••-"" ..'LL:y, BLOCK WITHIN 2'-0'OF ANY CHANGE IN DIRECTION. REFER TO MANUFACTURER'S DATA N. B FOR BLOCK SPACING OF MULTIPLE PIPES&PIPES OF DIFFERENT COMPOSITION THAN T. ALL FASTENERS SHALL L LOAD RATED BY THEIR MANUFACTURER. q FINISHED FLOOR a LISTED ABOVE. 2. PROVIDE WASHERS FOR UC SCREWS. LL MAINTAIN MINIMUM SLOPE OF 1 4'PER FOOT TOWARDS THE 3. ALL FASTENERS AND SUPPORTS SHALL BE GALVANIZED OR STAINLESS STEEL 111111 2. CONDENSATE PIPE SHA DRAIN. / 4. SEE SPECIFICATIONS FOR FREQUENCY OF SUPPORTS. 5. CONDENSATE PIPE SHALL MAINTAIN MINIMUM SLOPE OF 1/4'PER FOOT TOWARDS g THE DRAIN. THERMOSTAT MOUNTING DETAIL ISCALE: NIS 105 ROOF PIPE SUPPORT DETAILIScuO: Kis 103 PIPE SUPPORTIScA.E: NTS 101 1 S 5iy li PROJECT NO.31019 4i DIG ALERTS ,"61°w1' n,M=„1 CpOE BENCHMARK. CITY OF ROSEMEAD SHEET SC ISSUED r.o�AVAIV _ /, „46� Doss MECHANICAL DETAILS °°�blK naaoM ,,,ems if/ ' CITY OF ROSEYEAD M3.3 // LLa1-BOO-422-4133 y.�c,'''w•..'d,r z mnen. loo:coxsmucnoN DoaYO.r — Y-- owenan a c�duwrr W '- .�.�.d,o.o DOROTHY STREET of @ I '..c.nos- I ',MPS Roz CONSTRICTION MC-USW — -/-S- BBBUW0wr ("g"�' ;;E,� ,,,�,,, GARVEY PARK GYM COOLING ADDITION $a THE sLENTErg my e GATE DESCRIPTION YPL DALE ���NI * a.am XXg WNW KU Or W.tidy au any. REVISIONS DAIS a-uNl SHEETS a! NiIX D.UBNUN LIEN SUTB DALE SYSTEM NO.:W-J-1127 A O BSI • SYSTFIA Nn c-A1-1150 % � i e II1M ANSI/UL1479(ASTM E814) CAN/ULC 5115 S 111 F RATING-3 Hr. F RATING-3 Hr. • T RATING-0 Hr. FT RATING-0 Hr. LA in L RATING AT AMBIENT-LESS THAN 1CFM/SOFT FH RATING-3 Hr. 0 L RATING AT 400 F-4 CFM/SOFT FIN RATING-0 Hr. B W RATING-CLASS I (SEE ITEM 4) L RATING AT AMBIENT-LESS THAN ICF1A/SOFT SECTION A—A E L RATING AT 400 F-4 CFM/SOF ®'S ma: u 1. WALL ASSEMBLY:MIN.6'(152mm)THICK REINFORCED LIGHT WEIGHT OR NORMAL AY....-=maouI',I' thP1:1111111111111111)6 WEIGHT(100-150 pcf OR 1600-2400kg/m')CONCRETE WALL WALL MAY ALSO BE Y 0 CONSTRUCTED OF ANY UL LISTED CLASSIFIED CONCRETE BLOCKS.MAXIMUM DIAMETER C OF OPENINGS IS 10-I/2'(287mm).SEE CONCRETE BLOCKS(CAZT)CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. 2. INS AL E P CONCENTRIC ONE METALLIC PIPE,CONDUIT,TUBING..A FLEXIBLE ACE PIPE BETWEEN CONCENTRICALLY OR ECCENTRICALLY WITHIN OPENING.ANNULAR SPACE BETWEEN PENETRANT AND PERIPHERY OF OPENING TO BE MINIMUM 0'(POINT CONTACT) TO MAXIMUM 1-7/B'(Omm TO Max.48mm)PENETRANT TO BE RIGIDLY SUPPORTED ON L._ O 0 BE USED; SIDES OF THE WALL THE FOLLOWING TYPES AND SIZES OF PENETRANTS MAY A A. STEEL PIPE: NOMINAL 8'(203mm)DIAMETER(OR SMALLER) SCHEDULE 5(OR HEAVIER)STEEL PIPE. SECTION A-A B. IRON PIPE: NOMINAL B'(203mm)DIAMETER(OR SMALLER) CAST OR DUCTILE IRON PIPE. C. CONDUIT: NOMINAL 4-(102mm)DIAMETER(OR SMALLER) 1. FLOOR OR WALL ASSEMBLY-MIN.4-1/2'THICK REINFORCED LIGHTWEIGHT OR NORMAL STEEL ELECTRICAL METALLIC TUBING(EMT)OR WEIGHT(100-150 PCF)CONCRETE.WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED NOMINAL e'(152mm)RIGID STEEL CONDUIT. CONCRETE BLOCKS'.MAX DWA OF OPENING IS B IN. D, COPPER TUBING: NOMINAL 4 (102mm)DIAMETER(OR SMALLER) SEE CONCRETE BLOCKS(CAZT)CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES TYPE L(OR HEAVIER)COPPER TUBING. OF MANUFACTURERS. E. COPPER PIPE: NOMINAL 4-(102mm)DIAMETER(OR SMALLER) 2. THROUGH PENETRANTS-ONE METALLIC PIPE OR CONDUIT TO BE INSTALLED WITHIN THE REGULAR(OR HEAVIER)COPPER PIPE. FlRESTOP SYSTEM.PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR F. THROUGH PENETRATING PRODUCT:FLEXIBLE METAL PIPING-THE FOLLOWING TYPE OR WALL ASSEMBLY.THE ANNULAR SPACE SHALL BE MIN.0 IN.(PONT CONTACT)TO MAX. OF STEEL FLEXIBLE METAL GAS PIPING MAY BE 1-3/8 IN.THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR CONDUITS MAY BE USED: USED: 1.NOMINAL 2 (51mm)DIAMETER(OR SMALLER)STEEL FLEXIBLE X A.STEEL PIPE-NOMAS .6 IN.DOM(OR SMALLER)SCHEDULE 40(OR HEAVIER)STEEL PIPE. METAL GAS PIPING.PLASTIC COVERING ON PIPING MAY OR MAY NOT BE B.IRON PIPE-NOM.B IN.DOM(OR SMALLER)CAST OR DUCTILE IRON PIPE. REMOVED ON BOTH SIDES OF THE FLOOR OR WALL ASSEMBLY. E C.CONDUIT-NOM.4 IN.DOM.(OR SMALLER)STEEL ELECTRICAL METALLIC TUBING OR NOM.6 OMEGA FLEX INC. IN.DOM.(OR SMALLER)STEEL CONDUIT. 2.NOMINAL 1'(25mm)DIAMETER(DR SMALLER)STEEL FLEXIBLE 2 3. PACKING MATERIAL-MIN.4 IN.THICKNESS OF MIN.4.0 PCF MINERAL WOOL BATT INSULATION METAL GAS PIPING.PLASTIC COVERING ON PIPING MAY OR MAY NOT BE FIRMLY PACKED INTO OPENING AS PERMANENT FORM.PACKING MATERIAL TO BE RECESSED REMOVED ON BOTH SIDES OF THE FLOOR OR WALL ASSEMBLY. FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO TITEFLEX CORP.,A BUNDY CO. V ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL 3.NOMINAL 1'(25mm)DIAMETER(OR SMALLER)STEEL FLEXIBLE 9 4. FILL VOID OR CAVITY MATERIAL.-SEALANT-MIN.1/4 IN.THICKNESS OF FILL MATERIAL METAL GAS PIPING.PLASTIC COVERING ON PIPING MAY OR MAY NOT BE APPLIED WITHIN THE ANNULUS,FLUSH WITH TOP SURFACES OF FLOOR AND WITH REMOVED ON BOTH SIDES OF THE FLOOR OR WALL ASSEMBLY. CONCRETE/PIPE INTERFACE IN THE TOP SURFACE OF FLOOR AND ON BOTH SURFACES OF WARD MFG.INC. WALL W RATING APPUES ONLY WHEN CFS-S SIL GO,CFS-S SIL SL(FLOOR ONLY).CP6018 OR CP604 SEALANT IS USED. 3. FILL,VOID OR CAVITY MATERIAL:CAULK OR SEALANT-MINIMUM 5/e'(16mm) THICKNESS OF CAULK APPLIED WITHIN ANNULUS,FLUSH WITH BOTH SURFACES OF HILT CONSTRUCTION CHEMICALS,DIV OF HILT INC-CP601S,CP604,CFS-S SIL GG.CFS-S WALL MINIMUM 1/4'(16mm)DIAMETER OF CAULK APPLIED TO PENETRANT/WALL SIL SL(FLOOR ONLY),CP606 OR FS-ONE SEALANT INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF THE WALL B PIPE ROOF PENETRATION DETAILISGL.E: NTS 102 PENETRATION THROUGH EXTERIOR WALLISCALE: firs 101 g P I c A � PROJECT NO.31019 AN GOSS MECHANICAL DETAILS DIG ALERT guA" BENCHMARK. CITY OF ROSEMEAD SHEET vrr"c A vw"r Lo nc.":'r [WNW ar LA maa. ��� °C. �'—' ".Yt,m.%:26g.""bTIr""""'"W° APPROVED DIV F \ _ ms CITY OF ROSEMEAD M3.4 0 /� 1-800-422-4133 0 onena AOA CONSTRUCTION DoaN Nl Y om .s'a�,cc DOROTHY STREET OF�(l' O mro>n> BOX CONS RucnoN oocuYeNT DEVELOPMENT \ •N €` •aE•a novo. GARYEY PARK GYM COOLING ADDITION XX a �� A DAIS DEYRYARA 4141 DALE 4, eon g 'L-A 02012 uor.T.,`AT wu"OTm. REVISIONS OAT[ mv1+ ' SHEETS I MN D.UBRUN YEDN 35378 DAiT: dtl 0 460,F—F-r0HZ x 1 I I 0",./�.) POWER EXHAUST WHEN INDICATED it r PRESSURE SENSOR AND TUBING I DISCONNNNECT I I I I PROVIDED WITH POWER FXHARU L \'I1 I MODULE.ROUTE ALONC RETURN DUCT TO OCCUPIED SPACE.O iii Q e ■ ---' MAY PACK LOW VOLTAGE CONTROL Y_111WIRING-VERIFY EXACT NO.OR WIRES REQUIRED. .m11. O v III`I E AQW_ABAMA1 T-24 11111 UNIT CONTROL VOLTAGE 1 COMPLIANT COMBINATION CO2 POWER SUPPLY AND TEMPERATURE SENSOR VIII Q \\I11 I III I lcccun ---- CONTROL WIRING BY MECH.CONTRACTOR 4 PNEUMATIC CONTROL TUNING MY MECH.CONTRACTOR. WIRING BY ELECT.CONTRACTOR. Q FURNISHED&INSTALLED BY MECH.CONTRACTOR. O FURNISHED AMD INSTALLED BY ELECT.CONTRACTOR. ROOFTOP PACKAGE UNIT WITH POWER EXHAUST WIRING (BASE BID) WIRING & CONTROL LEGEND & NOTES g 5 NOTFS 1. WIRE CONTROL TERMINALS FURNISHED IN A.C.UNITS IN ACCORDANCE WITH MANUFACTURERS DRAWINGS. g 2. INSTALL ALL ELECTRICAL&PNEUMATIC DEVICES(RELAYS.TIME CLOCKS,ETC.)IN A U.L APPROVED 9 ENCLOSURE WITH ELECTRICAL DEVICES WIRED TO TERMINAL STRIP. 4 3. USE ENGRAVED NAMEPLATES TO IDENTIFY ALL CONTROL DEVICES. 8W 4. ALL MOTOR STARTERS WILL BE FACTORY WIRED ONLY TO TERMINALS WITHIN INOMDUAL STARTERS.ALL I INTERCONNECTING WIRING BY MECH.CONTRACTOR. g 5. ALL CONTROL WIRING&CONDUIT BY MECH.CONTRACTOR UNLESS SPECIFICALLY INDICATED OTHERWISE 4 1 I i PROJECT NO.31019 DIG ALERTS 1°o�'cuurmwi�unov,�"`2E1 BENCHMARK. - - - -- CITY OF ROSEMEAD ,` SSS WIRING DIAGRAM SHEET ox ISOM MEWL,POLOT TO,•-(‘'.1., . DE Dmw"�'a snYpL°'.°la muArva .I13.1ncv 3�sn /� h °PP°P,c Arc F ` mss„„, CITY OF ROSEMEAD M4.0 �.�4, 1-800-422-4133 IX . �� Da�.. :'mnen° .00:c«+smucna+DowMEwr mu mu ' m'%..+.,0. DOROTHY STREET of amn° 9Di CONS RUDRb DOCUMENT = =i- *`"°""° �� slam�” RE a l,m a GARVEY PARK GYM COOLING ADDITION xx 3g A DATE DESCRIPTION uvu DATE \ r- E you o YR.Tws ru wogs-.. REVISIONS DAM a�' *£M,11'.DIE RCM RC ME CENTER VN1 SHEETS ay NICK D.UDRUN MEOW 35.3]8 DATE LEGEND AND SYMBOLS GENERAL NOTES GENERAL NOTES ABBREVIATIONS ABBREVIATIONS (CON'T.) �--jl 1. ELECTRICAL CONTRACTOR SHALL PERFORM IN BRIEF.THIS PROJECT INVOLVES A BASE BID, A AMPERE R REMOVE 'I-\9-'I AUTOMATIC TRANSFER SWITCH ELECTRICAL INSTALLATION WORK IN CONFORMANCE ADDITIVE ALTERNATE 1 AND 2. AC ALTERNATING CURRENT RR REMOVE AND RELOCATE WITH THE 2016 EDITION OF THE CALIFORNIA AF AMPERE FRAME RL RELOCATED V ELECTRICAL CODE(CEC)AND ALL OTHER BASE BID INVOLVES UPGRADING THE EXISTING AS AMPERE SWITCH RECEPT RECEPTACLE i SWITCH APPLICABLE CODES,ORDINANCES,REGULATIONS DISTRIBUTOR BOARD,POWER CONNECTION OF A NEW AFC ABOVE FINISHED CEILING RCS RIGID GALVANIZED STEEL CONDUIT AND PROJECT STANDARDS. PANEL,AND POWER CONNECTION TO A NEW RTU. AFT ABOVE FINISHED FLOOR RM/S ROOM/S AFG ABOVE FINISHED GRADE CI FUSE 2. CONDUIT ROUTING AND OUTLET LOCATOR AS ADDITIVE ALTERNATE 1,INVOLVES THE POWER RC AMPERE INTERRUPTING CAPACITY SEC SECONDARY SHOWN ON THE ELECTRICAL POWER PLAN ARE CONNECTION TO A NEW HEAT PUMP SYSTEM. ANN ANNUNCIATOR SPKR SPEAKER dDIAGRAMMATIC IN NATURE.VERIFY FEASIBILITY OF AT AMPERE TRIP SUSP SUSPEND,SUSPENDED 6 THE INSTALLATION BEFORE COMMENCING THE JOB. ADDITIVE ALTERNATE 2,INVOLVES THE POWER ATS AUTOMATIC TRANSFER SWITCH SW SWITCH LASED DISCONNECT SWITCH ANY OBSERVATIONS TO THE EXECUTION OF THE DISCONNECTIONS TO(12)EXISTING EXHAUST FANS AWG AMERICAN WIRE GAUGE SWBD SWITCHBOARD WORK SHALL BE BROUGHT TO THE ATTENTION OF AND POWER CONNECTION TO A NEW EXHAUST FAN. SWGR SWITCHGEAR THE OWNER'S REPRESENTATIVE IMMEDIATELY. BKR BREAKER C COMBINATION MOTOR BLDG BUILDING TBB TELECOMMUNICATIONS BACKBOARD e 13. PER SPECIFICATION SECTION'CONDUCTORS AND TMH TELECOMMUNICATIONS MAN HOLE STARTER/DISCONNECT SWITCH CABLES' C CONDUIT TYP. TYPICAL (NUMBER INDICATES STARTER SIZE) a.CONDUCTOR MATERIAL APPLICATIONS: CB CIRCUIT BREAKER MS TRANSIENT VOLTAGE SURGE [EP DISCONNECT SWITCH(FUSED) a.1 FEEDERS:COPPER,STRANDED FOR NO. CIRCUITS AND RACEWAYS CATV CABLE CEC CALIFORNITELEVISIONSUPPRESSION ELECTRICAL CODE HORSE POWER RATED 14 ARC AND LARGER CKT CIRCUIT BON UNLESS OTHERWISE NOTED RECESSED PANELBOARD 0.2 BRANCH CIRCUITS COPPER,STRANDED FOR NO.14 AWG AND LARGER RACEWAY OR WIRING SYSTEM CLO CEILING 120V/208V b.CONDUCTOR INSULATION AND ABOVE FLOOR LEVEL CO CONDUIT ONLY V VOLT,VOLTS 3 MULTI-CONDUCTOR CABLE APPLICATIONS CONCEALED IN WALL OR COMM COMMUNICATIONS VA VOLT-AMPERES T=7 RECESSED PANELBOARD AND WIRING METHODS ABOVE CEILING SON CORP COMPUTER VAV VARIABLE AIR VOLUME i 27N/480V b.1 BRANCH CIRCUITS CONCEALED IN DISC DISCONNECT WT WATERTIGHTa CEILINGS,WALLS AND PARTOONS:TYPE RACEWAY OR WIRING SYSTEM o� SURFACE MOUNTED PANELBOARD DIST DISTRIBUTION W WATT OR WIRE 120V/ZDRV 7HHN-2-THWN-2,SINGLE CONDUCTORS IN OR UNDER FLOOR OR DL DOUBLE LUG WP WEATHER PROOF IN RACEWAYS. CONCEALED IN OR BEHIND DP DISTRIBUTION PANEL o SURFACE MOUNTED PANELBOARD b.2 BRANCH CIRCUITS CONCEALED IN STRUCTURE OR EQUIPMENT 277V/480V CONCRETE,BELOW SLABS-ON-GRADE, DWG DRAWING %'FI.IR TRANSFORMER AND UNDERGROUND:TYPE -H CONDUIT STUB ENDING WITH E EXISTING TO REMAIN WYE CONNECTION R ® DISTRIBUTOR BOARD THHN-2-THWN-2,SINGLE CONDUCTORS CAP EG EQUIPMENT GROUND Y B IN RACEWAYS. J- GROUND CONNECTION 0J02700A JUNCTION BOX.OPTIONAL ELEC ELECTRICAL 4. MAINTAINDM ELECTRICAL MAN HOLE PROPER WORKING SPACE PER IDENTIFIER. EMT ELECTRICAL METALLIC TUBING Ala MOTOR CALIFORNIA ELECTRICAL CODE(CEC),PARAGRAPH PB1035 PULL BOX.OPTIONAL EPO EMERGENCY POWER OFF 3/4"CONDUIT WITH 110-26. ® IDENTIFIER. EQUIP EQUIPMENT 2812 PLUS 1/12 CND. 5. PROVIDE NECESSARY HARDWARE AND SUPPORTS AS REQUIRED FOR ELECTRICAL CONDUR/WIRE NOT ®781015 TERMINAL BOX.OPTIONAL F FUSE,FUSED /// 3/4'CONDUIT WITH IDENTIFIER. FA FIRE ALARM SCHEDULED FOR DEMOLITION PER CNJFORNIA 3812 PLUS 1/12 GNI/ ELECTRICAL CODE(CEC),PARAGRAPH 110-12. 1'C 3N 10 AWC FACP FIRE ALARM CONTROL PANEL +1810 AWG GRD. CACEWAY SIZE WITH FU FULL LOAD AMPERES //// 3/4"CONDUIT WITH 6. THE SEISMIC BRACING AND ANCHORAGE OF SIZESUCfOR CONTENTS ANO GRD GROUND 4812 PLUS 1/12 GLAD. ELECTRICAL CONDUITS,BUS DUCT,WIREWAY,AND GALV GALVANIZE,GALVANIZED z ( DUPLEX RECEPTACLE CABLE TRAY SHALL BE IN ACCORDANCE WITH THE _CIA DENOTES CONNECTION TO GEN GENERATOR +18'A.F.F.(UNLESS NOTED OTHERWISE) CALIFORNIA BUILDING CODE,CHAPTER 16 AND EQUIPMENT GFCI GROUND FAULT CIRCUIT INTERRUPTER 'GUIDELINE FOR SEISMIC RESTRAINTS OF * SINGLE CIRCUIT DEDICATED OUTLET MECHANICAL SYSTEMS AND PLUMBING PIPING HID HIGH INTENSITY DISCHARGE 20A 5-20R SYSTEMS'.PUBUSHED BY SMACNA AND PPIC,OR HOA HAND-OFF-AUTOMATIC +18'A.F.F.(UNLESS NOTED OTHERWISE) THE SUPERSTRUT-SEISMIC RESTRAINT SYSTEM.OR HP HORSEPOWER DOUBLE DUPLEX RECEPTACLE THE KIN-LINE SEISMIC RESTRAINT SYSTEM. HPF HEAT PUMP HIGH POWER FACTOR - APPLICABLE CODES HPS HIGH PRESSURE SODIUM +18'A.F.F.(UNLESS NOTED OTHERWISE) 7. CONNECTIONS TO VIBRATING EQUIPMENT AND SPECIAL OUTLET SEISMIC SEPARATIONS JB JUNCTION BOX •LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN 2016 CALIFORNIA BUILDING CODE(CBC). DRY INTERIOR LOCATIONS. PART 2.VOLUMES 1 AND 2,TITLE 24 KA THOUSAND AMPERES m JUNCTION BOX WITH COVER •LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN KCMIL THOUSAND CIRCULAR MILS (MINIMUM 4'SQUARE OR AS REQUIRED) AREAS EXPOSED TO WEATHER,DAMP 2016 CALIFORNIA ELECTRICAL CODE(CEO), KVA KILOVOLT-AMPERE LOCATIONS.CONNECTIONS TO TRANSFORMER PART 3,TITLE 24 KW KILOWATT 120V.20A LIGHT SWITCH(+42'A.F.F.) ENCLOSURES,AND FINAL CONNECTIONS TO ); MOTORS. 22�6.TITLE ENERGY CODE, LTG LIGHTING 5 CM MANUAL MOTOR STARTER SWITCH PROVIDE A SEPARATE INSULATED EQUIPMENT VV WITH THERMAL OVERLOADS GROUNDING CONDUCTOR IN FLEXIBLE CONDUIT 2016 CALIFORNIA FIRE CODE(CFC), MC METAL CLAD CABLE gy RATED 250V-30A-2P RUNS.MAXIMUM LENGTH SHALL BE SIR FEET PART 9,TITLE 24 NCB MAIN CIRCUIT BREAKER i 2-POLE TOGGLE SWITCH UNLESS OTHERWISE NOTED. MCC MOTOR CONTROL CENTER 9 $2 2016 CALIFORNIA REFERENCED STANDARDS, LLCM THOUSAND CIRCULAR MILS FOR MECHANICAL UNIT 8. ROUTE EXPOSED CONDUIT PARALLEL AND PART 12.TTLE 24 MOP MAIN DISTRIBUTION PANEL PERPENDICULAR TO WALLS AND ADJACENT PIPING. MFR MANUFACTURER TELECOM BACKBOARD 8'94'x1/4', ARRANGE CONDUIT TO MAINTAIN HEADROOM AND TITLE I9,PUBUC SAFETY STATE FIRE MARSHAL MH METAL HALIDE FIRE TREATED.PROVIDE 1/6 GROUND REGULATIONS. WIRE TO SYSTEM GROUND TO PRESENT A NEAT APPEARANCE. MIN MINIMUM 9. WHENEVER A DISCREPANCY IN QUANTITY OR SIZE PARTIAL LIST OF,AP•IICABLE NATIONAL FIRE PROTECTION MTD OUNTEDMAIN S ONLY OF CONDUIT,WIRE,EQUIPMENT DEVICES,CIRCUIT I MIR MOTOR 3 BREAKERS,GROUND FAULT PROTECTION SYSTEMS, NFPA 72,2RIC CATER FIRE ALARM ARS MANUAL TRANSFER SWITCH 19 ETC.(ALL MATERIALS).ARISES ON THE DRAWINGS (CAUFORNIA AMENDED BY CSFM) NEC NATIONAL ELECTRIC CODE g OR SPECIFICATIONS.SER,PROVIDE AND INSTALL ALL REAND SERVICES RED OND BY THE 5 STRICTEST CONDITIONS NOTED ON THE DRAWINGS NF NON-FUSED ,9 OR IN THE SPECIFICATIONS TO ENSURE COMPLETE NIC NOT IN CONTRACT AND OPERABLE SYSTEMS. NO NORMALLY OPEN NC NORMALLY CLOSED P P POLE.POLES PF POWER FACTOR PRL PANEL WO PRIMARY PVC POLYVINYL CHLORIDE CONDUIT i PWR POWER PHASE R PROJECT NO.31019 g; DIG ALERT aiwrsvW"''i g,,�=a'�� BENCHMARK. CITY OF ROSEMEAD _ _ DOSS SYMBOLS, ABBREV & DESIGNATION SHEET EIC ISSUED S 01VALLI.MR KM CIGALLEPT. "1,2t°Daa..W MGRaTD DR ` CITY OF ROSEMEADDU. 1-eoo-422-4733w z lOnehO IOD:caysmucna+DoanEXT (- cin1ncaOonnan. x>n>mT CA Ban . DOROTHY STREET OF 1m�n> DoxsTM�^«^ * — - S- D°�D°� z RE.D: GARVEY PARK GYM COOLING ADDITION G DALE DESUOPTUO N9➢DARE i �i61` XX WOW WU CO ww TLLY WU.NOW, REVISIONS DArz �EA''1SHEETS of mwARD D.eUR1aH MLDT naw DATE r GENERAL NOTES1 I. EOIISRNG CONDITIONS ME SHOWN BASED ON A FIELD VISIT AND EIOSTING ELECTRICAL DRAWINGS. ANY DISCREPANCIES SHALL BE NOTED AND AN RFI SUBMITTED TO ENGINEER BEFORE PROCEEDING. 2. CONTRACTOR SHALL MAINTAN CONTINUITY OF ALL ELECTRICAL SYSTEMS.EQUIPMENT,ETC.REMAINING IN OPERATION. 01,02 02 E1.1 E1.2 3. ALL OUTAGES TO EXISTING ELECTRICAL AND SIGNAL I SERVICE SHALL BE SCHEDULED IN ADVANCE WITH THE OWNER. DC VOT!IY TT. (E)PANEL'A'® 1 4. PROVIDE NEW 150A SERVICE FROM USA TO GYM __ EQUIPMENT PANEL B.SEE SINGLE UNE DIAGRAM 19 �_'^ /....................................__.‘�\ /-.� ON E3.0 FOR MORE INFORMATION. C SHEET NDTE p1(N)PANEL'e' I xf:CYZ:..Pk13 1 I O ®PROVIDE NEW PANEL'B'AT INTERIOR CLOSET. ''......\ 0 NI : I ®PROVIDE(2)2•PVC CONDUIT(APPROX.150')TO ' NEW PANEL E \ \` % I O PROVIDE TAMPER PROOF CONDUIT BODY OR BOX AT g / O• I I ENTRY TO GYM CORE THROUGH CMU WALL CfSLT ': •`f ®INTERCEPT HOSTING 3•PVC SPARE CONDUIT AND fIFL! i B>SFRAI l I ADD NEW TAMPER PROOF 11•%18•GROUND BOX. . / .,, I CONTRACTOR TO VERIFY EXACT LOCATION. ._..._i__...i 4 "i 5 EXISTING 3•PVC SPARE FROM M50 TO SPLASH B `'6 , 0 1 i O ZONE EQUIPMENT ROOM. .� I x_..._......4.........._. ......... cI � 1\ I;I ®PROVIDE(2)1-1/E EMT AT INTERIOR 100' \\ \ •� APPROXIMATE TO NEW JBO% \ ' 1 > I I 1 LIP.,.,?5.!I PROVIDE NEMA 3R 12X12 JBO%FOR BRANCH LOADS. '-'-^�—^ --_ I O PROVIDE UPDATED TYPEWRITTEN PANEL SCHEDULE. ZONE 8 __ i __.— C• ) / 111. 1 II 1 I I i (E)MAIN I ' SWITCHBOARD'USA' i �\ �� I TENS:„_,x'iL'T. ' 1 .' ��_--� 1 i —7--- -\ 'I , I cry) 1i .c.1.470i 1 -- _....�........ _..... i I i t I , 1\._.—___---...---- ) Y ..._. __.. EMERSON PL ! 1 =an UNDERGROUND EXISTING 5p H SITE POWER PLANIscAEE: r-so'-o• 101 !i PROJECT NO.31019 g; DIG ALERT ALERT) )'r�','i a¶'�"T) BENCHMARK. CITY OF ROSEMEAD / �.\ �I�-FOSS SITE POWER PLAN SHEET EC ISSUED towOTEPIET TO to STC. _ ACTO 0 D a OONE ULE Rm nye Da o Nw DD9 MM.Ott r n AN,.m, CITY OF ROSEMEAD E1.0 a °DAIS°� '` w°ro .,, ,,- DOROTHY STREET of -, c.0 U1-800-422-4133 9 12/13/9 1009:000000000000000 BEM Kag , COMM CA b;R Da"""Or`°”M°" q F.,,, ,,.x>a GARVEY PARK GYM COOLING ADDITION XX 10 1 moil sox CONSTRUCTOR DOCUMENT DIRECTOR Or a A DATE DESCRIPTOR NWD DATE t4ar " TEMPT AT III ECM SRL TIC CDOOT wmN MT Cr Woo raY Mu.Ore.. REVISIONS DATE a-EAD TDHEETS 11 WARD TiD.BURIW ELECT tTGDAIS • fFNFRAI NOTE% /^• 1. EXISTING CONDITIONS ARE SHOWN BASED ON A FIELD VISIT AND 4 / l ANY DISCREPANCIES ENGINEER BEG C No D AICAL ND AN ......................._....._!_::::::::::::::::e.::::::::::-:-:i.......................... ...........;...................IL............ L-....._......._......._r:::::____1_:::__ ::::i......................._. ..____..__..._.....[[[..........._ SUBMITTED N ER BEFOREPROCEEDING. j' P 1 2. CONTRACTOR SHALL MAINTAIN CONDNUITY OF ALL It_ �........................... I'q'� ELECTRICAL SYSTEMS.EQUIPMENT,ETC.REMAINING I..�) ' I .... IN OPERATION. J, l' II 3. ALL OUTAGES TO EXISTING ELECTRICAL AND SIGNAL t1.-i� J, j� -fj. ' BE SCHEDULED IN ADVANCE WITH I'�....... SERVICE SHALL THE OWNER. .11E) ii.fl i Y I (\ tl // DFMDI RUIN NOTES; 1•,;\ °; "' l`\"\ "'^ O1 DISCONNECT AND REMOVE ALL EXISTING CONTROL I I: I I..__..._..// i... !I .........i • I AND POWER SUPPORTS OF EXISTING SING EXHAUST FAN MAINTAIN BACK '' `,, J���G'{"``, I, � I BTOR NEAREST J-BOX ABOVE CEILING.MAINTAIN • �'r :I ..,'''' ''''4-1" --(''--..I BRANCH CIRCUIT/CONTROL CIRCUIT CONTINUITY 3 qq ! 1- I 1 i AS REQUIRED FOR ALL DOWN STREAM AND/OR 3j ADJACENT DEVICES TO REMAIN.(ALTERNATE#2) Y I $ • Q121 ? ' p /.; 1� (��} 14 i Q .I , 6 ( 4U k, SHFFT NOTES; y 1 i'I, I O PROVIDE 208V 1P POWER CONNECTION AS SHOWN, 1 (BID ALTERNATE#1) • �, �� r •• �z; aY ,5 l+� t+� lJ" 1 mPa [::,:O ..�... .10 .0 JhG E)HG it J W<. i91 j 1I I I i I ;...c'.: I... :i...i..f.,...I..., .1.........................1......... r:..L..I._'. l...r.''.>..I....r...1...(.........................i.........j I E - • i 1 I A-39,41 >i 1 O/4•C-2#12 ............................-............................................_._............ Mill &1#12 GRD. Y R 0I 2' 1' U' 0 I 2' 4' 8' DEMOLITION POWER PLANISOALE 1/4 -1'-o•I01 RECONSTRUCTION POWER PLANISCALE:I/4 4.1'-o 1O2 ye PROJECT NO.31019 @/I DIG ALERT ',�1°p•2'2 iRTI`o,n LT:,m BENCHMARK. CITY OF ROSEMEAD ��\ [- Q-�m55 RESTROOM DEMOLITION& RE_CON.PLANS SHEET Ix ni TO v TCOMM Of LA 0,..•nov 02130 ` ".'V� ` °� "m w° a �•�g „��°••� . MOUDDO ' 1` /= 255_ ii.mt CITY OF ROSEMEAD E1.1 J �'" 1-800-422-4133 ow v u4r aw-WUWNT 2 IDA3A. ID=CONSTRUCTION DOCUMENT '—T/' p�Ciu Cr cO50w.tt M fl2O12 5 °�%=5,,.,� DOROTHY STREET OF `/� I [NW, On CONSTRUCTION DDCUYENT — -ATE E�DROEN ,�,� ��,. RENO: emv GARVEY PARK GYM COOLING ADDITION Fa 4 Oar''' DATE_ DEscRlPnw NAD DATE IDI:�'�Rt eT� XX 3§3 wt.w WM ISEV V L Nom. REVISIONS DATE D MA1 CBWMO D.BURTCH 800117083 DATE EPSON AT 11.%OW SITC 46 CONED IIALL SHEETS Y Ay GENERAL NTTFSG 1. EXISTING CONDITIONS ARE SHOWN BASED ON A FIELD VISIT AND EXISTING ELECTRICAL DRAWINGS. ANY DISCREPANCIES SHALL BE NOTED AND AN RFI SUBMITTED TO ENGINEER BEFORE PROCEEDING. 2. CONTRACTOR SHALL MAINTAIN CONTINUITY OF ALL ELECTRICAL SYSTEMS,EQUIPMENT,ETC.REMAINING IN OPERATION. 3. ALL OUTAGES TO EXISTING ELECTRICAL AND SIGNAL SERVICE SHALL BE SCHEDULED IN ADVANCE WITH THE OWNER. ............_.._........-.-__...._...._.. — 4. ALL ELECTRICAL EQUIPMENT/DEVICES ON ROOF 9 SHALL BE WEATHER PROOF,NEVA 3R AND+B S A-7 ABOVE FINISH FLOOR LEVEL 1 3/4.0-2#12 =IF................ 1 & 1#12 GRD. ( 5. ALL ELECTRICAL ROOF PENETRATIONS SHALL BE , SHEET NOTES: 3 a mPROVIDE WEATHER PROTECTED OUTDOOR GFCI k RECEPTACLE.CIRCUIT AS SHOWN.(BASE BID) 3 LI ❑2 PROVIDE FUSED DISCONNECT SWITCH.RATING AS (WP) SHOWN.(BASE BID) ❑3 MOTOR RATED TOGGLE SWITCH TO BE PROVIDED • BY MECHANICAL,WIRED BY ELECTRICAL.(BID 4 1 ALTERNATE#2) C I ®© Q PROVIDE 20BV 1P POWER CONNECTION AS SHOWN. 9 ( (BID ALTERNATE#1) 5 PROVIDE 120V 1P POWER CONNECTION AS SHOWN. (BID ALTERNATE#2) 1 © ALL CONDUIT AND WIRING FOR PANEL'B'BE - - ROUTED THROUGH ALMA 3R 12X12 JBOX. • 11 B-7,9,11 200AS VAD €111.; 3/4'C-3#12 110AF • anima: &1#12 GRD. SPJOA. .._. B-31❑1 (WP) 2OAF 3P y$ Fel ,•( ) �(WP) , Ca 7 11-1/2'C-3#1 i 5 00 V. V &1#6 GRD. i A-40,42 •(No 3/4"C-2#10 ___&1#12 CRD. n — 0 ( ;u 10 1 g R ROOFTOP POWER PLANIscALE:3/16•-1-0102 "aps lG PROJECT NO.31019 g0, DIG ALERT vg ',(p'.'i,,.Tnw w,`m®; BENCHMARK. - CITY OF ROSEMEAD �� �1[p wxgg ROOFTOP POWER PLANS SHEET OD ISMJED DECORS• :M EXCAVATE' >-�`* 1 CITY OF ROSEMEAD El 2 aCAUTON: 1,100.1861 THAT IME US•CENTER 6. ,w.mO DAT2 DEREK�Dw lo.unr '0. M""ab."€"x'�M PERM SI: w n e„ DOROTHY STREET OFti �1-800-422-4T33AV x IOAeAx loox CONSTRUCTION DO[])NEH1 —7 DIRECTOR DEyMuwlr ND njru ^o.,DnR i y a w 1 MI/D2/12 ADx CONSTRUCTION DOCUMENT — -f-i- DEN IM v,..,,,.. ;.,,,,0.,... aE a ,s<.a; GARVEY PARK GYM COOLING ADDITION a A DALE DESCRIPTION IIPD GATE 1� ..M "'M XX Yg '�� NEC.Wu OE TM.rav•u ROOM REVISIONS DATE EDWARD D.BUR1BA ELECT 17083 DALE SHEETS AY GROUNDING WIRE CONNECTED TO ELECTRICAL PANEL: A IERISnRD EOUIPMEM La STORAGE 01102 VOLTAGE/PHASE:200nx0V.1e.3W FED.MOM:6WNSVOTCH00AR0 COPPER BAR WITH 1/4' uOSUFFUSE US AMPS 0A RARNS•.1o.ocon HOLES AND 3/0'SLOT AT NEVA.1 MMM BREAKER:Lao 2'O.C. uNnrc, e o • S SEE BURETS Buy xDW 50l tam lTGREC 11uSCI B oar PoLE M PS B p E LOADS / Krc ErvPLuc M. I AILI, _Iisn 2021 IL„.40.4.4[05643.,. L iDIE....P70'0102,...,5 _... INSULATOR * �( 1 9• UFF CE LLUGSECOIIRi� � - ..415 + 5� 6 __ 01140 I NOR1H LTs il" 1 ..._. s zon zon 1 I- —_RTH us__.... SUPPORT_...___ .__........._,.._....., _. r .u_ souiHLis BRACKET LxH.�usrFM3 _ o x ! SPACE }( I2021 COUtifLle - IGC iii... ,/ SOUMLTSD -� :_ ....'En IOn C� HO SThx1b1E_ ' 0 ......__.____.... } 13 xon A"'ion 0J..0 �mdnous .._eriiiriius _� _....L:I «_ 1 a 20A A zon s 1 SOU'DELID p j I �.0 0 E4�� r ORiHus •y o v zon_ -- -I _— ` T noFF.0 irtlLos 1 —� ""`" so ss (((zon ...ISA i i no i y j ` 0 COPPER GROUND LUG Waniiis 1 •I r b z1 )zon "Tsn x o _-- 1 Ex snNc wnO— 0 0 I BOLTED TO GROUND BUS i SOUTHLTS 1 I.1 1 i— 50 z3 ISA A-ssn x 1 zxo 1 00100DEL �e 0 0 p (TYPICAL) SCORE eaw ,1 15A A ssn 1 Deaucs I0. q0 1.1511.Lon 1 z mn A I no 1 SCOREBOARD AI COSTING L 1 1 I xon A ssn 1 - I ENS ounETs SELF-EXPANDING ROOF DEM, I 3 sn z xo ANCHOR BOLTS O O E im { .r I ,L n • s n 1 .. sn3a LOAD AS REO RED �,� I 0' . zs 7 i s 35 n n 4 0 r I NEo5L s (TYPICAL) 1I #3/0 S ITS CONTACTOR f Y n I SVACE ... TOGROBUILDNGWGR UND CONNECTED d KIM I I_ ....- { rs z rs s - 1OR PROVIDE GROUNDING ROD ..___........_ 1 ._.�_...... _ 1ST__..,.._., E 1 nw 3/B'LOCK WASHER �.._ (TYPICAL) TOTAL.- tszbo VOLTM.PS TCHMA.E.MODEL.ARA ac 3/B NC x 3/4-HHCS TOTAL.- 1s.0050LTwvs 130 AMPS 0055mm EXISTING RATND AS SHOWN (TYPICAL) La• 3 56 WLTAMFS z.NEW LBAD/WVnKli C TDT,vA.aL• 35.410 VA 0 z.Ov.10- 1.0 AMPS GROUNDING BUS BAR DETAILISGLE: NONE 101 " I PANEL, B....._...........Ew 0BN:STM4GE10 ... ...._._. VOLTAGE/PHASE:._.....115.351__M_ ._F_(_.....O MAJNEWTOODAPD b'• KE BUA.T:05 .SA PATIN._.'Il OGOA .WA.1 MAIN BR'uER: 15M IMOS SEE l SURFER 1TJ-AFu' 0p5 ABC W� TMS I I• SEE IN00 RATE TO A B c aT 1 LE1 ar 1 1B •e Lo Goll 1 _ SENO _ FINISH GRADE RASP mus t.. ao 3 p 1 n mn ) 1. a ......:...:- Sq. 451: �3'�� ��$4$i$4hA- W1 }_ =on _: �� ��kPi BACKFILL B ....... • • ............ .. 1.,r .A. ..._.._._... ..._......_ METALLIC TRACER�;;, , I. f 19 :•+•99•t•—•112" zu T . �# , NATIVE#N#S#* BACKFILL S0 � �S SAINI DINE NOS L.. I ri;. _ I- '1NoB..._i. `? _. .. .....1...---s"—"__....... ''W,.i� w PVC SCM.40 PVC TmuaA-21.500 VOLT3 MA30 AMPS CONDUITS 110,160.21.500 w.TAAss TB Mw 10..0C•21.600 6 2VOLT >O MF • 1COe AM. TB0LswEL-30625 VA 0.NOV.32• s3 AMPS 1 NOTES: 1. PLACE CONDUIT IN TRENCH,FILL,AND COMPACT TO ROD REPAIR AREA TO MATCH SURROUNDINGS.BACK FILL IS TO BE FREE FROM LARGE ROCKS PAVING MATERLAIS,ETC.THAT MAY CAUSE 8 PHYSICAL DAOAAGE TO CONDUIT. !A 2. PROVIDE 'MINIMUM RHIYSDED ER iEETS,HIGHWAYS.ROADS,ALLEYS,DRRE IVEWAYS.AND LOTS. B 3. BACKFILL TRENCH WITH ASPHALT TO MATCH EXISRNG CONDITIONS. S 5 1 CONDUIT BURIAL DETAILISCALE: NONE 102 1 1R li PROJECT NO.31019 3w DIG ALERT r.'IV'i"...,Z..,7,,„°,... 'BENCHMARK. CITY OF ROSEMEAD C30SS ELECTRICAL DETAILS & SCHEDULES SHEET 02 ISSUED SEEM A 900111 To.cw.ATF• COMMa u / �,om1600.wn 61/c w "°"� � B R E 16LL E aw.. 0 0FI 0'20 "m wED�n BIT B Pit .1# 01..<.01 CITY OF ROSEMEAD E2.0 1-800-422-4133 La.O� z lo/Spa ID.CONSTRUCTION DOCUMENT - -/-- 3oLz I0`z�iass2b.low DOROTHY STREET OF �(1 e 00/50 Dox CONSTRUCTOR DOCUMENT D°i` D`S COLORANT �� TIT AO. ,;;,4„" GARVEY PARK GYM COOLING ADDITION OF ga DALE DESCRIPTION NPD DALE ? 1,�,T "'�� p.m sw o<Mgl ROE SILL Nom. REVISIONS DATE aULs PPESOIT AT THE KW SITE TA ON.PAL SHEETS I IOVIARD D.BURTCH ELECT 17083 DArz gy Is i 9 E 1 a ?'IST20(TAT'-+PVCs-'TLAR HAMMER MAIN 010 0120100 S AROAIEIER"110,0 4 AfiCi.,49::'/7:T:..'.N.,4W,G.:>;0d0. ® RECONSTRUCTION SHFFT NOTES. 4;i:04 �,I 0 SEE SITE POWER PUN E1.0 FOR MORE INFORMATION. • I• •i• ! O PROVIDE PLACARD ON PANEL'B'STATING'SERVICE I 1000 ."CA ?.GOA .1COA n 1500 a 200 0 20A. 200 ^,20A A.200 h • 150A PANEL A'IN NORTH—WEST STORAGE ROOM." : .3P 3F' 7^r r,3P aJ 3F i/3P A.3P ,2/OP 4.!30 %+P . 3P i O PROVIDE PLACARD HN PANEL O STATING'SERVICE PANEL'B'IN SOUTH-WEST STORAGE ROOL1.' • I m TO TO B^_OSIER PANEL 'Tt' \`• POOL '>R: C BALL 4 LIGHTS PUMP 'LA' )(MAR `` BUi1.0100 A O3 YPVC-4,91/0 i 1 ........_.......; R 1/6 GRD :.e PV iAPPROX LENGTH:450' VD:1.854 :..................................................� TS)F CSF^F .R SOA' 3P. i PANEL g SWITCHBOARD'MSA'LOAD SCHEDULE VOLTAGE 480Y/L7N.3a4W NEMA 34 CO $ BUS 400A AIC Rating 42600 CIRCUIT NUMBER EQUIPMENT KVA FLA BREAKERS REMARKS AMPS POLES GROUND EXISTING LOAD 223 268 EXISTING LOAD•25% BUS PANEL'S' 01 97 150 3 NEW PANEL PANEL'A'ADOITION 2 3 LOAD ADOEDTO PANEL'A' I FGFNO' Q EXISTING n2n TOTAL 306 366 NEW 5 u5N yp?E� SINGLE LINE DIAGRAMISCALE: N.T.S. 101 e0 • PROJECT NO.31019 s DIG ALERT Ac°iwtm:wa'a ,wnnu¶ urn BENCHMARK. CITY OF ROSEMEAD � �'CwQ38 SINGLE LINE DIAGRAM & SCHEDULES SHEET OE w, w�E� :�„T`°Ta;�TEMIND'CC '"'"�b'"1252 ELL, .CE°D«DN.DD4 AF9ROWDBW. CITY OF ROSEMEAD E3.0 S�r� A'PERMIT TO ENCAVLIV � ".gas° °o° °"" _ LN MI 17,712';'91-11*.G� D_ ::t.a' o DOROTHY STREET OF g T BOO-422-4733 s ID/IsAe Hoz cw4smucna4 DOCUMENT -/-- DDRwwn $y 59/00/N DDx CONSTRUCTION DH6wENT ^W CIE z� 1� GARVEY PARK GYM COOLING ADDITION XX E ,� DATE oESORIPTIDN WO DATE �. "� NraR Tvu EI AT ar ,ww ms NU RDTw.,WILL REVISIONS DATE uwt ' 00 u 1 D0 SHEETS 1$ REINFORCEMENT STRUCTURAL STEEL STATEMENT OF SPECIAL INSPECTION CONCRETE I. All REINFORCING BARS 9VLL CONFORM m ATN A-615.GRADE S4 CRESS NOTED I. FABRIGJNIW ND ERNE OF STRUM.STEEL 91V1 IN IN ILCO0)010 MIN THE I. CONTINUOUS AND PEROOC SPECIAL ERECT.6 REWRFD FOR THE WON AS DESCEND DI CW 2018 1. CONCRETE IS RIRFCRCID AND CAST-RI-PLACE TWEE ERWRE NOTED. 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PIMPS STRUCTURE.SRR SMUTINW afNFE FOR MRAOEiARN W WON1G110N 2 ALL PHASES 0 WORK PEAfNNNG m IK CONCRETE COSIRUCIIOI 9NLL COEONI TO IF GRADE 15 NST 6 USED IN PNU OF W NST*110007 111191 C0NSEM OF 11E EWA 2 5)505 44 SIERT 5%0111000WF m TE 00D96 ATM 06G400N: z FIN VEA91C4104 AND WHO.0 5[85 915 SOLS REPORT. DC LATEST E TIERON 0 WEB DIALER D]OE 04405 a15 FOR 001005REINFOCa G'WENN FRAM CONGNONAL DBAR,COITAL CO104 003.REW9,96AR MNL W 11101(,ND TIE 0110 URN 0 W III sSaFiADGE FOR IDDUNC6 FOR VERNAL REIN,AND COURTING BEN NNGnDN4 REAR 901 BE EnIER ASN .NL WEE FINNS DOPES A992 GODS W 4. CONTENT'S SEC/DEFECT.FIN AMS 01.1 6 REQUITED FOR ALL SIRUCNN.SRl ME NG, CONCRETE COMINUCTION AVD WEMLT A-1M(F060 LST]CR ASN A-011 OWE CO.MM OPAL 11EW SIRO4IH 8140 INCEPT FOR WOE PASS MR W3M 10T MEET.5/1K 0 SGE WOANG USPE06 OWL BE ON 1011615 NOT GREATER RN 18 TCR. c AR PLANS AST1,CODE 50 AWS EC-I CERTIFIED. 3. ALL maw.AT THEM AIL COVE A 00NW%WMPR69YE SMFGnI AT 2B Gl$ 0.51100E MRS N AST ON GRADE ASN A36.36 HOD 04 ISS(RECTNGUVR AND SQUARE) 010.GRADE B AND A YN WATER GENT PAID M/C N fOLLDWS: z ROM Of EIIHORCEYRrt(INCWDwG TAU WRONGAWL BE NOT BE CONENIBSa.NS(RW4D) ASW,MADE B S 510ATIWAL.WOOD.RRWD SE0AL INSPECTION IS RENTER FOR WOW SHEAR WALLS,SHIR PADEN =ANN 500X014 W/C 1105 0 CONCRETE I.PPE ISI,GRADE B MD 01.1.11,INCLUDING TUG.Dam AN 00010.ADD WEN FN..0 00000)NIS 0 520000NLY SHOWN ON NE DEM.WIDE 910A11 EN 1115 DRAWINGS 111500//01 G ALL LOCATIONS WM. 2500 PST 030 WEN WR. SCOL MEW A ALL 01104=OC1ND.SENOXR Asn,NUDE 50 BRACES.STEN P.M.RE MEW FORCE ME NGWMM.IS U0E#P 0)WOOD O�0NWT x RENNET DDINFRIN TFFOR WW RIB ON GLIDE 2Nn1 PST 0.15 fgPUY.WGNF A WELDED PENN SPALL COMPLY MIEN ASN A-1116 fr60 164 STEN WALLS,SHEAR PROS AND WPM.EN RNG WIRE.HMG,ANtlp*NG NDS WEER B.WELDING ENN 0011CONFl wl AWS DI.1 T ] 3. ALL SRL MALL BE FRW00 O A CITY 01D5 ANGLES LICENSED FABRICATOR. FASTEN5 10 01150 COUPON.15 OF AHE 5®IIC-FORCE-N64nNC SISTER.WEE DE FASTENER 4. ID MORE ICON ONE GRADE 0 CONCRETE SIM.BE ON TIE JOB SIZE AT ANY INC SLE C WRONG OF ENWRORM 500 9WL M P0110RYED W MRDRS CORED B/DE SIL9IG 0 INE 00)000G 6 WOR:IRE 4 INCHES GI CERN(O/C}D6PEDTIDG SRL FE0 LILY 0 U A WHEN FABRIGTG BEIJ6 PONE HANPIL CALRAA IP. PFRg01ED BROE COEAwG d ALL STRUCTURAL WTIES SNARL 0 DEIGNED BY N APPROVED MEMORY AND 0.USE NOV ELECTRONS 5. NL FLANGE 5ER[R PLATES SCOL BE ORDERED 50 THAT ROWS RECTOR OF NW L FCONTRACTORS RESOLE. *0) CONBTRATION 0 A WE OR SEWN FORCE RESISTING GBE STARED410 ND SEED W A MIL ENGINEER LICENSED N CUM. s I5 PNM111 WEE DROWN Of 0040040 STRESS. ASTM/COYPONEN9 160D N IHS STARER 0 SPECIAL DE ETON WILL STEW A HDRET E CONCRETE Yq PROPORTIONING 9X11.DEET STERNAL STREWN REWRITER 0 ACL 3. MELDED MSE WYE SHALL BE CODE 0 COLO MAN WIRE MD S1WL CONFORM m NN 001ENN1 0 06FY0)511Y 10 THE macron MD RE OVER PRIOR m TIE LOwENGY➢11 0 301 AND WTI..ND DESIGNSWEMMNG WIIPUANCE MN 5D)070 00(NMEN6 i0 a 9'UQ Y01006 ONLY MHE NDEAIID WORN ON SUCH A STEN 0 COMPONENT PM 550 1104.0. BE MEWED TO NOR FOR REVIEW. A-1E15(F6+65 LST].IOWA LE AT 59106 OF 10 Nab.MORE ME91 N Ml SNEER OXY.ROLLED 116N 6 NOT ACCEPTABLE OFFSET aD-UPS N ADNCEN19EE15 1. YECW0GL rool00NG NO THREADED PAVE 1. WERE(4 0.4100 Of YaPERFORM 006 NO ASSEMBLES 6 OMO ON THE PRUDES A FARENATORY 1, CONCRETE STRENGTH TEST REPORTS 0011. IN COPVAICE H1H ACI 316 ANO SHALL BE m REAM CONINUDM UPS. SDP,SHOAL 1SPFl1OE OF 11E 0)0000 D 0115 WALL BE RENEW WDM SECTOR,10000 111E SNEER 10 SWR I. PFNFOGNC STET SHAD WYE THE FOLLOWING CONCRETE cam.56 W FOR A BOLTS AND 1GUOED PARTS SELL owe.m NE FDINNI0]ASTI DE509000 FABRICATOR 6 METERED AND wawa lo PERFORM 9X1 WORE 00100 SHOAL INSPECTION. mamas: a Na SERIWTN 8015 N23% APPROVAL RALE BE BI15E0 UPON RENEW 0 00 FABRICATORS 50200 PROGDUPAL AND 0INY B CONCRETE MDES SCOL BE PREPARED MIH TEE[/Y 1001UN0 MEW...HO m d ERNS AMI BFO015 BGS V.N.O. 02X.60.18 WMAW MUDS AND PERIODIC ARMING 0 FABRICATION PERCES T N APPROVED SECT ISIS 0104. A CONCRETE 086 2 I/O All HEADED RODS UN.O. 01554.036 ERECTOR AGM.AT MIEEIN1 0 5e0A16H TE APOMED 0002010)MILL SINN A 5 B.0000CONCRETE 0105 .NST FIRM(OIEn THAN RIM) 3' A TIE ROW 0554.GR36 0)GICAE 0 COYPWNS 10 TIE MINING OPTICAL STATING 141 THE MON WAS PERMED IN 9. CONCRETE 1(D61210 060040 RA ASH WY BE USED FLY 401 SEN.CONFORM W11 T C FOYER CONCRETE W*150 14(EwN Y c NaDE AT NON-YOYDIF ROVE COWER 80.4 R (1554,CR56 00W�NW 511N ISE APPROVED mammal acaoa R 02401)TON 9911 BE 5001�IE 0 NN C618 AND 99=RACE LP 10 255 PDNAND mar BY WDGM.WERE D.CONCRETE ONOSD TO WAITER(I6 MD 0005) 2' I.NCNDS Ai GEM ERNE WINE BAR:R 01554,.105TERMINGAPPILIYAL 0 FMRGIAR CO18REE 6 MEM EtPOSFO VERIFY NH INE FROECT N011ECT DE USE 0 RA E CONCRETE=ONO TO MATO(dAIN 5 SMALLER) I-1/f n NUFS� N'aDff BOLTSDBOLTSINSPECTION SCHEDULE AM p F.9X5(INCLUDING DAB 9ATVmNC FARM),WALLS,AW 10 MEWL NEEM WNGIRE ADREGRS CARL CONFORM TO NN CU.TEM MERGE L UNDRO ED WASNMS 9844 1VPSOREORN CCOEREFMENCE 0.149 NM NOT=DIED m MEANER(III MD SEWER) I' ll PINS W19ElS .VIS 018.221 CONCRETE AGGREGATES SHALL CONFORM 10 NN CAN c G OMEN 00NLR01E G1(POSED TO MEANER I-1/2 k BMW WARNS ANSI 01821.1 CONCFEENORL Cl/CR=11E51 ® Il.WA16 USED N Y001C CONCRETE SCOL WNFORI MTM STN CIW2 S. IS IAS UAGA R1Nf0 00 BARS WW1 x50 R SPIIQD(SEPT IS LOWED X81 SHOTCRETELYORL WCTABLEIDSH ❑ ymy 155 AM ON EEE DGMIN6. 11 NO 5001040 BIAS NH 0114116 S ISDN 9141 0 OF MSC SPECECATIONS B RIGH STRENGTH MI5 WW1 IN INSTALLED DI 15 09*0NEN MOM BONY HYS WN 0E 0446}amN RDNFORCDNEEB CBC.1052311053 D➢ 12.THRONG"CLEAN AND ROWER AR HARDENED CONCRETE NO 445090'SURFACES TO S 0ONIDEO S.PERE CRASS 0'SPIKE UNLESS NOTED 00RiNSE.NC BASS IN ROC.HIGH 5nENG1H 8015 FOR STRUCTURAL BE BEATING 110E RWM r0EIDS ROUND FROM POST INSTALLED ANCHORS COC TABLE 1793 S0NS0CCAPPRWAL 1➢ RFIDYE NEW CONCRETE. HOF.AWL BE RONDO°m A ML NPIn1.CE 01/4' kW.SCOL BE ammo 0,VINIC 48 BN OWNERS.2'-O'WENN.13011111 NE FROM INE SHEAR RTES E 4325- • TRESS NOIEO O1IERWL4. WNL SEXES SHALL BESOBC6W.VERTICAL BASS ANL NOT IfSRCLD ECM AL �' STRUCTURAL STEM CBC NOS] N0)5010M SUPPER,SUN 4S ROOM DR R.LEMS DENIM OINWAI50.ALL G ILL BW W mama 511111 WVE A WAWA OF TW0 3/40 BOER STRUCTURAL STEAL MONO CBC 11053 0 13.N0 MO WALL POUR JUIN N 91001 ON 1140 RADS AN MARE FROM POUR BAR ENING AT THE FACE OFA MNL CONN OR BEAM WALL MEND 10 WON 2'OF NGNSIR0OMBOLTINO CBC 11051 ❑ 201115 SHOWN ON 115%N6 ELSE PROM W NE OWED'S REPRESENT. IN FN FILE MD HC.E A W DEGREE NON.MEW ODERMY SDN. 0.ALL HOLM SHAD.BE SEMEN DANNER NACCER1.00 OEC 1105A ❑ 14.WERE DONOR EIFYEM5 0400 9 COND.,PIPES,ANE DUNN IT NE TO BE 6. BARS 5101 BE RELY SUPPORTED IND ACCOUTER PEND N NORM WINE W E FRONDE MELD WASHERS ON All WNECWA6 MERE ROPE STEFAN 6500 119110400DPHNAGM CBC 1E55.1 O RNID MIEN CONCRETE Yat.01 09*01MINS.W WY 15*0 1 Y4IERAL 00.M GP STANDARDS,WOE 10 ND SUPPORT ENS N 9DIRO1 i0 00005)0 11 WET WEE 120. PROUD NEE maws 00 ff 0201 D OEAS N HEA 02 AVL®ONCE NECESSARY FOR WIT AND ACCURATE WONG.PRONTO CONKS m WT.ALL ERUCTED)MOO CBC 1105.10.16183.11] SEENWEABWE ❑ 0 DOSE maws ANO FOR IEP COVE 50(105 00 COMM.RAIL 400.0 MIN OD FORTED TEFL CBC 1R5.10]61T05.113 ❑ YEP 505 81004 00 W LEP DOOM WS OEWIR1ENF RCM TO RIAS THESE 00015 SNARL AL PGM I9NR,UIIfM SHOWN W 00*mama.ALL 0240 k0 F.Mf1D06 0 9NIEIEI) OR TENDEDIF5CSR PAPE SHALL ff NAM ONLY WERE C P05)01S WDWN OE CONCRETE INNE5 RIR 9WL BE AMEN N CONY N W ES WW1.BE ACCLMU8ELY SET N RACE BEFORE 00040 NEMER.NO WNW 0 SPECIMEN Y SHOO CN THE STRUCTURAL DNW❑DS N SUCH INTA11C6.IONI 115 OMEN DEEP FOUND.10000( CBC WAN 1109.1 ❑ Po59BLE NEM NE WEDDED EIFN(1S AND 9ULL NOT BE INTRNUPIFD. A/INFORCMER 200005(Kamm0 T.015010)9141 BE ION AIMS 1mom02 W NE FASRNR6 CR II9ENF1 PINTS SU1 BE PROFANED,AND STALL CONFWY i0 CAST pUCE06Pf0UW. CBCIA5Eli05.B ❑ DRESS OR APPROVED BY THE MON.W SUB NO BEN RENFOROMEM SI/BE 5UPRD0MARY 0E02E11Cn 51 MENRER 9101 RWOEtETT 6 ANY=FORA cn IS 10)01 CU GROUT 9WL COVE A WNW 28 DAY.0)12 4.S1W]IGM 0 ON.N I CMFN NN SPECIFICATION. SOL COWDEN CDC TM 81702.6 =EAR REEDIT FOR CONTANCE 0 1500 PA USE%Wall-(LARK 125151)W'RAPD sir(LARR 11964). 1. DRAMN4 910A RICE BE&RHONG COGN31 a COMM.5411 PRRAE DEEMED 8. AFTER FABRICATOR ALL AER SHALL BE CLEANED FRE 0 12119,LOOSE PDLL NNE AND II.NEC.CONCRETE 05002 ROCK POCKETS.N0R130116,003)110,EIC)RALE 0 0000041 RENO 0 ALL 10*50*Vs STRUM awn NALNG,SEES,=was. 011 UPS,NTmmE20014 NM CONLwE R00AB0 BY THE STRUCTURAL DENTS.APPIICNIE FOUNDATION RENNET AND PRICED N WELTED BY THE OWNERS 0PRESEN.E CODE MD TRADE TALARS.CWT LION SHALL NOR EPD00MG O9PECD1 0 Ari 9. PENN 015 AT SPLICES OF PARTS HAYING IRE ALAN I/O 5110074 E N 01100E.SS. ADIUSMMS RDD DECAL COWRIE INCH ARE PRIMED N RACIER DEW.m I. CONDUCTOR 9141 CONf00T I1N2NIE i(GYAIDG RENAL IMFAV3D9L COGnD1S I%*a 0150 0vm f N DPM 6 PRESENT N NE DRILLED PDE HMS: EMIRATE RID PLACEMENT OF RO=CDAC TER NO CONCRETE 10.MAW ANCGR SMAS MD INTERNED SAWS COWL BE NELSON GRANULAR RU-FI ED, H ADE66E SOL CONDEONS ME NOWNTEEO,IRE NIECES 0 A SODS POKER A A CONCRETE YIX MN A STREAM 0 1,000 PST GREATER 11U.V RE 95Ci1G11515 B ILL PRINCIPE 0000 MALL RNPIAE MN A STANDARD 4100)NAND UNESS MO SW.BE WOE FROM WEN ENDED WW CORDON STEEL.CS0Oa(G TO A-150, /+D/0.q 4ODGST MDY 0 REQUIRED. NED ANNE WIN A WNW 0 0000 P3 NO YAY M/C.0.42 MILL BE USED. 5LL PRLWT REAM 0101011.PEM 0005 SCOL BE NNE CND Raw 9010111 EP/P6 4015-TWO WITH A 001 }DEE STRENGTH 0 W,WO P9(CDA a B N.LNNTLRE TINT REDUCES THE PROEM 0 SaNEGTC9E OF PNIE/IDiEG16 BE BEM MER ANY PORION OF TE 050 6 ENCASED IN=CRETE 2129).SERO MOND INSPECTOR AND TESTING SPALL CONFORM m NS DTI. 2 ALL FOOTINGS WALL BE FOUNDED A I N 0 24'um DE LOWEST ADD.CENT CODE NO nD NATION 0 PASTE SHALL 0 INCWDED. 11.000000 ERR ANCHOR SRR*9011 0 NELSON Da GUMLA0 FLTI-IID REBAR A UMW 0 If WO NEW COIL 0)00EV'FN WYLR6 UNLESS NORM CRIMN50. 9. ILL 02 SPOON ME GAS 0'UP RHO LEES NOTED 00)0x51 5X6 W APPROVED E0A1-NO SIAL B WOE 0 100 CANON NU ROLLED SIM. ]. 1500 PSF WOWIBIE SOL BEARING RERUN WAS USED IN 1115 DESIGN A WINE TEM STRENGTH 0 80.000 P9, SND WELDING INSPECT.MD 10.NECINIGL MR=WALL BE GR.CN COINER MRI(ILC IN1-2195,UM 11.115 AAL/CONFORM TO AWS DI.1. o 12.2)SCR GRADE W CODORI G m ASIS 915 OR ASIX AEW OR OATDN A F%GVARN 06) BE R1OpERRY BOOMED.MY FAL SCOL.If CDPALRO m A UNION.COURIERS(ILC INR-0129 URR 121501)FOR CODE W,15 WORN.TO 12 HOT DP GERM IN NCORONW MIN ASN Al"AND ASN ANSI 02/0SIMCILEAL STFIl IMAM 0 SINS RETAIN MPATDR y ISDN 915 OR APPROVED EDW. MO FASTERS DDT ME PERWMHRY ENO=10 IN WITHER RPM GLVMD2NG S. LOGE ND PROTECT(ERG nuns m RERAN WING AND/OR MDR CD6TIICgM1 3 MOR WORE IN ALWRWBE WIN NN AEW. / F II.011 MNL FW1BC R 01040 A Drt SITE 000 AWNS All CORNERS MD(VENO 36 AND LOAD CARER CAPACITY OF IIE STEELWORK 9.WI BE fi. 0310.15 WARNED FOONDS,NNE,EIC WHIG mama NH NEW CDSIIRIICII51, 3 BIR DNER16 W IB OWES WNILIEYID 6 Lw®V.UNLESS NOTED MECI,ffi. 13.PINED 301 10THE RAI. 0 FA90CA1ID11,99P1TENB,OR SCUM PROCEDURES,1)0000HWF RE UNLESS OMERA3E INDICATED. 9 12 110 YE01N0N,PW00)40 NO ELET0O1 ENAMOR P.IES 11WI 4'NM STALL COMPLETE PROCESS 1K 514300 0 Al.60AV00)00 WEEPERS AND 7SS0NNS SWJL BE Y BE RER40iTD MEIN AT LUT ONE(1)LAYER 0f 618/7Y2.9112.9 WELDED CONE(END RAMMED. 1. G M DIE OWNERS RDMFSRTAThE F ANY WED STRUCTURES NOT NOCATaEN N ,W HOOKED9. NAVE HUDDOWELS(I3 AT 12'ON CEDERS)Nm DE STRUCTURAL 948 CESSPOOLS.OSRiOS FOUNDATIONS,RC,ARE FOUND UM65 NmEO mNFA`NCE FOR PAM CRATER DUN 4 1106 TOG(MISE PFWATNNG I1.DIE WOIPILIGL STULL BE RESPONSIBLE FOR THE CONIRO 0 NL BECTON N.WN N THE TIPICILERRE DETAIN 0 00.0 AVO SWUa[6 MM REUOW m 1RD'D611NE 0PFBRDWS MST MRD B THE CONTRACTL3N000.6=ELY R4ONSBM FOR(GYN.PROCEDURES INCLUDED 9WNWLE 11.031 x MORK UNDERPINNING AND RORER.0 ENING CONSTRICTOR 13.ALL STRUCTURAL CONCRETE DDElTS REWIRE 00*110CE11EM SNS NO PINK CONCRETE I5.ALL 95604E SDR REWIRED FOR MEC.*WENN SHALL M INCLUDED AT NRA1 0 RIME BROW BEANO ROANNC WALLS AFI(=OWE0 WOW(FIN MINED 0540115 ARE USED.ALL CONCRETE SUBS SEEL LVE A MINE.0RRCEMEM BD MID COT 61N4E NO SCOL ft REI10YID 111101 APPROVED 0Y IND g6ENY Roy DESIGN SODEN INCE MUNE MD EF WALLS BELOW GRADE FROM UIRRAL PEDCFMI10 0 0.16 ENTAL WAY CONTAINS. 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