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Energy Efficiency and Conservation Block Grant Program Specifications CITY OF CALIFORNIA CONTRACT DOCUMENTS 0 1 Components FISCAL YEAR 2011 2012 8838ROSEMEAD CA 91770 TELEPHONE SCHEDULED BID OPENING JANUARY 18 2012 Replacement of HVAC Units Roof Ductwork Components a R 1I BIDDING DOCUMENTS 1 Notice Inviting Bids NIB1 NIB 2 2 Instructions to Bidders ITB1 ITB10 3 Contract Bid Forms CBF1 CBF11 CONTRACT AGREEMENT 1 Contract Agreement and Insurance Requirements 2 Performance Bond 3 Payment Bond CONTRACT APPENDIX Part A General Provisions 136 Part B Supplemental General Conditions 16 Part C Construction Documents Part D Asbestos Lead Survey Report Part E Asbestos Lead Technical Specifications CITY OF ROSEMEAD NOTICE INVITING BIDS PROJECT No 201201 NOTICE IS HEREBY GIVEN that the CITY OF ROSEMEAD California will receive sealed bids up to 130 colockma on Wednesday the 18th day of January 2012 and they will be publicly opened at 0101mafor Energy Efficiency and Conservation Block Grant Program EECBG Replacement of HVAC Units Roof Ductwork Components For Rosemead Community Recreation Center PROJECT No 31002 The project consist of replacement of nine 9 rooftop units RTU and all auxiliary components patching of roof accordingly asbestos and lead paint abatement an add alternate to replace entire building roofing material and other related work as described in the Specifications and Contract Documents by this reference made a part hereof The esngineer estimate for the base bid is 0100800 and for the Alternate is 0100200 The successful bidder shall have thirty 30 calendar days to complete the work Liquidated damages shall be 50000 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 5692177 for a non refundable charge of 0205 and 040 if mailing is requested Each bid must be accompanied by a bsidder 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 No bidder may withdraw his bid for a period of sixtyone 61 days after the above bid opening date The CITY OF ROSEMEAD will affirmatively insure 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 Pursuant to Section 1773 of the Labor Code the general prevailing wage rates in the county or counties in which the work is to be done have been determined by the Director of the California Department of Industrial Relations These wages are set forth in the General Prevailing Wage Rates for this project available from the California Department of Industrial Relations Internet web site atwhgcdwtoatiwpvr The Federal minimum wage rates for this project as predetermined by the United States Secretary of Labor are set forth in the books issued for bidding purposes NIB 1 entitled Proposal and Contract and in copies of this book that may be examined at the offices described above where project plans special provisions and proposal forms may be seen Addenda to modify the Federal minimum wage rates if necessary will be issued to holders of Proposal and Contract books Future effective general prevailing wage rates which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates Attention is directed to the Federal minimum wage rate requirements in the books entitled Proposal and Contract If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor the Contractor and subcontractors shall pay not less than the higher wage rate The Department will not accept lower State wage rates not specifically included in the Federal minimum wage determinations This includes helper or other classifications based on hours of experience or any other classification not appearing in the Federal wage determinations Where Federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor and subcontractors the Contractor and subcontractors shall pay not less than the Federal minimum wage rate which most closely approximates the duties of the employees in question The US Department of Transportation DOT provides a toll free hotline service to report bid rigging activities Bid rigging activities can be reported Mondays through Fridays between 800 am and 500 pm eastern time Telephone No 1 8004249071 Anyone with knowledge of possible bid rigging bidder collusion or other fraudulent activities should use the hotline to report these activities The hotline is part of the DsOT continuing effort to identify and investigate highway construction contract fraud and abuse abuse and is operated under the direction of the DOT Inspector General All information will be treated confidentially and caller anonymity will be respected 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 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 Service Agreement is proposed for January 24 2012 Dated this 2012 GLORIA MOLLEDA CITY CLERK Publish January 9th and 16 2012 INSERT PUBLISH DATES NIB 2 Energy Efficiency and Conservation Block Grant Program EECBG Replacement of HVAC Units Roof Ductwork Components For Rosemead Community Recreation Center TABLE OF CONTENTS Paqe 1 AVAILABILITY OF BID DOCUMENTS 1 2 EXAMINATION OF BID DOCUMENTS 1 3 INTERPRETATION OF BID DOCUMENTS 1 4 INSPECTION OF SITE PREBID CONFERENCE AND SITE WALK2 5 ADDENDA 2 6 PREPARATION OF BIDS 2 7 ALTERNATE BIDS 3 8 MODIFICATIONS OF BIDS 3 9 SIGNING OF BIDS 3 10 BID GUARANTEE BOND 4 11 SUBMISSION OF SEALED BIDS 4 12 DELIVERY AND OPENING OF BIDS 5 13 WITHDRAWAL OF BID 5 14 AWARD PROCESS 5 15 DESIGNATION OF SUBCONTRACTORS 5 16 LICENSING REQUIREMENTS 6 17 DISQUALIFICATION OF BIDDERS INTEREST IN MORE THAN ONE BID6 18 INSURANCE REQUIREMENTS 6 19 REQUIRED BIDDER CERTIFICATIONS 6 20 BASIS OF AWARD BALANCED BIDS 6 21 FILING OF BID PROTESTS 7 22 PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS7 23 EXPERIENCE AND TECHNICAL REQUIREMENTS 7 24 SALES AND OTHER APPLICABLE TAXES PERMITS LICENSES AND FEES8 25 EXECUTION OF CONTRACT 8 26 OWNER RIGHTS 8 27 BSIDDER RESPONSIVENESS 8 28 BSIDDER RESPONSIVENESS CHECKLIST 8 29 CONTRACT BID FORMS LISTS OF SUBCONTRACTORS 9 30 RESPONSIBILITY CRITERIA 10 u 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 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 lsocation and at the tsime 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 Any request for an interpretation or clarification of the Bid Documents must be submitted in writing by Bidder via telex telegram or facsimile to the Project Manager Oswner 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 writtenfaxed Bsidder 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 ITB 1 e Contract Appendix PartA PartB Part C Part D Part E General Conditions Supplementary General Conditions Construction Documents Asbestos Lead Survey Report Asbestos Lead Technical Specifications Any Addenda Issued by the Owner Each prospective bidder is responsible for fully acquainting himselfwith the conditions of the Project 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 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 45104 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 telex telegram 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 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 NA 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 IIIM 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 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 a 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 venturer or partner appointing and designating one of the joint venturers venturers or partners as a management sponsor to execute the Bid on behalf of Bidder Only that joint venturer or partner shall execute the Bid The Power of Attorney shall also 1authorize that particularjoint venturer or partner to act for and bind Bidder in all matters relating to the Bid and 2 provide that each venturer 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 venturer 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 csashier 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 791905 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 ITB 3 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 192905 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 furnished by the Owner or one substantially in conformance with the Oswner form if previously approved in writing by the Owner Certified or csashier 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 lefthand corner thereof Bid of Insert Name of the Company for Energy Efficiency and Conservation Block Grant Program EECBG Replacement of HVAC Units Roof Ductwork Components For Rosemead Community Recreation Center 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 Bsidder sole responsibility to ensure that its Bid is received as stipulated Bids maybe submitted earlier than the dsates and tsime 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 11tNE 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 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 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 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 2the 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 a 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 Bidder in an amount that exceeds one half of one percent05 of the Bsidder 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 twentyfour 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 REQUIREMENTS Pursuant to Section 710258 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 Subcontractors must possess the appropriate licenses for each specialty subcontracted Pursuant to Section 75028 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 lsicense currently held by that Bidder and each of the Bsidder 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 Ownerwith 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 currentMABsest rating of no less thanAVIII licensed to do business in California and satisfactory to the Owner 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 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 Oswner 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 nonresponsive any bid which unevenly weights or allocates overhead and profit to one or more particular bid items Bidders may file a protest of a contract award with the Oswner Project Manager In order for a Bsidder protest to be considered valid the protest must A Be filed in writing within five 5Working Days after the bid opening date B Clearly identify the specific accusation involved C Clearly identify the specific Owner StaffBoard 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 Oswner Project Engineer or other designated Owner staff member shall review the basis of the protest and all relevant information The Project Engineer 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 engineer to the City Engineer 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 Section192905 authorized to do business as such in the State of California and satisfactory to the Owner 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 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 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 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 ITB 7 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 Bsid 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 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 Bsidder representative 28 BSIDDER RESPONSIVENESS CHECKLIST The Oswner 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 partnerjoint 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 111M 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 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 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 45107 of the California Public Contract Code Bidders are required to list all Subcontractors whose participation in the Contract will exceed onehalf of one percent05 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 percent05of 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 typeportion of work work to be performed in the Contract Pursuant to Public Contract Code Section 4104 the Owner has determined that it will not allow Bidders twentyfour 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 Bsidder 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 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 ITB 10 Energy Efficiency and Conservation Block Grant Program EECBG Replacement of HVAC Units Roof Ductwork Components For Rosemead Community Recreation Center KYC37UY7i77i3iI 11k11ZG441II0OA1Y SECTION 1 BID SCHEDULE SECTION 2 BID DATA FORMS 2A BID BOND 213 LIST OF PROPOSED SUBCONTRACTORS SECTION 3 NON COLLUSION AFFIDAVIT CBF 12 SECTION I BID I SCHEDULE I BID SCHEDULE SCHEDULE OF PRICES FOR ROSEMEAD COMMUNITY RECREATION CENTER HVAC REPLACEMENT PROJECT PROJECT No 31002 NO ITEM DESCRIPTION UNIT OF MEASU RE EST QTY UNIT PRICE ITEM COST 1 General Conditions LS 1 2 Bond Insurance LS 1 3 Demolition of existing RTU units including all auxiliary components Disposal of Waste Materials LS 1 4 Plywood Sheathing Replacement allowance 800 sf SF 800 5 Wood Framing under new Curbs LS 1 6 Roof Patching Including Flashing Sheet Metal Sealants LS 1 7 New Roof Top Units RTU Curbs LS 1 8 Ductwork Pipes Conduits and All Mechanical Components Including Air Balancing Relocation of Existing Exhaust Fans LS 1 9 Electrical work LS 1 10 Asbestos Abatement Base scope SF 11 Lead Paint Abatement Base scope SF 12 13 14 Dollar amount in written form CBF 1 1711 C ALTERNATE BID ITEM 1 Dollar amount in written form TOTAL BASE BID PRICE INCLUDING ALTERNATE BID ITEM 1 Dollar amount in written form Note The City of Rosemead reserves the right to reduce or increase the quantities of any items in the schedule of bid items above within the limits define in Section 321 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 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 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 csashier 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 Ownerfor execution within five5Calendar Days following the Letter ofAward for the Contract and will deliver to the Owner within that same period the necessary original CBF 2 UNIT OF EST UNIT ITEM NO ITEM DESCRIPTION MEASURE QTY PRICE COST Alt1 Replace entire roofing with a SF PVC Thermoplastic Membrane Mechanically Attached Alt1 Asbestos Abatement Bid Alt 1 SF Alt1 Lead Paint Abatement Bid Alt 1 SF WOMEN 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 15USCSection 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 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 he Contractor Bidder understands and agrees that when requested by Owner he shall provide 1 evidence satisfactory to the Owner of Bsidder California csontractor lsicense 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 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 3 Aillilli L 1 PER SQ FOOT PRICE FOR FLOOR TILE MASTIC PER LINEAR FOOT PRICE OF ROOF FLASHING PER SQ FOOT PRICE FOR STUCCO REMOVAL PER SQ FOOT PRICE OF PENETRATION MASTIC MOBILIZATION CHARGE IF CONTRACTOR ALREADY OFF SITE PER LINEAR FOOT OF TSI INSIDE WALL CAVITY By Signature Type or Print Name ritle BsidderCsontractor State of Incorporation Partners or Joint Venturers Business Street Address City State and Zip Code Telephone Number Bsidder License Nsumber NOTES 123 By its signature on this Bid the Bidder certifies under penalty of perjury the accuracy of the representations made on the Contract Bid Forms If Bidder is a corporation enter State of Incorporation in addition to Business Address If Bidder is a partnership or joint venture give full names of all partners or joint venturersAs 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 authoritv to do so CBF 4 BIDDER SECTI BID DATA FORMS CBF 5 iuvaa 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 Bsidder name and page number 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 being not less than ten percent 10 of the 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 Rosemead Community Recreation Center HVACRoof Replacement 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 Principal By By Signature Surety 20 Signature CBF 6 26 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 onehalf of one percent greater than 05 of the Bsidder Total Bid Price or in the case of bids or offers for the construction of streets or highways including bridges in excess of onehalf of 1 percent of the Csontractor total bid or ten thousand dollars01000whichever 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 twentyfour 24 additional hours after the deadline for submission of bids to submit the information requested by the Owner about each subcontractor otherthan 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 than05 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 onehalf of 1 percent of the Csontractor total bid or ten thousand dollars 01000 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 3WreA 23 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 Name and Location of Subcontractor Name Name and Location of Subcontractor Name Address Description of Work to be Subcontracted Description of Work to be Subcontracted Name and Location of Subcontractor Name Address Description of Work to be Subcontracted Name and Location of Subcontractor Name Description of Work to be Subcontracted 20The 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 Address of Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed 04 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 Name and telephone number of person familiar with project Contract amount 4 Name and Address of Owner telephone number of person familiar with project amount Date Completed Type of Work Date Completed CBF 9 BIDDER SECTION 3 NONCOLLUSION AFFI CBF 10 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 Subscribed and sworn before me This day of 20 Seal Notary Public in and for the State of California My Commission Expires CBF 11 Energy Efficiency and Conservation Block Grant Program Replacement of HVAC Unit For Rosemead Community Recreation Center PROJECT No 31002 CONTRACT AGREEMENT This Agreement is made and entered into this day of 20 by 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 insert Name of Company a insert type of entity corporation partnership sole proprietorship or other legal entity with its principal place of business at insert address hereinafter referred to as Contractor City and Contractor are sometimes individually referred to as Party and collectively as Parties in this Agreement 2 RECITALS 21 Contractor Contractor desires to perform and assume responsibility for the provision of certain services required by the City on the terms and conditions set forth in this Agreement Contractor represents that it is experienced in providing insert type of services 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 City2 Project City desires to engage Contractor to render such services for the insert Name of Project Project as set forth in this Agreement 3 TERMS 31 Scope of Services and Term 31 General Scope of Services Contractor promises and agrees to furnish to the Owner all labor materials tools equipment services and incidental and customary work necessary to fully and adequately supply the professional insert type of services maintenance services necessary for the Project Services All Services shall be subject to and performed in accordance with this Agreement the exhibits attached hereto and incorporated herein by reference and all applicable local state and federal laws rules and regulations 312 Term The term of this Agreement shall be from insert start date to insert ending date unless earlier terminated as provided herein Contractor shall complete the Services within the term of this Agreement and shall meet any other established schedules and deadlines The Parties may by mutual written consent extend the term of this Agreement if necessary to complete the Services insert Name of Company Page 2 of insert last page number of agreement 32 Responsibilities of Contractor 321 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 subject to the requirements of this Agreement 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 Agreement Any additional personnel performing the Services under this Agreement on behalf of Contractor shall also not be employees of City and shall at all times be under Csontractor 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 Agreement and as required by law Contractor shall be responsible for all reports and obligations respecting such additional personnel including but not limited to social security taxes income tax withholding unemployment insurance disability insurance and workers compensation insurance 32 Schedule of Services Contractor shall perform the Services expeditiously within the term of this Agreement and in accordance with the Schedule of Services set forth in Exhibit B attached hereto and incorporated herein by reference Contractor represents that it has the professional and technical personnel required to perform the Services in conformance with such conditions In order to facilitate Csontractor conformance with the Schedule City shall respond to Csontractor submittals in a timely manner Upon request of City Contractor shall provide a more detailed schedule of anticipated performance to meet the Schedule of Services 323 Conformance to Applicable Requirements All work prepared by Contractor shall be subject to the approval of City 234 Csity Representative The City hereby designates insert Name or Title or his or her designee to act as its representative for the performance of this Agreement Csity Representative Csity 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 Csity Representative or his or her designee 235 Csontractor Representative Contractor hereby designates insert Name or Title or his or her designee to act as its representative for the performance of this Agreement Csontractor Representative Csontractor Representative shall have full authority to represent and act on behalf of the Contractor for all purposes under this Agreement The Csontractor Representative shall supervise and direct the Services using hisher best skill and attention and shall be responsible for all means methods techniques sequences and procedures and for the satisfactory coordination of all portions of the Services under this Agreement 326 Coordination of Services Contractor agrees to work closely with City staff in the performance of Services and shall be available to Csity staff consultants and insert Name of Company Page 3 of insert last page number of agreement other staff at all reasonable times 327 Standard of Care Performance of Employees Contractor shall perform all Services under this Agreement in a skillful and competent manner consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California Contractor represents and maintains that it is skilled in the professional calling necessary to perform the Services Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to perform the Services assigned to them Finally Contractor represents that it its employees and subcontractors have all licenses permits qualifications and approvals of whatever nature that are legally required to perform the Services including a City Business License and that such licenses and approvals shall be maintained throughout the term of this Agreement As provided for in the indemnification provisions of this this Agreement Contractor shall perform at its own cost and expense and without reimbursement from the City any services necessary to correct errors or omissions which are caused by the Csontractor 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 adequate or timely completion of the Project 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 Project by the Contractor and shall not be reemployed to perform any of the Services or to work on the Project 328 Laws and Regulations Contractor shall keep itself fully informed of and in compliance with all local state and federal laws rules and regulations in any manner affecting the performance of the Project or the Services including all CalOSHA requirements and shall give all notices required by law Contractor shall be liable for all violations of such laws and regulations in connection with Services If the Contractor performs any work knowing 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 Agreement from any claim or liability arising out of any failure or alleged failure to comply with such laws rules or regulations 329 Insurance 3291 Time for Compliance Contractor shall maintain prior to the beginning of and for the direction of this Agreement insurance coverage as specified in Exhibit D attached to and part of this agreement 3210Safety Contractor shall execute and maintain its work so as to avoid injury 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 exercise all necessary precautions for the safety of employees insert Name of Company Page 4 of insert last page number of agreement appropriate to the nature of the work and the conditions under which the work is to be performed Safety precautions as applicable shall include but shall not be limited to A adequate life protection and life saving equipment and procedures B instructions in accident prevention for all employees and subcontractors such as safe walkways scaffolds fall protection ladders bridges gang planks confined space procedures trenching and shoring equipment and other safety devices equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries and C adequate facilities for the proper inspection and maintenance of all safety measures 3211 Prevailing Wages Contractor is aware of the requirements of California Labor Code Section 1720 et seq and 1770 at seq 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 projects If the Services are being performed as part of an applicable public works or maintenance project as defined by the Prevailing Wage Laws and if the total compensation is1000 or more Contractor agrees to fully comply with such Prevailing Wage Laws City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement Contractor shall make copies of the prevailing rates of per diem wages for each craft classification or type of worker needed to execute the Services available to interested parties upon request and shall post copies at the Csontractor 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 Wage Laws 3212 Bonds 11232 Performance Bond Contractor shall execute and provide to City concurrently with this Agreement a Performance Bond in the amount of the total nottoexceed compensation indicated in this Agreement and in a form provided or approved by the City If such bond is required no payment will be made to Contractor until it has been received and approved by the City 1232 Payment Bond Contractor shall execute and provide to City concurrently with this Agreement a Payment Bond in the amount of the total notto exceed compensation indicated in this Agreement and in a form provided or approved by the City If such bond is required no payment will be made to Contractor until it has been received and approved by the City 1232 Bond Provisions Should in Csity 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 required bond at least thirty 30 days prior written notice shall be given to the City and Contractor shall post acceptable replacement bonds at least ten 10 days prior to expiration of the original bonds No insert Name of Company Page 5 of insert last page number of agreement further payments shall be deemed due or will be made under this Agreement until any replacement bonds required by this Section are accepted by the City To the extent if any that the total compensation is increased in accordance with the Agreement the Contractor shall upon request 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 extent available the bonds shall further provide that no change or alteration of the Agreement including without limitation an increase in the total compensation as referred to above extensions 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 required bond the City may terminate this Agreement for cause 12342 Surety Qualifications Only bonds executed by an admitted surety insurer as defined in Code of Civil Procedure Section 192905 shall be accepted The surety must be a Californiaadmitted surety with a currentAMBsest rating no less thanAVIII and satisfactory to the City If a Californiaadmitted surety insurer issuing bonds does not meet these requirements the insurer will be considered qualified if it is in conformance with Section 696905 of the California Code of Civil Procedure and proof of such is provided to the City 3 Fees and Payments 31 Compensation Contractor shall receive compensation including authorized reimbursements for all Services rendered under this Agreement at the rates set forth in Exhibit C attached hereto and incorporated herein by reference The total compensation shall not exceed insert written dollar amount insert numerical dollar amount without advance written approval of Csity project manager Extra Work may be authorized as described below and if authorized will be compensated at the rates and manner set forth in this Agreement 32 Payment of Compensation Contractor shall submit to City a monthly itemized statement which indicates work 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 subsequent billing periods as appropriate through the date of the statement City shall within 45 days of receiving such statement review the statement and pay all approved charges thereon 3 Reimbursement for Expenses Contractor shall not be reimbursed for any expenses unless authorized in writing by City 34 Extra Work At any time during the term of this Agreement City may request that Contractor perform Extra Work As used herein Extra Work means any work which is determined by City to be necessary for the proper completion of the Project but which the parties did not reasonably anticipate would be necessary at the execution of this Agreement Contractor shall not perform nor be compensated for Extra Work without written authorization from Csity Representative insert Name of Company Page 6 of insert last page number of agreement 35 Prevailing Wages Contractor is aware of the requirements of California Labor Code Section 1720 et seq and 1770 et seq as well as California Code of Regulations Title 8 Section 16000 at seq Prevailing Wage Laws which require the payment of prevailing wage rates and the performance of other requirements on public works and maintenance projects If the Services are being performed as part of an applicable public works or maintenance project as defined by the Prevailing Wage Laws and if the total compensation is1000 or more Contractor agrees to fully comply with such Prevailing Wage Laws City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement Contractor shall make copies of the prevailing rates of per diem wages for each craft classification or type of worker needed to execute the Services available to interested parties upon request and shall post copies at the Csontractor 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 Wage Laws 34 Accounting Records 341 Maintenance and Inspection Contractor shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement All such records shall be clearly identifiable Contractor shall allow a representative of City during normal business hours to examine audit and make transcripts or copies of such records and any other documents created pursuant to this Agreement Contractor shall allow inspection of all work data documents proceedings and activities related to the Agreement for a period of three 3 years from the date of final payment under this Agreement 35 General Provisions 351 Termination of Agreement 351 Grounds for Termination City may by written notice to Contractor terminate the whole or any part of this Agreement at any time and without cause by giving written notice to Contractor of such termination and specifying the effective date thereof at least seven 7 days before the effective date of such termination Upon termination Contractor shall be compensated only for those services which have been adequately rendered to City and Contractor shall be entitled to no further compensation Contractor may not terminate this Agreement except for cause 3512 Effect of Termination If this Agreement is terminated as provided herein City may require Contractor to provide all finished or unfinished Documents and Data and other information of any kind prepared by Contractor in connection with the performance of Services under this Agreement Contractor shall be insert Name of Company Page 7 of insert last page number of agreement required to provide such document and other information within fifteen 15 days of the request 3513 Additional Services In the event this Agreement 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 352 Delivery of Notices All notices permitted or required under this Agreement 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 Insert Name Insert Address Insert City State zip Attn Contact Person CITY City of Rosemead POBox 399 Rosemead CA 91770 Attn Such notice shall be deemed made when personally delivered orwhen mailed forty eight 48 hours after deposit in theUS Mail first class postage prepaid and addressed to the party at its applicable address Actual notice shall be deemed adequate notice on the date date actual notice occurred regardless of the method of service 353 Cooperation Further Acts The Parties shall fully cooperate with one another and shall take any additional acts or sign any additional documents as may be necessary appropriate or convenient to attain the purposes of this Agreement 345 Asttorney Fees If either party commences an action against the other party either legal administrative or otherwise arising out of or in connection with this Agreement the prevailing party in such litigation shall be entitled to have and recover from the losing party reasonable asttorney fees and all other costs of such action 35 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 expenses liability loss damage or injury in law or equity 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 Projector this Agreement including without limitation insert Name of Company Page 8 of insert last page number of agreement the payment of all consequential damages and attorneys fees and other related costs and expenses Contractor shall defend at Csontractor own cost expense and risk any and all such aforesaid suits actions or other legal proceedings of every kind that may be brought or instituted against City its directors officials officers employees agents or volunteers Contractor shall pay and satisfy any judgment 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 andor volunteers for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided Csontractor obligation to indemnify shall not be restricted to insurance proceeds if any received by the City its directors officials officers employees agents or volunteers 356 Entire Agreement This Agreement contains the entire Agreement of the parties with respect to the subject matter hereof and supersedes all prior negotiations understandings or agreements This Agreement may only be modified by a writing signed by both parties357 Governing Law This Agreement shall be governed by the laws of the State of California Venue shall be in Los Angeles County 358 Time of Essence Time is of the essence for each and every provision of this Agreement 359 Csity Right to Employ Other Contractors City reserves right to employ other contractors in connection with this Project 3510Successors and Assigns This Agreement shall be binding on the successors and assigns of the parties 3511 Assignment or Transfer Contractor shall not assign hypothecate or transfer either directly or by operation of law this Agreement 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 acquire no right or interest by reason of such attempted assignment hypothecation or transfer 3512Construction References Captions Since the Parties or their agents have participated fully in the preparation of this Agreement the language of this Agreement 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 work days All references to Contractor include all personnel employees agents and subcontractors of Contractor except as otherwise specified in this Agreement All references to City include its elected officials officers employees agents and volunteers except as otherwise specified in this Agreement 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 Agreement insert Name of Company Page 9 of insert last page number of agreement 3513Amendment Modification No supplement modification or amendment of this Agreement shall be binding unless executed in writing and signed by both Parties3514Waiver 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 estoppel or otherwise 3515 No Third Party Beneficiaries There are no intended third party beneficiaries of any right or obligation assumed by the Parties 3516 Invalidity Severability If any portion of this Agreement is declared invalid illegal or otherwise unenforceable by a court of competent jurisdiction the remaining provisions shall continue in full force and effect 3517 Prohibited Interests Contractor maintains and warrants that it has not employed nor retained any company or person other than a bona fide employee working solely for Contractor to solicitor secure this Agreement Further Contractor warrants that it has not paid nor has it agreed to pay any company or person other than a bona fide employee working solely for Contractor any fee commission percentage brokerage fee gift or other consideration contingent upon or resulting from the award or making of this Agreement For breach or violation of this warranty City shall have the right to rescind this Agreement without liability For the term of this Agreement no member officer or employee of City during the term of his or her service with City shall have any direct interest in this Agreement or obtain any present or anticipated material benefit arising therefrom 3518 Equal Opportunity Employment Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor employee or applicant for employment because of race religion color national origin handicap ancestry sex 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 Csity Minority Business Enterprise program Affirmative Action Plan or other related programs or guidelines currently in effect or hereinafter enacted 3519Labor Certification By its signature hereunder Contractor certifies that it is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Wsorker Compensation or to undertake selfinsurance in accordance with the provisions of that Code and agrees to comply with such provisions before commencing the performance of the Services 3520Authority to Enter Agreement Contractor has all requisite power and insert Name of Company Page 10 of insert last page number of agreement authority to conduct its business and to execute deliver and perform the Agreement Each Party warrants that the individuals who have signed this Agreement have the legal power right and authority to make this Agreement and bind each respective Party 3521 Counterparts This Agreement may be signed in counterparts each of which shall constitute an original 36 Subcontracting 361 Prior Approval Required Contractor shall not subcontract any portion of the work required by this Agreement except as expressly stated herein without prior written approval of City Subcontracts if any shall contain a provision making them subject to all provisions stipulated in this Agreement signatures on next page insert Name of Company Page 11 of insert last page number of agreement CITY OF ROSEMEAD By City Mayor Attest INSERT NAME OF CONTRACTOR 0Name Gloria Molleda City Clerk Approved as to Form Garcia Calderon Ruiz LLP City Attorney 028 Documentl If Corporation TWO SIGNATURES President OR Vice President AND Secretary AND CORPORATE SEAL OF CONTRACTOR REQUIRED 0Name Title insert Name of Company Page 1 of insert last page number of agreement INSURANCE REQUIREMENTS Prior to the beginning of and throughout the duration of the Work Consultant will maintain insurance in conformance with the requirements set forth below Consultant will use existing coverage to comply with these requirements if that existing coverage does not meet the requirements set forth here Consultant agrees to amendsupplement or endorse the existing coverage to do so Consultant 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 agreement and which is applicable to a given loss will be available to City Consultant shall provide the following types and amounts of insurance Commercial General Liability Insurance using Insurance Services Office Commercial General Liability policy form CG 00 01 or the exact equivalent Defense costs must be paid in addition to limits There shall be no cross liability exclusion for claims or suits by one insured against another Limits are subject to review but in no event less than0100 per occurrence Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 including symbol 1 Any Auto or the exact equivalent Limits are subject to review but in no event to be less that0100 per accident If Consultant owns no vehicles this requirement may be satisfied by a nonowned auto endorsement to the general liability policy described above If Consultant or Csonsultant employees will use personal autos in any way on this project Consultant shall provide evidence of personal auto liability coverage for each such person Workers Compensation on a state approved policy form providing statutory benefits as required by law with esmployer liability limits no less than 0100 per accident or disease Excess or Umbrella Liability Insurance Over Primary if used to meet limit requirements shall provide coverage at least as broad broad as specified for the underlying coverages Any such coverage provided under an umbrella liability policy shall include a drop down provision providing primary coverage above a maximum 02050self insured retention for liability not covered by primary but covered by the umbrella Coverage shall be provided on a pay on behalf basis with defense costs payable in addition to policy limits Policy shall contain a provision obligating insurer at the time isnsured liability is determined not requiring actual payment by the insured first There shall be no cross liability exclusion precluding coverage for claims or suits by one insured against another Coverage shall be applicable to City for injury to employees of Consultant subconsultants or others involved in the Work The scope of coverage provided is subject to approval of City following receipt of proof of insurance as required herein Limits are subject to review but in no event less than per occurrence D1 insert Name of Company Page 2 of insert last page number of agreement Professional Liability or Errors and Omissions Insurance as appropriate shall be written on a policy form coverage specifically designed to protect against acts errors or omissions of the consultant and Covered Professional Services as designated in the policy must specifically include work performed under this agreement The policy limit shall be no less than 0100 per claim and in the aggregate The policy must pay on behalf of the insured and must include a provision establishing the isnsurer duty to defend The policy retroactive date shall be on or before the effective date of this agreement Insurance procured pursuant to these requirements shall be written by insurers that are admitted carriers in the state of California and with anAMBests rating ofA or better and a minimum financial size VII General conditions pertaining to provision of insurance coverage by Consultant Consultant and City agree to the following with respect to insurance provided by Consultant 1 Consultant agrees to have its insurer endorse the third party general liability coverage required herein to include as additional insureds City its officials employees and agents using standard ISO endorsement No CG 2010 with an edition prior to 1992 Consultant also agrees to require all contractors and subcontractors to do likewise 2 No liability insurance coverage provided to comply with this Agreement shall prohibit Consultant or Csonsultant employees or agents from waiving the right of subrogation prior to a loss Consultant agrees to waive subrogation rights against City regardless of the applicability of any insurance proceeds and to require all contractors and subcontractors to do likewise 3 All insurance coverage and limits provided by Contractor and available or applicable to this agreement are intended to apply to the full extent of the policies Nothing contained in this Agreement or any other agreement relating to the City or its operations limits the application of such insurance coverage 4 None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind 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 socalled third party action over claims including any exclusion for bodily injury to an employee of the insured or of any contractor or subcontractor 6 All coverage types and limits required are subject to approval modification and additional requirements by the City as the need arises Consultant shall not make any reductions in scope of coverageegelimination of contractual liability or reduction of discovery period that may affect Csity protection without Csity prior written consent D2 insert Name of Company Page 3 of insert last page number of agreement Proof of compliance with these insurance requirements consisting of certificates of insurance evidencing all of the coverages required and an additional insured endorsement to Csonsultant general liability policy shall be delivered to City at or prior to the execution of this Agreement In the event such proof of any insurance is not delivered as required 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 agreement and to pay the premium Any premium so paid by City shall be charged to and promptly paid by Consultant or deducted from sums due Consultant at City option 8 Csertificate are to reflect that the insurer will provide 30 days notice to City of any cancellation of coverage Consultant agrees to require its insurer to modify such certificates to delete any exculpatory 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 required to comply with the requirements of the certificate 9 It is acknowledged by the parties of this agreement that all insurance coverage required to be provided by Consultant 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 Consultant agrees to ensure that subcontractors and any other party involved with the project who is brought onto or involved in the project by Consultant provide the same minimum insurance coverage required of Consultant Consultant agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section Consultant agrees that upon request all agreements with subcontractors and others engaged in the project will be submitted to City for review 11 Consultant agrees not to selfinsure or to use any selfinsured retentions or deductibles on any portion of the insurance required 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 work on the project contemplated by this agreement to selfinsure its obligations to City If Csonsultant existing coverage includes a deductible or self insured retention the deductible or selfinsured retention must be declared to the City At that time the City shall review options with the Consultant which may include reduction or elimination of the deductible or selfinsured 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 required by giving the Consultant ninety 90 days advance written notice of such change If such change results in substantial D3 insert Name of Company Page 4 of insert last page number of agreement additional cost to the Consultant the City will negotiate additional compensation proportional to the increased benefit to City 13 For purposes of applying insurance coverage only this Agreement will be deemed to have been executed immediately upon any party hereto taking any steps that can be deemed to be in furtherance of or towards performance of this Agreement 14 Consultant acknowledges and agrees that any actual or alleged failure on the part of City to inform Consultant of non compliance with any insurance requirement in no way imposes any additional obligations on City nor does it waive any rights hereunder in this or any other regard 15 Consultant will renew the required coverage annually as long as City or its employees or agents face an exposure from operations of any type pursuant to this agreement This obligation applies whether or not the agreement is canceled or terminated for any reason Termination of this obligation is not not effective until City executes a written statement to that effect 16 Consultant shall provide proof that policies of insurance required herein expiring during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverage Proof that such coverage has been ordered shall be submitted prior to expiration A coverage binder or letter from Csonsultant insurance agent to this effect is acceptable A certificate of insurance andor additional insured endorsement as required in these specifications applicable to the renewing or new coverage must be provided to City within five days of the expiration of the coverages 17 The provisions of any workers compensation or similar act will not limit the obligations of Consultant under this agreement Consultant expressly agrees not to use any statutory immunity defenses under such laws with respect to City its employees officials and agents 18 Requirements of specific coverage features or limits contained in this section are are not intended as limitations on coverage limits or other requirements 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 requirements are intended to be separate and distinct from any other provision in this agreement and are intended by the parties here to be interpreted as such 20 The requirements in this Section supersede all other sections and provisions of this Agreement to the extent that any other section or provision conflicts with or impairs the provisions of this SectionM insert Name of Company Page 5 of insert last page number of agreement 21 Consultant agrees to be responsible for ensuring that no contract used by any party involved in any way with the project reserves the right to charge City or Consultant for the cost of additional insurance coverage required by this agreement 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 requirements There shall be no recourse against City for payment of premiums or other amounts with respect thereto Consultant agrees to provide immediate notice to City of any claim or loss against Consultant arising out of the work performed under this agreement City assumes no obligation or liability by such notice but has the right but not the duty to monitor the handling of any such claim or claims if they are likely to involve City M Community Energy Efficiency and Conservation Block Grant Program Replacement of HVAC Units Roof Ductwork Components For Rosemead Recreation PROJECT No 31002 PAYMENT BOND WHEREAS the CITY OF ROSEMEAD hereinafter Obligee has awarded to Contractor a contract for work consisting of but not limited to furnishing all labor materials tools equipment services and incidentals for the Energy Efficiency and Conservation Program For Rosemead Community Recreation Center and all other required structures and facilities within the rightsofway 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 asttorney fee in case suit is brought on the bond NOW THEREFORE we organized and existing the undersigned Contractor as Principal a corporation 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 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 PAYMENT BOND 1 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 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 CPorinntrcaicptaorl By President Surety 0 AttorneyinFact PAYMENT BOND 2 STATE OF CALIFORNIA COUNTY OF ss before me On this day of in the year 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 AttorneyinFact of the surety and acknowledged to me that he subscribed the name of the surety thereto and his own name as AttorneyinFact SEAL Notary Public in and for said State My Commission Expires PAYMENT BOND 3 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 Sea Signature Date NOTE A copy of the power of attorney to local representatives of the bonding company may be attached hereto PAYMENT BOND 4 Energy Efficiency Conservation Block Rer Rosemead Community Recreation i PERFORMANCE BOND and all other required structures and facilities within the rightsofway 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 corporation and duly and organized and existing under the laws of the State of authorized to transact business under the laws of the State of California held and firmly bound unto the CITY OF ROSEMEAD in as Surety are 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 oneyear 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 PERFORMANCE BOND 1 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 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 The rate of premium on this bond is perthousand The total amount of premium charged The above must be filled in by corporate surety PrincipalContractor By President Surety By AttorneyinFact PERFORMANCE BOND 2 STATE OF CALIFORNIA ss COUNTY OFOn 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 AttorneyinFact of the surety and acknowledged to me that he subscribed the name of the surety thereto and his own name as AttorneyinFact SEAL My Commission expires Notary Public in and for said State PERFORMANCE BOND 3 CERTIFICATE AS TO CORPORATE PRINCIPAL named as principal to the certify that I am the Secretary of the corporation 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 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 Energy Efficiency and Conservation Block Grant Program EECBG Replacement of HVAC Units Roof Ductwork Components For Rosemead Community Recreation Center g922MUa3M PARTA GENERAL PROVISIONS Standard Specifications The Work hereunder shall be done in accordance with the Standard Specifications for Public Works Construction Greenbook 2009 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 2006 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 2009 Edition as previously specified in the above paragraph GENERAL PROVISIONS 1 1irfLi1we1701dma SECTI TERMS ABBREVIATIONS OF SYMB 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 Csity 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 Csontractor Representative Csontractor 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 Csontractor Representative shall be available to the City and its asgent at all reasonable times GENERAL PROVISIONS 2 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 Csity Representative in the Contract Documents Liquidated Damages the amount prescribed in the Contract form pursuant to the authority of Government Code Section 5830569 to be paid to the City or to be deducted from any payments due or to become due the Contractor for each dsay 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 andor 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 PartBand 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 GENERAL PROVISIONS 3 The project consist of replacement of nine 9 rooftop units RTU and all auxiliary components patching of roof accordingly asbestos and lead paint abatement an add alternate to replace entire building roofing material and other related work as described in the Specifications and Contract Documents by this reference made a part hereof 23 Subcontractor Obligations Section 23of 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 Csity Representative and shall not again be employed on the Work The Contractor shall be held liable for the all deficient Subcontractor Work I The following shall be added at the end of Section 24 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 andor 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 Csontractor own Faithful Performance and Payment bonds shall be made to the GENERAL PROVISIONS 4 Contractor until the Contractor provides the aforementioned Subcontractor bonds to the Contractor 251 General The second full paragraph of Section 251 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 252 Precedence of Contract Documents The provisions of Section 252of the Standard Specifications shall be revised to read as follows In resolving disputes resulting from conflicts errors or discrepancies in any of the 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 Csontractor Bid Bid Forms 5 Special Provisions 6 General Conditions 7 Standard Specifications 8 Notice 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 Figures govern over scaled dimensions Detail drawings govern over general drawings Addenda or Change Order drawings govern over Contract Drawings Contract Drawings govern over Standard Drawings Contract Drawings govern over Shop Drawings 254 Interpretation of the Plans and Specifications Section 254 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 GENERAL PROVISIONS 5 sufficiently detailed or explained on the Plans or in the Specifications the Contractor shall request the Csity 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 of the 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 271 Limited Reliance by Contractor Section 271 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 Esngineer Consultants with respect to any of the following 271 Completeness The completeness of such reports and drawings for csontractor 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 2712 Other Information Any other data interpretations opinions and information contained in such reports or shown or indicated in such drawings 2713 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 t7fmiLdIc7I3 Section 28 of the Standard Specifications shall be revised in its entirety to read as followsAll temporary access or construction rightsofway 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 rightsofway Those rightsofway shown on the Plans will be provided by the City at its expense GENERAL PROVISIONS 6 29 SURVEYING 292 Survey Service Section 292 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 Surveyor Temporary control shall be protected in place Any temporary control disturbs by the contractor shall be replaced at no additional compensation City Surveyor will provide one set of temporary stakes for position of well monuments Contractor shall install well monuments Contractor shall coordinate with the City Surveyor for the installation 294 Line and Grade Section 294 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 variation from a straight line In the event any discrepancy exists it must be reported to the Csity 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 Csity Representative and authorized in writing The provisions of Section 210 of the Standard Specifications shall be revised to read as follows Whenever the Contract Documents refer to the Engineer orCsity Representative or provide the Engineer or Csity Representative with power to act on behalf of the City such reference shall necessarily include the Csity 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 Csity Representative shall have the authority to enforce compliance with the Contract Documents The Contractor shall promptly comply with the instructions of the Csity Representative The decisions of the Csity 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 2the 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 4the acceptable fulfillment of the Contract on the part of the Contractor 5 any claims and compensation issues and 6 his authority to enforce GENERAL PROVISIONS 7 and make effective such decisions and actions as the Contractor fails to carry out promptly 211 INSPECTION The provisions of Section 211 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 Esngineer 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 Csity 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 rightofway 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 Csontractor expense The Contractor shall pay for all testing and inspections required by a State Encroachment Permit or railroad permit GENERAL PROVISIONS 8 fIIiIIMfiilFAAI1311iM11LHI Section 212 shall be added to the Standard Specifications as follows The Contractor shall have the sole responsibility of satisfying itself concerning the nature 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 future conditions shall not relieve it from the responsibility for properly estimating either the difficulties responsibilities or costs of successfully performing the Work according to the Contract Documents Section 213 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 zCI0I1I3Y11 Eel kiIcc1T1IL F3Mill s71i III7IdIIIR7Lgreeyi7iIc3iI Y Section 214 shall be added to the Standard Specifications as follows The Contractor shall give his personal attention to the fulfillment of the Contract and shall keep the Work under his control The Contractor shall not contract with any other entity to perform in whole or in part the services required hereunder except in strict compliance with Section 23 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 75103 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 andor 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 GENERAL PROVISIONS 9 321 General The provisions of Section 321of 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 32 Payment The provisions of Section 32of the Standard Specifications shall be revised to read as follows 321 Contract Unit Prices Section 321shall be amended in its entirety to read as follows 321a 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 321b Increases of More Than 25 Percent on Unit Price Contracts On a unit price contract should the total quantity of any item of work required under the Contract exceed the Esngineer 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 332as amended in these Special Provisions 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 Esngineer 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 extra work as provided in Paragraph 332as amended in these Special Provisions or such adjustment as will be as agreed to by the Contractor and the Owner GENERAL PROVISIONS 10 When the compensation payable for the number of units of an item of work performed in excess of 125 percent of the Esngineer Estimate is less than 0500 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 321c Decreases of More Than 25 Percent on Unit Price Contracts 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 Esngineer 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 332as 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 332as 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 Esngineer Estimate of the quantity for such item at the original Contract Unit Price 3214 Eliminated Items on Unit Price Contracts 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 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 GENERAL PROVISIONS 11 The actual costs or charges to be paid by the Owner to the Contractor as provided in this Section 32 will be computed in the same manner as if the work were to be paid for as extra work as provided in Paragraph 332as amended in these General Conditions or such adjustment as will be as agreed to by the Contractor and the Owner 331 General The provisions of Section 331 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 Csity 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 Csity Representative 332 332 Payment The provisions of Section 332 of the Standard Specifications shall be amended as follows 3321 General Section 3321shall 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 3323Markup Paragraph a of Section 3323Work by Contractor shall be amended in its entirety to read as follows a Work by Contractor The following percentages shall be added to the Csontractor 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 1 st 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 GENERAL PROVISIONS 12 Section 36 shall be added to the Standard Specifications as follows 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 S 9MX6118I leyE GENERAL PROVISIONS 13 41 General Section 41 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 firstclass 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 Csity 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 Csity Representative The Csity 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 Csity Representative or any extra work done without written authority will be considered unauthorized and will not be paid for by the City Upon Csontractor failure to comply promptly with any order of the Csity Representative made under the provisions of this Section the Csity 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 Csity Representative will furnish the Contractor with a certificate to that effect 412 Protection of Work and Materials The provisions of Section 412of 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 GENERAL PROVISIONS 14 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 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 over35 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 414 Test of Materials The provisions of Section 414 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 416 Trade Names or Equals The second and third paragraphs of Section 416 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 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 GENERAL PROVISIONS 15 Contractor shall have the material tested as required by the Csity 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 419 Placing Orders Section 419shall be added to the Standard Specifications as follows The Contractor shall place the osrder for all longlead 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 vsendor that the osrder for said supplies materials and equipment has been received and accepted by said vsendor within 15 working days from the date of said award of Contract 4110 Removal of Interfering Obstructions Section 4110 shall be added to the Standard Specifications to read as follows The Contractor shall remove 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 4111 Procedure in Case of Damage to Public Property Section 4111 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 4112 Diversion of Recyclable Waste Materials Section 4112 shall be added to the Standard Specifications to read as follows In support of the Oswner 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 Csontractor compliance with these diversion requirements All costs incurred for these waste diversion efforts shall be the responsibility of the Contractor GENERAL PROVISIONS 16 SECTION 5 UTILITIES 05101 @l The provisions of Section 51 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 1800227 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 a The provisions of Section 52 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 contractors 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 oswner requirements The Contractor shall contact the utility owner should it anticipate such exposure of any of the existing utilities GENERAL PROVISIONS 17 55 DELAYS The provisions of Section 55 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 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 Esdison 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 GENERAL PROVISIONS 18 1 is a The second paragraph of Section 61 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 61 of the Standard Specifications shall be amended to add the following at the end of that Section Notwithstanding anything to the contrary herein the Csontractor 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 Csity 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 Csity Representative in all such cases in order to arrive at a mutually satisfactory schedule Csontractor 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 a 631 General The provisions of Section 631 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 Csity interest to suspend theWork 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 or2 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 3when 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 GENERAL PROVISIONS 19 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 6when 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 Asgency 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 Csity Representative and shall not resume operations until so ordered in writing The first second and third full paragraphs of Section 64 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 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 Asgency 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 terminate the Contract as provided herein the Csity 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 GENERAL PROVISIONS 20 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 Section 68 of the Standard Specifications shall be amended in its entirety as followsThe Work will be inspected for acceptance by the Csity Representative upon receipt of the Csontractor written assertion that the Work has been completed If in the sole discretion of the Csity Representative the Work has been completed and is ready for acceptance the Csity Representative will notify the City Clerk that the Contract has been completed in its entirety The Csity 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 orworkmanship 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 Csity 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 GENERAL PROVISIONS 21 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 Csontractor obligations under his warranty herein above The Contractor agrees that payment of the 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 GENERAL PROVISIONS 22 69 LIQUIDATED DAMAGES Section 69 of the Standard Specifications shall be amended in its entirety to read as followsContractor agrees that if the Work is not completed within the Contract Time andor 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 5830569 Contractor shall pay to the District as fixed and liquidated damages the sum specified in the Contract form for each and every 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 Section 611 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 of700amto500pmMonday 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 MIN GENERAL PROVISIONS 23 r 72 Laws The provisions of Section 72of the Standard Specifications shall be amended in their entirety as follows 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 721 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 723 Eight Flour Work Day Contractor and all Subcontractors shall be required to comply with the provisions of California Labor Code Section 1810 et sec According to those sections eight 8 hours of labor shall constitute a legal dsay work Contractor shall pay to the City a penalty of Twentyfive Dollars0205for 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 eight8 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 onehalf 112times the basic rate for that worker 724 Licensing Requirements Pursuant to Section 710258 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 Csontractor license requirements set forth in the Notice Inviting Bids Subcontractors must possess the appropriate licenses for each specialty subcontracted Pursuant to Section 75028 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 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 lsicense currently held by that Bidder and each of the Bsidder subcontractors before awarding the Contract 725 NonDiscrimination Contractor shall not discriminate in the GENERAL PROVISIONS 24 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 267 Travel and Subsistence Payments As required by Section 18773 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 Section 75 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 782 Air Pollution Control The provisions of Section 782 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 786 Water Pollution Control The provisions of Section 786of 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 US Environmental Protection Agency in 40 Code of Federal Regulations Parts 122124 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 GENERAL PROVISIONS 25 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 21 Table 21 Minimum Water Quality Protection Requirements for Construction Projects Category Minimum Requirements BMPs 1 Sediment Sediments generated on the project site shall be Sediment Control retained using adequate Treatment Control or Control Structural BMPs 2 Construction related materials wastes spills or Site Constructi residues shall be retained at the project site to avoid Management on discharge to streets drainage facilities receiving Material and Materials waters or adjacent properties by wind or runoff Waste Control Nonstorm 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 Erosion Control by implementing an effective combination of BMPs Control such as 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 Asssociation Construction Handbook available for free on their website ccwabmopwhanmdbwooks Construction Handbook forfurther information regarding the BMPs listed in Table 2 1 GENERAL PROVISIONS 26 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 14acre in size in different parts of the City are to be 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 4 Street Suite 200 Los Angeles California 90013 Phone 213 5766600 Fax 213 5766640 Internet Address httpswgcwworacwvb 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 GENERAL PROVISIONS 27 e A site plan construction plans may be used indicating the selection of BMPs and their location where appropriate Nonstorm water discharges their locations and the BMPs necessary to prevent the discharge e A maintenance and selfinspection schedule of the BMPs to determine the effectiveness and necessary repairs of the BMPs and e 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 resubmit the document within 7 days of their receipt of the Csity 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 theUS Environmental Protection AgencyUSEPA 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 ccwabmopwhanmdbwooks in conjunction with all activities and construction operations Construction Practices NS2 NS3 NS4 and NS6 GENERAL PROVISIONS 28 2 Material and Waste Management WM01 WMO2 and WM04 3 Vehicle and Equipment Management NS8 NS9 and NS10 4 Physical Stabilization EC7 EC12 NS4 TC1 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 POBox 2313 Csashier Office Livermore CA 94551 900 South Fremont Avenue ccwabmopwhanmdbwooks Alhambra CA 91803 Tel No 626 4586959 D Implementation The Contractor will be responsible throughout the duration of the project for the installation 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 csontractor activities or construction operations The Contractor shall demonstrate the ability and preparedness to fully deploy these SWPPP control measures to protect soildisturbed 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 soildisturbed 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 Csontractor responsibility for SWPPP implementation shall continue throughout any temporary suspension of work GENERAL PROVISIONS 29 29E Sewage Spill Prevention The Csontractor attention is directed to the sewer bypass operation required during any sewer construction Standard Specification for Public Works Construction Section 512400 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 Csontractor expense The Contractor shall take all measures necessary to prevent further damage or service interruption and to contain and clean up the sewage spills Should a sewage spill occur the Contractor shall immediately report the incident to the following two 2 City Departments Public Works Engineering 626 5692150 Public Safety Department 626 5692292 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 9741234 Los Angeles County Department of Public Works 800 3030003 Regional Water Quality Control Board 213 5766665 or 6600 State Office of Emergency Services 800 8527550 For any significant volume of material that entered the storm drain or receiving water GENERAL PROVISIONS 30 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 andor cleanup measures taken and date and time implemented 6 The corrective and preventive action taken and 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 US EPA environmental groups and private citizens The Contractor shall be responsible for all costs and liabilities imposed by law as result of the Csontractor failure to comply andor fulfill the requirements set forth in Section 709 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 GENERAL PROVISIONS 31 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 78 Sound and Vibration Control Requirements Section 78shall be added to the Standard Specifications to read as follows 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 7140 Safety 71140 Safety Orders Section 71140 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 Csontractor 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 Csity Representative or other City employee or agent to give general engineering supervision of the Csontractor performance is not intended to include the the review of the adequacy of the Csontractor safety measures Nothing herein shall relieve Contractor of his sole and complete responsibility for safety conditions on the Site Section 71140 shall be amended also to add the following to the beginning of the second full paragraph Pursuant to Labor Code Section 6705 if the Contract Price exceeds 02050 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 GENERAL PROVISIONS 32 71340Special Hazardous Substances and Processes Section 71340shall 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 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 Section 711 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 713 LAWS TO BE OBSERVED Section 713 of the Standard Specifications shall be revised in its entirety to read as followsThe 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 GENERAL PROVISIONS 33 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 FAUMIL1I7 Section 715 shall be added to the Standard Specifications as follows Contractor shall defend with counsel of Csity 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 Csontractor own cost expense and risk with Counsel of Csity 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 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 Section 716 shall be added to the Standard Specifications as follows 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 MsAZ GENERAL PROVISIONS 34 Section 92 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 931 Payment The last paragraph of Section 931 of the Standard Specifications shall be deleted and replaced with the following two paragraphs 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 Csity 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 Csity Representative shall check the quantities included therein and shall authorize the Contractor to submit an invoice which in the City Rsepresentative 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 Public Contract Section 7107 Section 931 of the Standard Specifications shall be amended to also add the following at the end of that Section 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 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 theUS Department of Labor OSHA GENERAL PROVISIONS 35 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 932 Partial and Final Payments Section 932of 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 250104 et sue 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 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 Csontractor 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 Csontractor work together with releases of lien from any subcontractor or materialmen 9IIIexel 37iil l GENERAL PROVISIONS 36 r Energy Conservation Block Program Reviacement of s For Rosemead Community Recreation Center PARTB SUPPLEMENTAL GENERAL CONDITIONS 101 Description of Work The project consist of replacement of nine 9 rooftop units RTU and all auxiliary components patching of roof accordingly asbestos and lead paint abatement an add alternate to replace entire building roofing material and other related work as described in the Specifications and Contract Documents by this reference made a part hereof 1012 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 or Architect In such case the contract unit price shall prevail subject to the requirements of Subsection 321 of the Standard Specifications All work incidental to this project as described on the drawings andor 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 1013 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 or Architect 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 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 1014 Installation of Equipment All materials and workmanship shall be in accordance with the msanufacturer specifications and instructions SUPPLEMENTARY GCs1 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 THIRTY 30 calendar 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 The Pre school shall remain operational during the course of construction Exiting life safety systems must be maintained during the Pre sschool hours of Operation as listed below Rosemead Pre school Hours of Operation Monday through Friday830am to330pm Note Preschool closed between March 17 to April 1 2012 d Working hours on this project shall be limited to 700 am to 500 pm 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 Exception Any utility interruptions to the Pre School areaegelectrical HVAC must be done when the Pre school is not in operation See above for Preschool operating hours e Inspection The City shall provide inspection for an 8hour day for normal working days The City will deduct from the csontractor invoice an amount equal to 65 per hour for inspection in excess of the foregoing including legal holidays City Hall closed Fridays and weekends f Weight master certificates are source documents and it is the csontractor responsibility to collect the material tickets from the drivers at the delivery point sign and date them and submit to the City Inspector g 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 SUPPLEMENTARY GCs2 h The contractor and all subcontractors shall attend a preconstruction meeting at the time date and place determined by the City The contractor and all subcontractors shall obtain a Rosemead Business License prior to the start of work The work embraced herein shall be done in accordance with the Construction Documents Technical Specifications ann 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 more restrictive requrrments shall take precedence over and be used in lieu of such conflicting portions W15 It shall be the csontractor 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 If contractor chose one of the City owned 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 Cityapproved temporary chain link fence and gsate 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 msanufacturer recommendations andor legal requirements SUPPLEMENTARY GCs3 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 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 csity written approval is obtained 105 UTILITIES The contractor will obtain the locations of underground facilities from the utility companies at least twentyfour 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 responsible to call Underground Service Alert at 800 422 4133 at least 72 hours prior to commencing any work 1 It shall be the responsibility of the contractor to furnish an adequate supply of water for construction use 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 4p02 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 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 SUPPLEMENTARY GCs4 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 The contractor shall conduct his operations to comply with the provisions of section 710 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 i 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 10 retention will be paid 35 days after City Csouncil acceptance t See Section 29 Surveying of the General Provisions Page 7 r 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 Contractors expense ri i 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 SUPPLEMENTARY GCs5 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 Csontractor 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 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 dsay 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 SUPPLEMENTARY GCs6 Energy Efficiency and Conservation Block Grant Program EECBG Replacement of HVAC Units Roof Ductwork Components For Rosemead Community Recreation Center PART C CONSTRUCTION DOCUMENTS 1 Drawings G000 TITLE SHEET A101 ROOF DEMOLITION PLAN A102 PHOTOS OF EXISTING CONDITIONS A103 ROOF PLAN A201 DETAILS A202 DETAILS S10 LETTER X ENG CALCULATIONS DETAILS M01 GENERAL NOTES LEGENDS AND ABBREVIATIONS LIST M02 PACKAGE ROOFTOP SCHEDULE M03 HVAC ROOF DEMOLITION PLAN M13 HVAC ROOF MODIFICATION PLAN M04 HVAC DETAILS M05 TITLE 24 FORMS M15 TITLE 24 FORMS 0E10 GENERAL NOTES LEGENDS AND ABBREVIATIONS LIST 0E20 SINGLE LINE DIAGRAM PANEL SCHEDULE 0E01 ROOF DEMOLITION PLAN 0E02 ROOF POWER PLAN ALT101 ALTERNATE1 ROOF DEMOLITION PLAN ALT102 ALTERNATE1 PHOTOS OF EXISTING CONDITIONS ALT103 ALTERNATE1 ROOF PLAN ALT201 ALTERNATE1 DETAILS ALT202 ALTERNATE1 DETAILS 2 Technical Specifications Divisions 01 through Division 16 SECTION 01610 BASIC PRODUCT REQUIREMENTS PART GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 SECTION INCLUDES A General requirements for products used for the Work including 1 General characteristics of products 2 Product options 3 System completeness 4 Transportation and handling requirements 5 Storage and protection of products 6 Installation of products 13 RELATED SECTIONS A scpeGificct minimum requirements C Section 01330 Submittals Procedures Requirements applicable to submittals for or equal and substitute products D Section 01630 Product Substitution Requirements Requirements for product substitutions F pSefinnO199P Rvary F2acu inimmtr F f 14 GENERAL PRODUCT REQUIREMENTS A Products General Products include items purchased for incorporation in the Work whether purchased for the Project or taken from previously purchased stock and include HVAC REPLACEMENT PROJECT BASIC PRODUCT REQUIREMENTS ROSEMEAD COMMUNITY RECREATION CENTER 016101 materials equipment assemblies fabrications and systems Named Products Items identified by msanufacturer product name including make or model designations indicated in the msanufacturer published product data 2 Materials Products that are shaped cut worked mixed finished refined or otherwise fabricated processed or installed to form a part of the Work 3 Equipment A product with operating parts whether motorized or manually operated that requires connections such as wiring or piping B Specific Product Requirements Refer to requirements of Section 01450 Quality Control and individual product Specifications Sections in Divisions 2 through 16 for specific requirements for products C Minimum Requirements Specified requirements for products are minimum requirements Refer to general requirements for quality of the Work specified in Section 01450 Quality Control and elsewhere herein D Product Selection Provide products that fully comply with the Contract Documents are undamaged and unused at installation Comply with additional requirements specified herein in Article titled PRODUCT OPTIONS E Standard Products Where specific products are not specified provide standard products of types and kinds that are suitable for the intended purposes and that are usually and customarily used on similar projects under similar conditions Products shall be as selected by Contractor and subject to review and acceptance by the Architect F Product Completeness Provide products complete with all accessories trim finish safety guards and other devices and details needed for a complete installation and for the intended use and effect Comply with additional requirements specified herein in Article titled SYSTEM COMPLETENESS G Code Compliance All products other than commodity products prescribed by Code shall have a current ICBO Evaluation Service ICBO ES Research Report or National Evaluation Inc Report NER Refer to additional requirements specified in Section 01410 Regulatory Requirements Interchangeability To the fullest extent possible provide products of the same kind from a single source Products required to be supplied in quantity shall be the same product and interchangeable throughout the Work When options are specified for the selection of any of two or more products the product selected shall be compatible with products previously selected Product Nameplates and Instructions Except for required Code compliance labels and operating and safety instructions locate nameplates on inconspicuous accessible surfaces Do not attach msanufacturer identifying nameplates or trademarks on surfaces exposed to view in occupied spaces or to the exterior 2 Provide a permanent nameplate on each item of service connected or power operated equipment Nameplates shall contain identifying information and HVAC REPLACEMENT PROJECT BASIC PRODUCT REQUIREMENTS ROSEMEAD COMMUNITY RECREATION CENTER 016102 essential operating data such as the following example Name of manufacturer Name of product Model and serial number Capacity Operating and Power Characteristics Labels of Tested Compliance with Codes and Standards 3 For each item of service connected or poweroperated equipment provide operating and safety instructions permanently affixed and of durable construction with legible machine lettering Comply with all applicable requirements of authorities having jurisdiction and listing agencies J Mechanical Product Requirements Comply with requirements specified in Division 15 Mechanical K Electrical Product Requirements Comply with requirements specified in Division 16 Electrical 15 PRODUCT OPTIONS A Product Options Refer to Contract General Conditions Article504 Provisions of Public Contract Code Section 03400 shall apply as supplemented by the following general requirements B Products Specified by Description Where Specifications describe a product listing characteristics required with or without use of a brand name provide a product that has the specified attributes and otherwise complies with specified requirements C Products Specified by Performance Requirements Where Specifications require compliance with performance requirements provide psroduct that comply and are recommended by the manufacturer for the intended application Verification of msanufacturer recommendations may be by product literature or by certification of performance from manufacturer D Products Specified by Reference to Standards Where Specifications require compliance with a standard provided product shall fully comply with the standard specified Refer to general requirements specified in Section 01420 Reference Standards and Abbreviations regarding compliance with referenced standards standard specifications codes practices and requirements for products E Products Specified by Identification of Manufacturer and Product Name or Number Sales source no other product shall be accepted Provide the specified psroduct of the specified manufacturer a If only one manufacturer is specified without acceptable manufacturers being identified provide only the specified psroduct of the specified manufacturer b If the phrase or equal is stated or reference is made to the or equal provision products of other manufacturers may be provided if such products are equivalent to the specified psroduct of the specified manufacturer Equivalence shall be demonstrated during submission of HVAC REPLACEMENT PROJECT BASIC PRODUCT REQUIREMENTS ROSEMEAD COMMUNITY RECREATION CENTER 016103 required submittals 2 Acceptable Manufacturers Psroduct of the named manufacturers if equivalent to the specified psroduct of the specified manufacturer will be acceptable in accordance with the requirements specified herein in the Article titled OR EQUAL PRODUCTS 3 Unnamed manufacturers Products of unnamed manufacturers will be acceptable only as follows a Unless specifically stated that substitutions will not be accepted or considered the phrase or equal shall be assumed to be included in the description of specified psroduct Equivalent products of unnamed manufacturers will be accepted in accordance with the or equal provision specified herein below b If provided products of unnamed manufacturers shall be subject to the requirements specified herein in the Article titled OR EQUAL PRODUCTS 4 Quality basis Specified psroduct of the specified manufacturer shall serve as the basis by which products by named acceptable manufacturers and products of unnamed manufacturers will be evaluated Where characteristics characteristics of the specified product are described where performance characteristics are identified or where reference is made to industry standards such characteristics are specified to facilitate evaluation of products by identifying the most significant attributes of the specified psroduct F Products Specified by Combination of Methods Where products are specified by a combination of attributes including msanufacturer name product brand name product catalog or identification number industry reference standard or description of product characteristics provide products conforming to all specified attributes G Or Equal Provision Where the phrase or equal or the phrase or approved equal is included psroduct of unnamed msanufacturer may be provided as specified above in subparagraph titled Unnamed manufacturers 1 The requirements specified herein in the Article titled OR EQUAL PRODUCTS shall apply to products provided under the or equal provision 2 Use of psroduct under the or equal provision shall not result in any delay in completion of the Work including completion of portions of the Work for use by City or for work under separate contract by City 3 Use of psroduct under the or equal provision shall not result in any costs to City including design fees and permit and plancheck fees 4 Use of psroduct under the or equal provision shall not require substantial change in the intent of the design in the opinion of the Architect The intent of the design shall include functional performance and aesthetic qualities 5 The determination of equivalence will be made by the Architect and such determination shall be final Visual Matching Where Specifications require matching a sample the decision by the HVAC REPLACEMENT PROJECT BASIC PRODUCT REQUIREMENTS ROSEMEAD COMMUNITY RECREATION CENTER 016104 Architect on whether a proposed product matches shall be final Where no product visually matches but the product complies with other requirements comply with provisions for substitutions for selection of a matching product in another category Selection of Products Where requirements include the phrase as selected from msanufacturer standard colors patterns and textures or a similar phrase selections of products will be made by indicated party or if not indicated by the Architect The Architect will select color pattern and texture from the product line of submitted manufacturer if all other specified provisions are met 16 OR EQUAL PRODUCTS A Or Equal Products Products are specified typically by indicating a specified manufacturer and specific products of that manufacturer with acceptable manufacturers identified with reference to this or equal provision If Contractor proposes to provide products other than the specified products of the specified manufacturer provisions of Contract General Conditions Article504 and Public Contract Code Section 3400 shall apply Contractor shall submit if and when directed by Architect complete product data including drawings and descriptions of products fabrication details and installation procedures Include samples where applicable or requested Submit a minimum of 4 copies Form and other administrative requirements shall be as directed by the Architect 2 Include appropriate product data for the specified psroduct of the specified manufacturer suitable for use in comparison of characteristics of products a Include a written pointbypoint comparison of characteristics of the proposed substitute product with those of the specified product b Include a detailed description in written or graphic form as appropriate indicating all changes or modifications needed to other elements of the Work and to construction to be performed by the City and by others under separate with City that will be necessary if the proposed substitution is accepted 3 Or Equal product submissions shall include a statement indicating the ssubstitution effect on the Construction Schedule Indicate the effect of the proposed products on overall Contract Time and as applicable on completion of portions of the Work for use by City or for work under separate contract by City 4 Or Equal product submissions shall include signed certification that the Contractor has reviewed the proposed products and has determined that the products are equivalent or superior in every respect to product requirements indicated or specified in the Contract Documents and that the proposed products are suited for and can perform the purpose or application of the specified product indicated or specified in the Contract Documents 5 Or Equal product submissions shall include a signed waiver by the Contractor for change in the Contract Time or Contract Sum because of the following Or equal product failed to perform adequately b Or equal product required changes in on other elements of the Work HVAC REPLACEMENT PROJECT BASIC PRODUCT REQUIREMENTS ROSEMEAD COMMUNITY RECREATION CENTER 016105 C Or equal product caused problems in interfacing with other elements of the Work 6 If in the opinion of the Architect the or equal product request is incomplete or has insufficient data to enable a full and thorough review of the proposed products the proposed products may be summarily refused and determined to be unacceptable B Product Substitutions For products not governed by the or equal provision comply with substitution provisions of the Contract General Conditions and requirements specified in Section 01630 Product Subsitution Procedures 17 SYSTEM COMPLETENESS A System Completeness Comply with Contract General Conditions Article502 The Contract Drawings and Specifications are not intended to be comprehensive directions on how to produce the Work Rather the Drawings and Specifications are instruments of service prepared to describe the design intent for the completed Work 2 It is intended that all equipment systems and assemblies be complete and fully functional even though not fully described Provide all products and operations necessary to achieve the design intent described in the Contract Documents 3 Refer to related general requirements specified in Section 01410 Regulatory Requirements regarding compliance with minimum requirements of applicable codes ordinances and standards B Omissions and Misdescriptions Contractor shall report to Architect immediately when elements essential to proper execution of the Work are discovered to be missing or misdescribed in the Drawings and Specifications or if the design intent is unclear Should an essential element be discovered as missing or misdescribed prior to receipt of Bids an Addendum will be issued so that all costs may be accounted for in the Contract Sum 2 Should an obvious omission or misdescription of a necessary element be discovered and reported after execution of the Agreement Contractor shall provide the element as though fully and correctly described and a cnoost Change Order shall be executed 3 Refer to related general requirements specified in in Section 01311 Project Coordination regarding construction interfacing and coordination 18 TRANSPORTATION DELIVERY AND HANDLING A Transportation Delivery and Handling General Comply with msanufacturer instructions and recommendations for transportation delivery and handling in addition to the following B Transportation Transport products by methods to avoid product damage C Delivery HVAC REPLACEMENT PROJECT BASIC PRODUCT REQUIREMENTS ROSEMEAD COMMUNITY RECREATION CENTER 016106 Schedule delivery to minimize longterm storage and prevent overcrowding construction spaces Coordinate with installation to ensure minimum holding time for items that are flammable hazardous easily damaged or sensitive to deterioration theft and other losses 2 Deliver products in undamaged condition in msanufacturer original sealed container or packaging system complete with labels and instructions for handling storing unpacking protecting and installing D HandlingProvide equipment and personnel to handle products by methods to prevent soiling marring or other damage 2 Promptly inspect products on delivery to ensure that products comply with contract documents quantities are correct and to ensure that products are undamaged and properly protected 19 STORAGE AND PROTECTION A Storage and Protection General Store and protect products in accordance with msanufacturer instructions with seals and labels intact and legible Periodically inspect to ensure products are undamaged and are maintained under required conditions 2 Products damaged by improper storage or protection shall be removed and replaced with new products at no change in Contract Sum or Contract Time 3 Store sensitive products in weathertight enclosures B Inspection Provisions Arrange storage to provide access for inspection and measurement of quantity or counting of units C Structural Considerations Store heavy materials away from the structure in a manner that will not endanger supporting construction D WeatherResistant Storage 1 Store moisture sensitive products above ground under cover in a weathertight enclosure or covered with an impervious sheet covering Provide adequate ventilation to avoid condensation 2 Maintain storage within temperature and humidity ranges required by msanufacturer instructions 3 For exterior storage of fabricated products place products on raised blocks pallets or other supports above ground and in a manner to not create ponding or misdirection of runoff place on sloped supports above ground 4 Store loose granular materials materials on solid surfaces in a welldrained area Prevent mixing with foreign matter HVAC REPLACEMENT PROJECT BASIC PRODUCT REQUIREMENTS ROSEMEAD COMMUNITY RECREATION CENTER 096907 E Protection of Completed Work Provide barriers substantial coverings and notices to protect installed Work from traffic and subsequent construction operations 2 Remove protective measures when no longer required and prior to Contract Completion review of the Work 3 Comply with additional requirements specified in Section 01560 Temporary Barriers and Enclosures PART PRODUCTS Not Applicable to this Section PART 3 EXECUTION 31 INSTALLATION OF PRODUCTS A Installation of Products Comply with msanufacturer instructions and recommendations for installation of products except where more stringent requirements are specified are necessary due to Project conditions or are required by authorities having jurisdiction 2 Anchor each product securely in place accurately located and aligned with other Work 3 Clean exposed surfaces and provide protection to ensure freedom from damage and deterioration at time of Contract Completion review Refer to additional requirements specified in Section 01560 Temporary Barriers and Enclosures END OF SECTION HVAC REPLACEMENT PROJECT BASIC PRODUCT REQUIREMENTS ROSEMEAD COMMUNITY RECREATION CENTER 016108 SECTION 01630 PRODUCT SUBSTITUTION PROCEDURES PART GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 SECTION INCLUDES A General requirements applicable to substitutions of materials products equipment and systems 13 SUBSTITUTION OF MATERIALS AND EQUIPMENT A Substitutions General Catalog numbers and specific brands or trade names are used in materials products equipment and systems required by the Specifications to establish the standards of quality utility and appearance required Alternative products which are of equal quality and of required characteristics for the purpose intended may be proposed for use provided the Contractor complies with provisions of Contract General Conditions Article504 subject to the following provisions See Section 01610 Basic Product Requirements for requirements regarding product options Substitutions will only be authorized by by properly executed Change Order or Field Instruction 3 The CITY has no obligation to entertain Substitutions B Substitution Provisions 1 Documentation Substitutions will not be considered if they are indicated or implied on shop drawing product data or sample submittals All requests for substitution shall be by separate written request from Contractor See paragraph below for documentation required submission of request for substitution 2 Cost and Time Considerations Substitutions will not be considered unless a net reduction in Contract Sum or Contract Time results to Csity benefit including redesign costs life cycle costs plan check and permit fees changes in related Work and overall performance of building systems 3 Design Revision Substitutions will not be considered if acceptance will require substantial revision of the Contract Documents or will substantially change the intent of the design in the opinion of the Architect The intent of the design shall include functional performance and aesthetic qualities 4 Data It shall be the responsibility of the Contractor to provide adequate data HVAC REPLACEMENT PROJECT PRODUCT SUBSTITUTION PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 046301 demonstrating the merits of the proposed substitution including cost data and information regarding changes in related Work 5 Determination by Architect Architect will determine the acceptability of proposed substitutions and Csity Representative will notify Contractor in writing of acceptance or rejection The determination by the Architect regarding functional performance and aesthetic quality shall be final 6 Non Acceptance If a proposed substitution is not accepted Contractor shall immediately provide the specified product Substitution Limitation Only one request for substitution will be considered for each product C Request for Substitution Procedures Comply with provisions of Contract General Conditions Article504 and the following 1 Contractor shall prepare a request for substitution and submit the request to Architect through Csity Representative for review and recommendation for acceptance Acceptance and approval of substitutions shall be by Csity Representative a Submit a minimum of 4 copies C Comply with other administrative requirements shall be as directed by Csity Representative 2 Substitution requests shall included complete product data including drawings and descriptions of products fabrication details and installation procedures Include samples where applicable or requested 3 Substitution requests shall include appropriate product data for the specified psroduct of the specified manufacturer suitable for use in comparison of characteristics of products a Include a written pointbypaint comparison of characteristics of the proposed substitute product with those of the specified product b Include a detailed description in written or graphic form as appropriate indicating all changes or modifications needed to other elements of the Work and to construction to be performed by the City and by others under separate contracts with City that will be necessary if the proposed substitution is accepted 4 Substitution requests shall include a statement indicating the ssubstitution effect on the Construction Schedule Indicate the effect of the proposed substitution on overall Contract Time and as applicable on completion of portions of the Work for use by City or for work under separate contracts by City 5 Except as otherwise specified substitution requests shall include detailed cost data including a proposal for the net change if any in the Contract Sum HVAC REPLACEMENT PROJECT PRODUCT SUBSTITUTION PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 096302 6 Substitution requests shall include signed certification that the Contractor has reviewed the proposed substitution and has determined that the substitution is equivalent or superior in every respect to product requirements indicated or specified in the Contract Documents and that the substitution is suited for and can perform the purpose or application of the specified product indicated or specified in the Contract Documents Substitution requests shall include a signed waiver by the Contractor for change in the Contract Time or Contract Sum because of the following a Substitution failed to perform adequately b Substitution required changes in on other elements of the Work C Substitution caused problems in interfacing with other elements of the Work d Substitution was determined to be unacceptable by authorities having jurisdiction 8 If in the opinion of the Architect the substitution request is incomplete or has insufficient data to enable a full and thorough review of the intended substitution the substitution may be summarily refused and determined to be unacceptable D Contract Document Revisions 1 Should a Contractor proposed substitution or alternative sequence or method of construction require revision of the Contract Drawings or Specifications including revisions for the purposes of determining feasibility scope or cost or revisions for the purpose of obtaining review and approval by authorities having jurisdiction revisions will be made by Architect or other consultant of City who is the responsible design professional as approved in advance by Csity Representative 2 Services of Architect other responsible design professionals and City for researching and reporting on proposed substitutions or alternative sequence and method of construction shall be paid by Contractor when such activities are considered additional services to the design services contracts of Architect or other responsible design professional with City 3 Costs of services by Architect other responsible design professionals and City shall be paid including travel reproduction long distance telephone and shipping costs reimbursable at cost plus usual and customary markup for handling and billing 4 Such fees shall be paid whether or not the proposed substitution or alternative sequence or method of construction is ultimately accepted by the City and a Change Order is executed 5 Such fees shall be paid from Csontractor portion of savings if a net reduction in Contract Sum results If fees exceed Csontractor portion of net reduction Contractor shall pay all remaining fees unless otherwise agreed in advance by Csity Representative HVAC REPLACEMENT PROJECT PRODUCT SUBSTITUTION PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 016303 PART2 PRODUCTS Not Applicable to this Section PART 3 EXECUTION Not Applicable to this Section END OF SECTION HVAC REPLACEMENT PROJECT PRODUCT SUBSTITUTION PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 016304 SECTION 16470 PANELBOARDS PART 1 GENERAL 1 SUMMARY A Section Includes 1 Distribution panelboards 2 Lighting and appliance branch circuit panelboards 12 RELATED ITEMS A Section 16180 Electrical Connections for Equipment B Section 16190 Supporting Devices C Section 16195 Electrical Identification D Section 16485 Contactors 13 REFERENCES A NEMA AB 1 Molded Case Circuit Breakers B NEMA KS 1 Enclosed Switches C NEMA PB 1 Panelboards D NEMA PB 1 Instructions for Safe Installation Operation and Maintenance of Panelboards Rated 600 Volts or Less 14 DESCRIPTION OF WORK A Provide panelboards of sizes and type with over current protective devices and contactors as scheduled on Drawings 15 SUBMITTALS A Submit shop drawings and product data for equipment and component devices under provisions of Section 01330 Submittals B Include outline and support point dimensions voltage main bus ampacity integrated short circuit ampere rating circuit breaker and fusible switch arrangement and sizes 16 SPARE PARTS A Keys Furnish keys keys to Owner 1 Provide two 2 keys with furnished door locks including cabinet door locks and switchboard locks two 2 keys for lock switches on switchboards or control panels and 2 keys with interlocks or other furnished lock switches Deliver keys to IOR 2 Locks shall be keyed to Corbin No 60 keys for access to operate equipment and Corbin 70 keys for service access Special keys and locks shall only be provided where specified HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY PANELBOARDS RECREATION CENTER 164701 PART 2 PRODUCTS 21 DISTRIBUTION PANELBOARDS A Acceptable Manufacturer 1 Square D General Electric CutlerHammer or Siemens B Panelboards NEMA PB 1 Fusible switch or circuit breaker type C Enclosure NEMA PB 1 Type 1 D Provide cabinet front with concealed trim clamps Finish in msanufacturer standard gray enamel E Provide panel boards with copper ratings as scheduled on Drawings Provide copper ground bus in all panelboards F Minimum Integrated Short Circuit Rating RMS symmetrical as indicated on the plans for 208 volt panel boards 2 BRANCH CIRCUIT PANELBOARDS A Acceptable Manufacturer 1 Square D General Electric CutlerHammer or Siemens B Lighting and Appliance Branch Circuit Panelboards NEMA PB 1 circuit breaker type C Enclosure NEMA PB 1 Type 1 D Cabinet Size Nominal5deep 20 wide E Provide cabinet front with concealed trim clamps concealed continuous piano hinges and flush lock all keyed alike Finish in msanufacturer standard gray enamel Refer to drawings for mounting type F Provide panelboards with copper bus bus ratings as scheduled on Drawings Provide copper ground bus in all panelboards G Minimum Integrated Short Circuit Rating 01000 amperes RMS symmetrical for 208 volt panelboards H Provide Panelboards complete with contactors where indicated on panelboard schedule I Molded Case Circuit Breakers NEMA A131 bolton type thermal magnetic trip circuit breakers with common trip handle for all poles Provide circuit breakers UL listed as Type SWD for lighting circuits PART 3 EXECUTION 31 INSTALLATION A Panelboard schedules are shown on Drawings B Provide filler plates for unused spaces in panelboards C Provide typed panel schedule at each panel 4yOIu1111x5WO HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY PANELBOARDS RECREATION CENTER 164702 SECTION 16441 DISCONNECT SWITCHES INSTALLATION PART 1 GENERAL 1 SUMMARY A Section Includes 1 Installation of Disconnect switches 12 RELATED ITEMS A Section 16440 Disconnect Switches 13 REFERENCES A UL 198C High Intensity Capacity Fuses Current Limiting Types B UL 198E Class R Fuses C NEMA KS 1 Enclosed Switches 14 DESCRIPTION OF WORK A Disconnect switches shall be furnished as part of the work Section 16440 PART 2 PRODUCTS NOT APPLICABLE PART 3 EXECUTION 31 INSTALLATION A Install disconnect switches where indicated on Drawings and required by governing codes Mount at 48 above finished floor to the handle unless noted otherwise B Install fuses in fusible disconnect switches END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY DISCONNECT SWITCHES INSTALLATION RECREATION CENTER 164411 SECTION 16195 ELECTRICAL IDENTIFICATION PART 1 GENERAL 1 SUMMARY A Section Includes 1 Nameplates 2 Wire and cable markers 3 Conduit color coding 12 RELATED ITEMS A Section 09900 Painting B Section 16110 Conduit C Section 16120 Wire and Cable D Section 16130 Boxes E Section 16440 Disconnect Switches F Section 16470 Panelboards 13 SUBMITTALS A Submit shop drawings under provisions of Section 01300 Submittals B Include schedule for nameplates and tape labels PART 2 PRODUCTS 21 MATERIALS A Nameplates Engraved threelayer laminated plastic white letters on a black background for equipment on normal utility power system white letters on a red background for equipment on emergency or standby power system B Wire and Cable Markers Cloth markers split sleeve or tubing type C Tape 34wide vinyl adhesive backed marking tape color as specified herein HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY ELECTRICAL IDENTIFICATION RECREATION CENTER 161951 PART 3 EXECUTION 31 INSTALLATION A Degrease and clean surfaces to receive nameplates B Install nameplates parallel to equipment lines C Secure nameplates to equipment fronts using screws rivets or adhesive Secure nameplate to dead front barrier recessed panelboards in finished locations D Embossed tape will not be permitted for any application 32 WIRE IDENTIFICATION A Provide wire markers on each conductor in panelboard gutters pull boxes outlet and junction boxes and at load connection Identify with branch circuit or feeder number for power and fighting circuits and with control wire number as indicated on schematic and interconnection diagrams or equipment msanufacturer shop drawings for control wiring 3 NAMEPLATE ENGRAVING A Provide nameplates to identify all electrical distribution and control equipment and loads served Letter Height Y for individual switches and loads served a for distribution and control equipment identification 34 COLOR CODING A Use colored tape to identify systems in conduit and outlet box interior as follows SYSTEM DESIGNATION TAPE COLOR FIRE ALARM RED TELEPHONE BLUE EPOS AND NETWORK ORANGE SECURITY YELLOW TELEVISION DISTRIBUTION GREEN TEMPERATURE CONTROL WHITE 1 Install tape in 3 bands at each end of conduit B Apply two stripes of tape within each outlet box for low voltage systems C Paint fire alarm system junction and pull box covers red HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY ELECTRICAL IDENTIFICATION RECREATION CENTER 161952 D Conductor of branch circuits connected to the same system conform to the following color code VOLTS PHASE A PHASE B PHASE C NEUTRAL 120208 BLACK RED BLUE WHITE END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY ELECTRICAL IDENTIFICATION RECREATION CENTER 161953 l9IiisXBEi45If DISCONNECT SWITCHES PART 1 GENERAL 1 SUMMARY A Section Includes 1 Disconnect switches 2 Fuses 3 Enclosures 12 REFERENCES A UL 198C HighIntensity Capacity Fuses Current Limiting Types B UL 198E Class R Fuses C NEMA KS 1 Enclosed Switches 13 SUBMITTALS A Submit product data under provisions of Section 01330 Submittals B Include outline drawings with dimensions and equipment ratings for voltage capacity horsepower and short circuit PART 2 PRODUCTS 21 DISCONNECT SWITCHES A Acceptable Manufacturer 1 Square D General Electric Cutler Hammer and Siemens B Fusible Switch Assemblies Horsepower rated heavy duty type quickmake quickbreak load interrupter enclosed knife switch with externally operable handle interlocked to prevent opening front cover with switch in ON position Handle lockable in OFF position Fuse Clips Designed to accommodate Class R fuses only and reject all others C Non fusible Switch Assemblies Horsepower rated heavy duty type quickmake quick break load interrupter enclosed knife switch with externally operable handle interlocked to prevent opening front cover with switch in ON position Handle lockable in OFF position D Enclosures NEMA KS 1 Type 1 for interior and type 3R for exterior locations HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY DISCONNECT SWITCHES RECREATION CENTER 164401 2 FUSES A Acceptable Manufacturers 1 Bussmann 2 Gould Shawmutt 3 Littelfuse B Fuses 600 Amperes and Less UL 198E Class RK5 sized as indicated on Drawings C Interrupting Rating 0200 RIMS amperes PART 3 EXECUTION NOT APPLICABLE END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY DISCONNECT SWITCHES RECREATION CENTER 164402 SECTION 16190 SUPPORTING DEVICES PART 1 GENERAL 1 SUMMARY A Section Includes 1 Conduit and equipment supports 2 Fastening hardware 12 RELATED ITEMS A Section 03300 CastinPlace Concrete Concrete equipment pads B Section 16110 Conduit C Section 16441 Disconnect Switches Installation 13 COORDINATION A Coordinate size shape and location of concrete pads with Section 03300 CastinPlace Concrete 14 QUALITY ASSURANCE A Support systems shall be adequate for weight of equipment and conduit including wiring which they carry 15 REFERENCES A APA American Plywood Association B UL Building Materials Directory PART 2 PRODUCTS 21 SUPPORT CHANNELS A Acceptable Manufacturers 1 Beeline 2 Kindorf 3 Unistrut 4 Substitutions Under provisions of Section 01600 B 12 gauges galvanized or painted steel Usection12square nominal in section C Hardware Manufacturers standard as required to support equipment Provide corrosion resistant finish D Threaded Rod Zinc plated steel W diameter minimum sized to support load required with safety factor of 2 HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY SUPPORTING DEVICES RECREATION CENTER 161901 2 BACKBOARDS A Plywood Boards APA CD or CD Plugged Group 2 Exposure 1 Provide fire retardant treated material pressure impregnated with Osmose Flameproof or Koppers NOW COM and bearing a UL label indicating fire hazard classification of 25 or less or an FR S Classification PART 3 EXECUTION 31 INSTALLATION A Fasten hanger rods conduit clamps and outlet and junction boxes to building structure using bolts beam clamps and spring steel clips B Use toggle bolts or hollow wall fasteners in hollow masonry plaster or gypsum board partitions and walls expansion anchors in solid masonry walls self drilling anchors or expansion anchor on concrete surfaces sheet metal screws in sheet metal studs and wood screws in wood construction C Do not secure materials to architectural wall panel system except at steel studs as approved by architect D DO NOT FASTEN SUPPORTS TO PIPING DUCTWORK MECHANICAL EQUIPMENT OTHER CONDUIT OR ROOF DECK E Do not use powderactuated anchors F Do not drill through structural framing members except except as shown for receptacle telephone temperature sensor and AA devices in columns G Fabricate supports from structural steel or steel channel rigidly welded or bolted to present a neat appearance Use hexagon head bolts with spring lock washers under all nuts H Install free standing electrical equipment on concrete pads four inches high and overlapping equipment footprint by two inches on all sides I Install surface mounted cabinets and panelboards with minimum of four anchors Provide steel channel supports to stand cabinet one inch off wall or on 34 inch plywood backboards J Install plywood backboards over gypsum board or directly to stud framing as indicated Fasten to studs with selftapping screws according to APA recommendations K Bridge studs top and bottom with channels to support flush mounted cabinets and panelboards in stud walls L Support equipment and fixtures from the top chord of bar joists Connect hanger at bar joist top chord panel point that is the point at which the vertical or angular member of bar joist is attached to the top chord Provide steel channels to span between joists to locate hangers properly Exception where spacing of fixtures requires the use of screw eyes 1 Note DO NOT support equipment conduit or fixtures from the roof deck M Locate panel point loads at least 6 feet from any other panel point load on the same joist 1 Note DO NOT exceed a maximum allowable load of 88 lb to any joist panel point HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY SUPPORTING DEVICES RECREATION CENTER 161902 END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY SUPPORTING DEVICES RECREATION CENTER 161903 SECTION 16180 ELECTRICAL CONNECTIONS FOR EQUIPMENT 1Z4111111imeNURIZIM 1 SUMMARY A Section Includes 1 Electrical connections to equipment specified under other Sections 2 Electrical connections to Owner supplied equipment 3 Electrical contractor shall coordinate and verify the connections and power requirements of all equipment provide by other trades before installation and rough in 12 RELATED ITEMS A Section 16120 Wire and Cable 13 REFERENCES A NEMA WD 5 SpecificPurpose Wiring Devices B UL Building Materials Directory 14 QUALITY ASSURANCE A Field verifies equipment rating with msanufacturer nameplate data Adjust feeds fuses or over current protectors as required to comply with code requirements 21 LUGS A Acceptable Manufacturers 1 ILSCO 2 Teledyne Penn Union 3 The Wiremold Company 4 Burndy Corporation B Compression Type Seamless one piece copper size for conductor applied to C Connections to Set Screw Lugs Pin type compression fittings for use on conductor sizes 2 AWG and larger with barrels filled with conductive paste 2 CRIMPON TERMINALS A Acceptable Manufacturers 1 AMP Distributor Industries 2 3M Company 3 ThomasBetts HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY ELECTRICAL CONNECTIONS FOR EQUIPMENT RECREATION CENTER 161801 B Crimp on insulated for conductor ranging 14 through 10 AWG flanged fork or ring tongue style 23 CONNECTORS SPLICES TAPS A Acceptable Manufacturers 1 AMP Distributor Industries 2 OZ Gedney 3 ILSCO 4 Burndy B Compression or setscrew type insulating cover for use on conductor sizes 8 AWG and smaller C Compression type or split bolt connectors with insulating covers for conductor sizes 6 AWG and larger 24 WIRE CONNECTORS A Acceptable Manufacturers 1 AMP Distributor Industries 2 Ideal Industries 3 3M Company B Conical spring type with plastic or nylon insulating outer shell color coded to denote wire size for conductor sizes 14 through 10 AWG C Butt compression style insulating crimp splices for conductors smaller than 14 AWG PART 3 EXECUTION 31 INSTALLATION A Bus Connection Use compression lugs bolt to bus bars using cap screws lock washers and nuts of material electrically compatible with bus for connections to switchboard and main distribution panelboards only B Set Screw Lug Connection Install pin type compression fitting of similar construction as compression lugs C Terminations to Motors Use crimpon connectors for motor terminations from stranded conductors and where terminal lugs are not provided at connection point Use ring tongue terminals wherever possible D Use crimping tool supplied by manufacturer of connector to install on conductor Do not remove conductor strands or oversize terminators Apply insulating tape over exposed conductor surfaces to 150 of the conductor insulating material E Strip conductor insulation as prescribed by the manufacturer of the terminator Use conductive paste where required for dissimilar materials or as recommended by the manufacturer F Tighten connections to ensure maximum surface contact between terminals HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY ELECTRICAL CONNECTIONS FOR EQUIPMENT RECREATION CENTER 161802 END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY ELECTRICAL CONNECTIONS FOR EQUIPMENT RECREATION CENTER 161803 SECTION 16120 WIRE AND CABLE PART 1 GENERAL 1 SUMMARY A Section Includes 1 Building wire 2 Wiring connections and terminations 12 RELATED ITEMS A Section 16110 Conduit B Section 16180 Electrical Connections for Equipment 13 REFERENCES A ANSIASTM B3 Annealed Bare Copper Conductor B NEMA WC 3 Rubber Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy C NEMA WC 5 Thermoplastic Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy D NFPA 70 National Electrical Code E UL 44 Standard for Rubber Insulated Wires and Cables F UL 83 Standard for Safety of Thermoplastic Insulated Wire and Cable PART 2 PRODUCTS 21 BUILDING WIRE A Thermoplastic insulated Building Wire NEMA WC 5 UL 83 ANSIASTM B3 B Rubber insulated Building Wire NEMA WC 3 UL 44 ANSIASTM B3 C Conductors Copper 600 volt insulation TTHHWHNN or XHHW stranded conductor D Control Circuits 14 AWG Copper stranded conductor 600 volt insulation TTHHWHNN multi conductor cable color coded E MetalClad MC Cable A factory assembly of one or more conductors each individually insulated and enclosed in a metallic sheath of interlocking tape or a smooth or corrugated tube UL 1569 HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY WIRE AND CABLE RECREATION CENTER 161201 PART 3 EXECUTION 31 GENERAL WIRING METHODS A Use no wire smaller than 12 AWG for power and lighting circuits and no smaller than 14 AWG for control wiring Switch legs are not considered control wiring B Use 10 AWG conductor for 20 ampere 120 volt branch circuit home runs longer than 75 feet and for 20 ampere 277 volt branch circuit home runs longer than 150 feet C Splice only in junction or outlet boxes D Place no more than six 6 current carrying conductors in the same raceway unless indicated on Drawings E Neatly train and lace or tie wiring inside boxes equipment cabinets and panelboards F Make conductor lengths for parallel conductors equal G Use 90C wire for feed through wiring in channels of continuous row fluorescent fixtures 32 WIRING INSTALLATION IN RACEWAYS A Pull all conductors into a raceway at the same time Use UL listed wire pulling lubricant for pulling six 6 AWG and larger wires B Install wire in raceway after interior of building has been physically protected from the weather and all mechanical work likely to injure conductors has been completed C Swab raceway system installed underground 1 and larger with sponge and drawstring before installing conductors 3 WIRING CONNECTIONS AND TERMINATIONS A Use solderless pressure connectors with insulating covers for copper wire splices and taps for conductor size 8 AWG For 10 AWG and smaller use insulated spring wire connectors with plastic caps B Use split bolt connectors for splices and taps 6 AWG and larger Tape uninsulated conductors and connectors with electrical tape to 150 of the insulation value of conductor C Thoroughly clean wires before installing lugs and connectors D Make splices taps and terminations to carry full ampacity of conductors without perceptible temperature rise E Terminate spare conductors with wire nuts and electrical tape F MC cable may be used where allowed by the National Electrical Code and authority having jurisdiction Installation shall conform to the requirements of the National Electrical Code G Areas above ceilings are are air plenums Low voltage wiring run within these spaces shall either be run in conduit or shall be plenum rated cabling meeting the requirements of the H National Electrical Code HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY WIRE AND CABLE RECREATION CENTER 161202 34 FIELD QUALITY CONTROL A Contractor shall field inspect and test installation as follows 1 Inspect wire and cable for physical damage and proper connection 2 Torque test conductor connections and terminations to msanufacturer recommended values 3 Perform continuity test on all power and equipment conductors Verify proper phasing connections 4 Test each feeder by means of a megohmeter insulation tester Impress a voltage of no less than 500 volts DC upon the circuit being tested Correct insulation deficiencies which show an insulation resistance of less than one megohm test with conductors connected to their respective terminals with switch or circuit breaker in the off position END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY WIRE AND CABLE RECREATION CENTER 161203 SECTION 16130 119001 PART 1 GENERAL 1 SUMMARY A Section Includes 1 Wall and ceiling outlet boxes 2 Floor boxes 3 Pull and junction boxes 12 RELATED ITEMS A Section 03300 CastinPlace Concrete Concrete slabs B Section 06400 Architectural Woodwork C Section 09250 Gypsum Board Sealing around boxes penetrating gypsum board partitions D Section 09650 Resilient Base E Section 16110 Conduit F Section 16120 Wire and Cable G Section 16195 Electrical Identification 13 REFERENCES A NEMA OS 1 SheetSteel Outlet Boxes Device Boxes Covers and Box Supports B NEMA 250 Enclosures for Electrical Equipment 1000 Volts Maximum C UL Building Materials Directory PART 2 PRODUCTS 21 OUTLET BOXES A Sheet Metal Outlet Boxes NEMA OS 1 galvanized steel with 2 and knockouts B Cast Boxes Shallow for column mounting deep for other applications such as all floor mounted devices hubless with Yz NPS threaded holes as required gasketed cover 2 FLOOR BOXES A Floor Boxes for Installation in CastInPlace Concrete Floors 1 Fully adjustable shallow concrete tight cast iron single or double gang threaded hubless conduit entrances as required at each location 2 Non metallic PVC boxes are not allowed HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BOXES RECREATION CENTER 161301 3 Boxes used shall be in full compliance with LA County 23 PULL AND JUNCTION BOXES A Sheet Metal Boxes NEMA OS 1 galvanized steel with cover plate B Sheet Metal Boxes Larger Than 12 300 mm in any dimension Hinged cover enclosures C Junction and Pull boxes 1 Junction and pull boxes in addition to those indicated shall only be used in compliance with codes recognized standards and Contract Documents 2 Interior and non weatherproof boxes shall be constructed of blue or galvanized steel with ample laps spot welded and shall be rigid under torsion and deflecting forces Boxes shall be furnished with auxiliary angle iron framing where necessary to ensure rigidity 3 Covers shall be fastened to box with a sufficient number of brass machine screws to ensure continuous contact all around Flush type boxes shall be drilled and tapped for cover screws if boxes are not installed plumb Surfaces of pull and junction boxes and covers shall be labeled in black marker ink designating system panelboard and circuit designation contained in box In exposed Work designation shall be installed on inside of pullbox or junction box cover 4 Weatherproof NEMA 3R pull and junction boxes shall conform to foregoing for interior boxes with following modifications a Cover of flush mounting boxes shall be furnished with a weathertight gasket cemented to and trimmed even with cover all around b Surface or semi flush mounting pull and junction boxes shall be UL or another Nationally Recognized Testing Laboratory NRTL listed as rain tight and shall be furnished complete with threaded conduit hubs C Exposed portions of boxes shall be galvanized and finished with one prime coat and one coat of bakedon gray enamel unless already furnished with factory bakedon finish 5 Junction and pull boxes shall be rigidly fastened to structure and shall not depend on conduits for support 6 Underground Concrete Pull Boxes a Precast concrete pull boxes Concrete pull boxes shall be traffic type reinforced for H20 wheel loading and pre cast concrete Pull boxes shall consist of a base section top ring and cover Base section shall be furnished with knockouts in each side Pull boxes shall be furnished with a minimum of 6 diameter sump knockout and one inch diameter ground rod knockout In pull boxes furnish and install cable racks on walls Covers shall be traffictype consisting of steel safety plate bolted to frame Covers shall be marked as electrical power or signal as required Pull boxes shall be as manufactured by Quickset or equal b Provide end bells in duct entrances Terminate each metal conduit with insulated bushing provided with a grounding terminal C Install pulling irons on opposite walls and below horizontal centerlines of ducts and brickedup openings and in bottom Install pulling irons with each end hooked around a reinforcing bar HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BOXES RECREATION CENTER 161302 d Remove floor drain knockout and provide a depth of 24 of crushed rock below box extending a minimum of 6 beyond on all sides e Permanently and effectively ground metal equipment cases cable racks and similar items in pull boxes to site grounding electrode system Provide grounding conductor in compliance with CEC Article 250 f Provide 6 deep sand base under pull boxes g Identify power and signal cables by tagging in manholes and pull boxes Tie securely to cables with nylon cord h Top of steel plate shall provide a minimum coefficient of static friction of 05 for either wet or dry locations when tested for any shoe sole material Test shall comply with ASTM D1047 or F489 or F609 standards Submit msanufacturer test results for Asrchitect review as part of materials and equipment submittals PART 3 EXECUTION 31 COORDINATION OF BOX LOCATIONS A Provide electrical boxes as shown on Drawings and as required for splices taps wire pulling equipment connections and code compliance B Electrical box locations shown on drawings are approximate unless dimensioned Verify location of floor boxes and outlets in Sales Floor fixtures with Oswner fixturing and electrical drawings prior to roughin C Locate and install boxes to allow access Where installation is inaccessible coordinate locations and sizes of required access doors with Section 08305 D Locate and install to maintain headroom and to present a neat appearance 32 OUTLET BOX INSTALLATION A Do not install boxes backtoback in walls Provide minimum 6 inch separation B Locate boxes in masonry walls to require cutting of masonry unit corner only Coordinate masonry cutting to achieve neat openings for boxes C Provide knockout closures for unused openings D Support boxes independently of conduit except for cast boxes that are connected to two rigid metal conduits both supported within 12 of box E Use multiplegang boxes where two or more devices are mounted together do not use sectional boxes Provide barriers to separate wiring of different voltage systems F Install boxes in walls without damaging wall insulation G Coordinate mounting heights and locations of outlets mounted above counters benches backsplashes and similar fixtures H Position outlets with respect to luminaries locations shown on reflected ceiling plans I In inaccessible ceiling areas position outlets and junction boxes within 6 of recessed luminaries to be accessible through luminaries ceiling opening Provide recessed outlet boxes in finished areas secure boxes to interior wall and partition studs accurately position to surface finish Use stamped steel stud bridges for flush outlets in hollow stud wall and adjustable steel channel fasteners for flush ceiling outlet boxes HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BOXES RECREATION CENTER 161303 K Align wallmounted outlet boxes for switches and similar devices plumb and true with building lines L Provide cast outlet boxes in exterior locations and wet locations 3 FLOOR BOX INSTALLATION A Set boxes level and flush with finish flooring material Plug boxes to prevent entrance of concrete B Use cast iron floor boxes for installations in slab on grade 34 PULL AND JUNCTION BOX INSTALLATION A Locate pull boxes and junction boxes above accessible ceilings or in unfinished areas B Support pull and junction boxes independent of conduit END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BOXES RECREATION CENTER 161304 SECTION 16110 PART 1 GENERAL 1 SUMMARY A Sec 123456 Lion Includes Rigid metal conduit and fittings Intermediate metal conduit and fittings Electrical metallic tubing and fittings Flexible metal conduit and fittings Liquid tight flexible metal conduit and fittings Non metallic conduit and fittings 12 RELATED ITEMS A Section 02315 EBauritlhdwinorgk Area Excavation and backfill for conduit and utilities within building area B Section 03300 CastinPlace Concrete Protective envelope for underground conduit installations C Section 07620 Sheet Metal Flashing and Trim D Section 07840 Fire stopping E Section 09250 Gypsum Board Sealing around conduit penetrating nonfire rated gypsum board partitions 13 REFERENCES A ANSI C180 Rigid Steel Conduit Zinc Coated B ANSI C380 Electrical Metallic Tubing Zinc Coated C ANSINEMA FBA Fittings and Supports for Conduit and Cable Assemblies D D NEMA RN1 PVC ExternallyCoated Galvanized Rigid Steel Conduit and Electrical Metallic Tubing E NEMA TC2 Electrical Plastic Tubing EPT and Conduit EPC40 and EPC80 F F NEMA TC 3 PVC Fittings for Use with Rigid PVC Conduit and Tubing G UL Building Materials Directory 14 SUBMITTALS A Submit product data sheets and Materials Safety Data Sheets MSDS for all adhesives and sealants used to install conduits raceways including fire stopping through penetration sealants and other materials included in this Section of Work HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY CONDUIT RECREATION CENTER 161101 Do not exceed the volatile organic compound VOC limits of South Coast Air Quality Management District Rule 1168 for all adhesives and sealants used Highlight actual VOC levels in grams per liter gL on the product data sheet for each adhesive and sealant used PART 2 PRODUCTS 21 RIGID METAL CONDUIT AND FITTINGS A Rigid Steel Conduit ANSI C180 B PVC Externally Coated Conduit NEMA RN1 rigid steel conduit with external galvanized surface C Fittings and Conduit Bodies ANSINEMA FB 1 threaded type material to match conduit 2 INTERMEDIATE METAL CONDUIT IMC AND FITTINGS A Conduit Galvanized steel UL 1242 B Fittings and Conduit Bodies ANSINEMA FBA use fittings and conduit bodies specified above for rigid steel conduit 23 ELECTRICAL METALLIC TUBING EMT AND FITTINGS A EMT ANSI C380 galvanized tubing B Fittings and Conduit Bodies ANSINEMA FB1 steel compression or set screw type 24 FLEXIBLE METAL CONDUIT AND FITTINGS A Conduit FS WWC 566 steel B Fittings and Conduit Bodies ANSINEMA FB1 25 LIQUIDTIGHT FLEXIBLE CONDUIT AND FITTINGS A Conduit UL File 52123 galvanized steel flexible conduit with UL 360 PVC jacket B Fittings and Conduit Bodies ANSINEMA FB1 26 RIGID NON METALLIC CONDUIT AND FITTINGS A Conduit NEMA TC 2 Schedule 40 PVC B Fittings and Conduit Bodies NEMA TC 3 27 EXPANSION AND DEFLECTION COUPLINGS A Expansion and deflection couplings UL 467 and UL 514 accommodate 34 deflection expansion or contraction in any direction allow 30 degree angular deflections watertight corrosion resistant and compatible with rigid conduit or IMC 28 CONDUIT SUPPORTS A Conduit Clamps Straps and Supports Steel or malleable iron HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY CONDUIT RECREATION CENTER 161102 29 SEALANT A Refer to Section 07840 Fire stopping for approved manufacturers and requirements for fire stopping systems and products Products selected are to be based on tested UL designs 120 UNDERFLOOR METAL WRAALCKEERWDUACYT SYSTEM A Manufacturer 1 Walkerduct Underfloor Duct by Walker Systems Inc a Wiremold Company The manufacturer shall demonstrate a minimum of five years experience with this type of underfloor duct system 2 Components a Typical layout as shown on drawings will consist of multiple ducts feeding multiple distribution ducts Walkerduct raceways shall be on specified centers and shall consist of No 2 duct for power andr No 4 duct for data wiring running parallel as indicated on the drawings b The No 2 duct shall have outside dimensions of 3 18 79mm x 1 14 32mm with an interior cross sectional area of334 sq in 215sq cm The No 4 duct shall have outside dimensions of 6 12165mm x 1 12 38mm with an interior cross sectional area of872 sq in 563sq cm The duct shall be of onepiece continuous weld construction in 16 ga 15mm galvannealed steel The weld shall be continuous and on the side of the duct so as not to impede drilling for aftersets Standard lengths are 10 305cm C Zinc die cast presets shall be mounted 12 305mm or 24 610mm on center of the duct as standard Other preset spacing shall be available from the manufacturer They shall be a minimum of7822mm over the top of the duct Round inserts shall have an inside diameter of 2 51mm IPS capable of housing 2 51mm conduit a beveled base which is expanded into the duct to form a continuous passageway and a removable steel cap that is recessed to receive concrete Single level junction boxes have openings on four sides for duct connections and on four corners for conduit adapters All duct and conduit connections shall be completely grounded Junction boxes shall provide for 1 14 32mm bend radius of cables inside box The manufacturer shall supply any parts necessary to extend the height of each junction box as required by floor treatments HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY CONDUIT RECREATION CENTER 161103 The junction box shall be available with either a round or square access opening Access cover plates shall be 1464mm thick Boxes shall withstand a minimum 300 lb concentrated load as required by UL Standard 884 Heavyduty junction boxes shall be use for areas where heavy equipment will travel across the finished floor Such heavyduty junction boxes shall have internal supports and 3895mm thick access cover plates d Activations shall be supplied in quantities equal to 15 of the supplied presets or as detailed herein Activations shall be the 525 Series Multiplex Series and 1200 Series service fittings as manufactured by Walker Systems e Other system components shall be provided as required All elbows shall provide 2 51 mm minimum bend radius Standards Underwriters Laboratories Inc UL 884 Standard for Underfloor Raceways and Fittings National Electrical Code Article 390 Underfloor Raceways NFPA No 70 Canadian Underwriters Laboratories cUL Standard C222 No 80 211 PROTECTIVE COATINGS A Corrosion Resistant Coatings Coatings Asphaltic base liquid Koppers Bitumastic 50 PART 3 EXECUTION 31 CONDUIT SIZING ARRANGEMENT AND SUPPORT A Size as indicated on the Drawings where size is not shown base onNECtables for conductors being installed Use trade size minimum for branch circuit home runs to panel boards for conduits installed below grade and floor slabs Minimum size for any conduit work is 12 trade size B Arrange conduit to maintain 80 minimum headroom and present a neat appearance C Rack horizontal runs of exposed conduit in stockrooms and shippingreceiving area above bottom chord of bar joists D Route conduit parallel and perpendicular to walls and adjacent piping E Maintain minimum 6 clearance between conduit and piping Maintain 12 clearance between conduit and heat sources such as flues and heating appliances Maintain minimum 2 clearance between conduit and bottom of roof deck F Arrange conduit supports to prevent distortion of alignment by wire pulling operations Fasten conduit using onehole galvanized straps with clamp backs layin adjustable hangers clevis hangers bolted split stamped galvanized hangers or UL listed hanger G Group conduit in parallel runs where practical and use conduit rack constructed of steel channel with conduit straps or clamps Provide space for 25 additional conduit H Do not fasten conduit with wire or perforated pipe straps Remove wire used for temporary conduit support during construction before conductors are pulled HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY CONDUIT RECREATION CENTER 161104 32 CONDUIT INSTALLATION A Cut conduit square using a saw or pipe cutter ream and deburr cut ends B Bring conduit to the shoulder of fittings and couplings and fasten securely C Use conduit hubs for fastening conduit to cast boxes and for fastening conduit to sheet metal boxes in damp or wet locations D Install no more than the equivalent of four 90 degree bends between boxes E Use conduit bodies to make sharp changes in direction as around beams F Use hydraulic oneshot conduit bender or factory elbows for bends in conduit 14 and larger G Avoid moisture traps where possible where unavoidable provide junction box with drain fitting at conduit low point H Use suitable conduit caps to protect installed conduit against entrance of dirt and moisture I Provide No 12 AWG insulated conductor or suitable pull string in empty conduit except sleeves and nipples J Install expansion fittings where conduit crosses building expansion or seismic jWohinetrse conduit penetrates firerated walls provide pipe sleeve two sizes larger than conduit seal opening around conduit with fire rated sealant K Where conduit penetrates waterproofed foundation walls or floors provide waterproof sleeves with waterproofing materials compatible with the waterproofing system being installed on surface being penetrated L Route conduit through roof openings for piping and ductwork where possible otherwise route through roof membrane with flashing by roofing contractor M Do not cast conduit within floor slabs N Apply a continuous even coat of corrosion resistant coating on metallic conduit in contact with soil O Tape wrap or bitumastic paint to coat rigid steel factory elbows for bends in rigid metallic conduit runs below grade longer than 100 feet or which have three 3 or more bends within the first 100 feet P Wipe rigid non metallic conduit clean and dry before joining Apply full even coat of cement to entire area that will be inserted into fitting Let joint cure for period recommended by the manufacturer Q Provide backfill material in accordance with Section 02205 for all conduits installed in soil 3 CONDUIT USES PERMITTED A Underground Secondary Service Entrance Installations from Transformer to Building Rigid steel conduit Plasticcoated rigid steel conduit Schedule 40 plastic conduit B Branch Circuit or Feeder Installations Underground Rigid steel conduit Intermediate metal conduit Schedule 40 plastic conduit C Exposed Outdoor Locations Rigid steel conduit Intermediate metal conduit HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY CONDUIT RECREATION CENTER 161105 D Wet Interior Locations Rigid steel conduit Intermediate metal conduit Liquid tight flexible conduit in lengths not to exceed 18 E Concealed Dry Interior Locations Rigid steel conduit 2 trade size minimum conduit Intermediate metal conduit Electrical met allic tubing F Exposed Dry Interior Locations Rigid steel where subject to physical damage and below five feet above floor in loading dock area Intermediate metal conduit Electrical metallic tubing G Connections subject to Vibration 1 Dry Locations Provide flexible metal conduit for connections to transformers motors emergency generator and other vibrating equipment 2 Wet locations and Food Service Equipment Provide liquid tight flexible conduit 341 WALKERDUCT SYSTEM INSTALLATION A Preparation Manufacturer suggests a vapor barrier be installed in any slab on grade construction Manufacturer recommends welded wire fabric or mesh be installed in the top 1 25mm of the concrete slab to limit cracks in the slab due to expansion and contraction from temperature variations B Installation Compare and coordinate the architectural and electrical drawings with the Walker installation drawings for any incorrect dimensions or details Do not proceed with installation until incorrect details or dimensions are corrected a Install distribution raceway system and accessories in accordance with the msanufacturer suggested installation instructions and as herein specified The duct shall be located in strict accordance with the electrical drawings in order to maintain the electrical module spacing Any burrs or sharp edges on material shall be removed b Place duct on the supports and align presets attach couplings and duct supports to duct All joints shall be secured with grounding screws or clips The duct supports and the duct distribution system shall be adjusted so the top of the presets are 1832mm to3895mm below the screed line C Permanently fasten the duct supports to the supporting framework Spacing between supports shall not exceed 5 152cm The raceway supports shall provide for 1 1432mm adjustment d Marker screw caps shall be used in place of the standard preset mudcaps in each preset adjacent to a junction box on each side of a permanent wall in the final preset of each duct run and on both sides of a change in direction of duct HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY CONDUIT RECREATION CENTER 161106 e Before concrete placement make a final inspection of the entire duct system Any gaps in the system shall be sealed with Walker 290G sealing compound or duct tape to prevent mortar or concrete from entering system Level junction box cover plates flush with finished concrete floor After placement of concrete fill and before wiring is installed remove debris and other foreign materials from duct system Install service fittings after installation of floor finishes Cut floors as necessary following duct msanufacturer recommendations If moisture is present remove cover plates from junction boxes as necessary to allow air circulation Pull wire and cable from outlet insert toward junction boxes Do not use the installed raceway system as working platforms or walkways C Construction 1 Concrete topping shall be as indicated on the drawings and as specified under Section 03300 No concrete containing chlorides from any source shall be placed over duct system Reinforced concrete design shall be in accordance with American Concrete for Buildings AC1301 72 and ACI Building Code Requirements for Reinforced Concrete AC131883 Concrete placement shall follow proper and accepted industry practice and be in accordance with ACI Recommended Practice for Measuring Mixing Transporting and Placing Concrete AC130473 2 Concrete must be vibrated at all headers junction boxes and duct to insure that the concrete completely fills underneath the duct system Care must be taken not to over vibrate Shrinkage and temperature reinforcement above the duct systems shall be in accordance with ACI31883 Care shall be taken during concrete placement and in particular during concrete vibration to prevent rising of top reinforcement within the slab Contractors placing the concrete shall carefully hand finish a minimum of 24 610mm adjacent to junction box access openings so that the top of finished concrete and junction box access openings are flush with each other END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY CONDUIT RECREATION CENTER 161107 SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS PART 1 GENERAL 1 QUALITY REQUIREMENTS A Meet requirements of latest edition of NEC and other national state and local regulations that may apply B Where requirements indicated in the Contract Documents are in excess of applicable codes and standards the Contract Documents take precedence C Installation shall be in accordance with the National Electrical Installation Standards NEIS and NECA 12 RELATED SECTIONS A Basic Electrical Requirements Section 16010 13 SUBMITTALS A Submit in accordance with Section 01302 Submittals PART 2 PRODUCTS 21 Provide equipment and material listed by UL or ETL 2 BOXES ENCLOSURES KEYS and LOCKS A Outlet Boxes and Fittings 1 Outlet boxes used in concealed work shall be galvanized steel pressed or welded type with knockouts 2 In exposed work outlet boxes and conduit fittings required where conduit runs change direction or size shall be cast metal with threaded cast hubs cast integral with box or fitting Boxes and fittings shall not have unused spare hubs except as otherwise indicated or specified 3 Fittings shall be cast metal and non corrosive Ferrous metal fittings shall be cadmium plated or zinc galvanized Castings shall be true to pattern smooth straight with even edges and corners of uniform thickness of metal and shall be free of cracks gas holes flaws excessive shrinkage and burntout sand 4 Covers for fittings shall be galvanized steel or non corrosive aluminum and shall be designed for particular fitting used 5 Light fixture outlets shall be 4 octagon 4 square and 2 18 deep or larger depending upon number of wires or conduits therein and shall be equipped with 38malleable iron fixture studs and plaster rings Plaster rings shall have round opening with 2 ears drilled 22323center to center HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC ELECTRICAL MATERIALS AND METHODS RECREATION CENTER 160501 6 For local switch outlets use 4 square 2 18 deep boxes for single gang 5 square boxes for twogang and special solid gang boxes with gang plaster ring for more than 2 switches 7 For all receptacle clock bell fire alarm pull station speaker thermostat telephone and data outlets use 4 square 2 18 deep boxes or larger if necessary with single gang plaster rings For television outlets use 4gang deep boxes and 4gang plaster rings 8 Plaster rings shall be provided on all flush mounted outlet boxes except where otherwise indicated or specified All plaster rings shall be same depth as finished surface 9 In existing plywood wall or drywall construction and where flexible steel conduit is fished into walls onegang and twogang outlets for wiring devices may be sectional steel boxes with plaster ears Boxes shall be fastened to plywood with a flat head screw in each plaster ear screw hole Boxes fastened to gypsum board shall be Gripsite by Raco 10 Factory made knockout seals shall be installed to seal all box knockouts which are not intact 11 At each location where flexible conduit is extended from a flush outlet box provide and install a weatherproof universal box extension adapter B JUNCTION AND PULLBOXES 1 Junction and pullboxes in addition to those indicated shall only be used where absolutely necessary with specific direction of the Electrical Inspector in each case 2 Interior and non weatherproof boxes shall be constructed of blue or galvanized steel with ample laps spot welded and shall be rigid under torsional and deflecting forces Boxes shall have auxiliary angle iron framing where necessary to ensure rigidity Covers shall be fastened to box with a sufficient number of brass machine screws to ensure continuous contact all around Flush type boxes shall be drilled and tapped for cover screws at Site if boxes are not installed plumb All surfaces of pull and junction boxes and covers shall be given one coat of metal primer and one coat of aluminum paint 3 Weatherproof pull and junction boxes shall conform to foregoing foregoing for interior boxes with following modifications Cover of flush mounting boxes shall have a weathertight gasket cemented to and trimmed even with cover all around Surface or semi flush mounting pull and junction boxes shall be UL approved as raintight and shall be complete with threaded conduit hubs All exposed portions of boxes shall be galvanized and finished with a prime coat and coat of bakedon grey enamel 4 All junction and pullboxes shall be rigidly fastened to the structure and shall not depend on conduits for support 5 Underground Concrete Pull Boxes a Precast Concrete Pull Boxes Sizes as indicated on the plans Concrete pull boxes shall be traffic type reinforced for H20 Traffic bridge loading Precast concrete Pull boxes with inside dimensions of 20x 30 x 30D shall consist of a base section top ring and cover Base section shall have two x1100 knockouts in each 30 side and HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC ELECTRICAL MATERIALS AND METHODS RECREATION CENTER 160502 one 20x20 knockout in each 20 side Pull boxes with inside dimension 40 x 40x 40D shall consist of a base section mid section topping and cover Base section shall have two 8x 16 knockouts on each of two opposite sides and one 20 x 20 knockout on each of the other two opposite sides All pull boxes shall have a minimum of 6 diameter sump knockout and 1 diameter ground rod knockout In each pull box furnish and install cable racks on walls Each rack shall be equipped with 3 porcelain cable holders on a vertical steel mounting bar Each pull box shall have 34 diameter pull irons Covers shall be traffictype consisting of steel safety plate bolted to frame Covers shall be marked Electrical Power Telephone Signal or Ground as required Pull boxes shall be as manufactured by Quickset or approved equal b Provide end bells in all duct entrances Terminate each metal conduit with insulated bushing having grounding terminalOZType Big C Place pulling irons on opposite walls and below horizontal centerlines of ducts and brickedup openings and in bottom Install pulling irons with each end hooked around a reinforcing bar d Install a floor drain in every concrete pull box into a sump containing 10 cubic feet of 1 crushed rock minimum size 48 deep and 36 diameter Provide 36 length of tile pipe extending down into the sump Provide a grille over the top opening of pipe e Install a 34 diameter 100 copper weld steel ground rod in every power concrete pullbox Locate near a wall with 6 projection above floor for ground clamps Permanently and effectively ground all metal equipment cases cable racks etc in all pull boxes f Provide a 6 deep sand base under each pull box g Identify all power and signal cables by tagging in all manholes and pull boxes Tie securely to cables with nylon cord or insulated type TW wire Tie so that turns of wires do not form a closed electrical circuit h Top of steel plate shall have a minimum coefficient of static friction of 05 for either wet or dry conditions when tested for any shoe sole material Testing and certification of the friction factor shall be conducted by an independent testing laboratory approved by the engineer under the direction of a registered Civil or Quality Engineer Testing shall conform to ASTM D1047 or F489 or F609 or other procedure approved by the Engineer 6 Underground utility boxes shall be reinforced concrete with non setting shoulders to prevent settlement following installation Boxes shall be furnished with cast iron cover with finger hole size as indicated on Drawings Utility boxes shall be as manufactured by Quickset or approved equal 7 Manholes vaults and pullboxes required by utility company and installed by Electrical Contractor shall meet all requirements of utility company C FLOOR OUTLETS All floor outlets except extension outlets shall be Wiremold adjustable cast iron watertight floor boxes with flush brass floor plates and shall be set to finish flush HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC ELECTRICAL MATERIALS AND METHODS RECREATION CENTER 160503 with final floor covering whether it be concrete wood resilient floor covering or other 2 Plug above floor outlets shall be equipped with a brass 218flush cap and a shallow brass extension with 2 backtoback 20 ampere 125 volt grounding type receptacles by Wiremold 3 Extension floor outlets shall be cast iron floor boxes with cast iron cover and 12 offset entry for above floor conduit extension Boxes shall be designed to permit access to wiring without disturbing above floor extension and shall be set flush with finish floor D KEYS AND LOCKS 1 Contractor shall provide 2 keys with each door lock furnished including cabinet door locks switchboard locks etc and shall provide 2 keys for each lock switch on a switchboard or control panel and shall provide 2 keys with each interlock or other lock switch furnished Deliver keys to the Usniversity Inspector Unless otherwise specified keys shall be Corbin 60 2 Locks shall be keyed to a Corbin 60 key for access to operate equipment and Corbin 70 key for service access Special keys and locks shall be provided where specified 23 RECEPTACLES AND SWITCHES A Receptacles 1 Duplex receptacles shall be specification grade 20 amperes 125 volts 3 wire side wired with binding screws parallel slots Uground plaster ears and captive mounting screws Body shall be phenolic plastic or bakelite Receptacles shall be heavy duty 3 blade current carrying contacts and doublewide flat blade ground contacts Receptacles shall be ArrowHart 52421 Hubbell 52421 or Leviton 5242 1 or approved equal 2 Single receptacles shall be specification grade grounding type side wired with binding screws receptacles shall have standard size ivory bakelite base For circuits consisting of one single receptacle only ampere rating of receptacle shall be the same as circuit breaker or fuse 20 ampere 125 volt receptacles shall be NEMA 520R ArrowHart 5721 I 3 Ground fault interrupter type receptacles shall consist of a single receptacle and reset device manufactured in a standard configuration for use with a duplex plate plate Receptacles shall be feedthru 20 ampere NEMA 520R ivory in color and shall be Leviton 6399I or equal Exterior mounted receptacles shall be weatherproof 4 Weatherproof receptacles shall except where otherwise indicated or specified consist of a duplex receptacle as specified herein and a metal plate with die cast hinged lid and weatherproof mat ArrowHart 5252WP 5 Surge suppression receptacles for electronic and computer equipment shall be 20 ampere 125 VAC NEMA 520R Hubbell HBL5262S or approved equal Receptacle shall be blue in color with LED and alarm 6 Tamper resistant receptacles shall be 20 amp 125 volts Hubbell Cat No HBLSG62HI Nema 520R HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC ELECTRICAL MATERIALS AND METHODS RECREATION CENTER 160504 B SWITCHES Local Switches a Local switches shall be tumbler type specification grade rated 20 amperes at 120 277 volts AC only with plaster ears binding screws for side wiring and standard size composition cups which fully enclose the mechanism Switches shall be approved for use at currents up to the full rating on resistive inductive tungsten filament lamp and fluorescent lamp loads and for up to 80 of the rating for motor loads Switches shall be single pole double pole 3way 4way non lock type Nonlock type switches shall have ivory handles and switch shall be Hubbell HBL 1221 1 single pole HBL 12221 double pole HBL 12231 3way and HBL 1224 1 4way b All lock type switches shall be specification grade 20 Amp 120277 volts and shall have metal or nylon key guides with ONOFF indication and shall be operable by the same key Keys for lock type switches shall be Hubbell Cat No HBL 1209 Key switches shall be HubbellHBL1221 L single pole HBL1222L double pole HBL1223L threeway and HBL1224L fourway or approved equal C Pilot light switches shall be rated 20 amps and shall conform to the specifications for local switches The switches shall have red rugged Lexan handles that are lighted by longlasting neon lamps Pilot light shall light when load is on Single pole 120 volt switches shall be Hubbell HBL1221 PL Single pole 277 volt switches shall be Hubbell HBL1221 PL7 24 IDENTIFICATION AND SIGNS A Identification Plates 1 Following equipment shall be provided with identifications plates unless otherwise specified switchboards unit substations motor control centers control panels push button stations time switches contactors motor starters motor switches panelboards and terminal cabinets 2 Identification plates shall adequately describe function voltage and phase of particular equipment involved Where identification plates are detailed or described on Drawings inscription and size of letters shall be as indicated For lighting and power panels identification plates shall indicate panel designation voltage and phase of panel For terminal cabinets identification plates shall indicate system housed therein 3 Identification plates shall be black and white nameplate stock of bakelite with characters cut through black exposing white Plates shall have beveled edges and shall be securely fastened in place with 4 Phillips head cadmium plated steel selftapping screws Characters shall be 316 high unless otherwise indicated 25 MARKINGS A Following equipment and controls shall have markings Surface mounted starters switches receptacles disconnect switches contactors and other devices controlling motors and appliances These marking labels shall indicate the panel and circuit feeding the device HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC ELECTRICAL MATERIALS AND METHODS RECREATION CENTER 160505 Abbreviations acceptable to the Electrical Inspector along with an identifying number shall be used Markings shall be done with locking type stencils using paint of a contrasting color Figures shall be 38 high unless otherwise indicated Dymo Industries Inc selfsticking plastic labels having embossed characters made with a typewriter may be used in lieu of stencils and paint B High Voltage High voltage switchboards cabinets boxes and conduits exposed in accessible locations including under buildings and in attics shall be marked DANGER HIGH VOLTAGE Markings for switchboards shall consist of an 18 gage steel porcelain enamel sign of standard manufacture Markings for boxes cabinets and conduits shall be by means of stenciling or printed selfadhesive markers Westline Tel APipe Letters shall be black on orange background and not less than 178high On conduit runs marking shall be applied at intervals not exceeding 10 in any individual area Markings shall be done only after other painting has been completed C WARNIN SIGNS 1 Provide a warning sign on outside of each door or gate to rooms or enclosures containing high voltage equipment Signs shall read WARNINGHIGH VOLTAGEKEEP OUT Lettering shall be 2 high 2 Provide a warning sign on each high voltage nonload break disconnect and fused cutout not oil filled Signs shall read DO NOT OPEN UNDER LOAD Lettering shall be 2 high 3 Signs shall be of standard manufacture 18 gage steel with porcelain enamel finish Letters shall be red on white background PART 3 EXECUTION 31 General A Install equipment with space allowed for removal repair and modifications B Inserts and Sleeves Install inserts for fastening equipment to new concrete work during construction of building in locations approved by the Architect 2 Use expansion bolts for fastening equipment in existing construction or when inserts have been improperly located 3 Install sleeves for conduits 1 and larger when penetrating poured concrete walls floors or precast panels 4 Seal sleeves with three hour rated fire retardant silicone sealant C Shop Painting 1 Clean shop or factory fabricated or field built equipment not galvanized or protected and paint one shop coat of primer before delivery to site Repaint scratches or bends 2 Do not paint nameplates labels tags stainless steel or chromium plated items such as shafts levers handles trim and strips D Protection of Work HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC ELECTRICAL MATERIALS AND METHODS RECREATION CENTER 160506 1 Protect equipment and fixtures with tarpaulins drop cloths barricades as required 2 Replace damaged equipment with new equipment E Housekeeping Pad 1 Install concrete housekeeping pad for each piece of floor mounted equipment 2 Size pad 4 high and 4 beyond equipment length and width 3 Pour pad level and score top from front to back on 18 centers with parting tool 4 Chamfer exposed edges F Testing 1 Testing shall all be done according to NETA Testing Standards 2 Test each feeder by means of megohm insulation tester megger Correct circuits showing less than one megohm resistance 3 Test motors and motor control equipment and replace overload elements that operate at excessive temperatures 32 BOXES INSTALLATION AND SUPPORT A Outlet boxes shall be flush with finished surface of wall or ceiling They shall be plumb and securely fastened to structure independent of conduit Except where otherwise indicated fmacatodrey bar hangers shall be used to support outlet boxes B Outlet boxes installed in suspended or furred furred ceilings with steel runner or furring channels shall be supported except where otherwise indicated by a Unistrut P4000 channel spanning main ceiling runner channels Each box shall be supported from its channel by a3816 threaded steel rod with a UnistrutP4008 nut and a Tomic 711B AdaptaStud Rod shall be tightened to a jamb fit with channel and its nut Box shall be locked to the rod by means of a 12 locknut on stud and a38 16 hex nut locking stud to rod C Heights of outlets and equipment indicated on Drawings shall govern but absence of such indications following heights shall be maintained 1 Panelboards and terminal cabinets 66 to top above finished floor 2 Television outlets shall be located at a height corresponding to location of TV monitor or a minimum of 15 above finished floor 3 PLATES A Provide a plate on each new switch plug pilot light data interphone public telephone and television outlet and on existing and reset outlets where so indicated Plates shall be of stainless steel unless otherwise otherwise specified Flush wiring device and signal system outlets indicated to be blank covered shall be covered with blank stainless steel plates Flush lighting outlets to be capped shall be covered with Wiremold 5736 steel covers painted to match the surrounding finish Surface mounted outlets indicated to be capped shall be covered with blank stainless steel covers HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC ELECTRICAL MATERIALS AND METHODS RECREATION CENTER 160507 C Switch and receptacle plates shall be provided with engraved designations under any one of following 1 Three gang and larger gang switches 2 Lock switches 3 Pilot Switches 4 Switches so located that operator cannot see one of the fixtures or items for equipment controlled with his hand on the switch 5 Switches not in same room with fixtures or items of all unit heaters air curtains fly fans etc 6 Receptacles operating at other than 120 volts 7 Switches operating on 277 volts 8 Where indicated on Drawings D Designations shall be as indicated on Drawings or as specified and shall be engraved in plates with316 high block type letters filled with black enamel Where designations are not indicated or specified they will be given after Contract is awarded For estimating purposes they may be assumed not to exceed more than 10 letters per gang 34 IDENTIFICATION OF CIRCUITS AND EQUIPMENT A Switchboards motor control centers transformers panelboards circuit breakers disconnect switches starters pushbutton control stations and other apparatus used for operation or control of circuits appliances or equipment shall be properly identified by means of descriptive nameplates or tags permanently attached to apparatus or wiring B Nameplates shall be engraved laminated bakelite or etched metal Shop drawings with dimensions and format shall be submitted to the Architect before installation Attachment to equipment shall be with escutcheon pins rivets selftapping screws or machine screws Selfadhering or adhesive backed nameplates are not acceptable C Tags shall be attached to feeder wiring in conduits at every point where runs are broken or terminated and shall include pull wires in empty conduits Circuit phase and function shall be indicated Branch circuits shall be tagged in panel boards and motor control centers Tags may be made of pressuresensitive plastic or embossed selfattached stainless steel or brass ribbon D Cardholders and cards shall be provided for circuit identification in panel boards Cardholders shall consist of metal frame retaining a clear plastic cover permanently attached to inside of panel door List of circuits shall be typewritten on a card Circuit description shall include name or number of circuit area and connected load E Junction and pull boxes shall have covers stenciled with box number when indicated on Drawings or circuit numbers according to panel schedules Data shall be lettered in a conspicuous manner with a color contrasting with finish F Name shall be correctly engraved with a legend indicating function or areas when required by Codes or indicated on Drawings END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC ELECTRICAL MATERIALS AND METHODS RECREATION CENTER 160508 SECTION 15990 TESTING ADJUSTING AND BALANCING PART 1 GENERAL 1 DESCRIPTION OF WORK A The testing adjusting and balancing of environmental and other systems shall be performed by a certified testing and balancing company herein after called company specializing in the testing adjusting and balancing of such systems B Test adjust and balance all systems as specified herein to provide a total system balance as set forth by the Associated Air Balance Council AABC latest national standards manual C Perform all work under the supervision of AABC certified test and balance engineer and under direct supervision of AABC test and balance technician D This company shall possess the required basic instruments set forth by AABC These instruments shall include differential pressure gauges anemometers tachometers pitot tubes electric meters psychrometers flow hood smoke set sound pressure meters thermometers manometers and air differential pressure gauges E Instruments shall have been calibrated within a period of six months prior to starting the balance procedure Instruments shall be recalibrated upon completion of work when required to prove reliability Accuracy of instruments shall as follows 1 Thermometers plus and minus one scale division 2 Bimetallic thermometers to be verified with glass thermometers 3 Digital thermometers plus and minus onetenth degree 4 Bourdon tube gauge onehalf percent of the scale 5 Portable voltammeter and power factor meters plus and minus two percent clampon type shall be three percent 6 Chronometric tachometer onefourth percent of scale digital tachometer plus and minus one digit 7 Sound testing meter plus and minus two decibels F Techniques of measurement shall be as outlined in the AABC Manual Measurements in the Feld shall be sufficiently free of error to match the task Sufficient quantities of readings shall be taken for averaging five percent error G Company shall review the project documents prior to construction to identify potential problems from the viewpoint of total system balance A written report which lists recommended changes and how they should be made during progress of the project as required to assure balancing devices are installed as required Actual work of installing dampers changing sheaves and correcting ductwork etc is the mechanical csontractor responsibility and not that of the balance company H Company shall cooperate with contractors on the construction site especially the temperature control contractor Verify control system operation as specified and report on any installation problems I Company shall submit a minimum of six reports of the total system balance to the architect The report is considered accepted after certification of acceptance is performed by the asrchitect design professional Reports shall be made on the report forms provided by AABC in the National Standard Manual J Report shall be verified by Feld verification procedure as outlined in AABC Manual Asrchitect design professional shall visit the site and witness the balance work and review the report Ten percent of the report selected at random for verification shall be retested in the psrofessional presence For all readings with deviation of more than ten percent between verification reading and the reported data shall be considered as failing For sound pressure level a deviation of three decibels is failing A failure of more than ten percent of selected items shall result in failure of the entire field verification procedure K For a project that fails the field verification procedure company shall perform the following work at no additional cost 1 Any system failing shall be rebalanced 2 A new total system balance shall be provided 3 A new Feld verification procedure shall be performed PART 2 PRODUCTS NOT USED PART 3 EXECUTION 31 AIR SYSTEMS TESTING ADJUSTING AND BALANCING A Test and adjust blower RPM to design requirements 1 Test and adjust blower RPM to design requirements 2 Test and record motor full load amperages 3 Make pitottube traverse of main supply return and outside air ducts and obtain design CFM at the air handlers return air and exhaust air fans 4 Test and record system static pressure suction and discharge 5 Test and adjust system for design CFM 6 Test and adjust system for design CFM outside air 7 Test and record entering air temperature dry bulb heating and cooling coils 8 Test and record leaving air temperatures wet bulb cooling coil 9 Test and record leaving air temperatures dry bulb heating and cooling coils 10 Test and record leaving air temperatures wet bulb cooling coils B Any changes in pulleys belts and dampers or the addition of dampers etc required to correct the air balance shall be presented to the architect The mechanical contractor shall make all such changes to the system END OF SECTION SECTION 15995 PROJECT COMPLETION PART 1 GENERAL 1 DESCRIPTION A Contractor shall coordinate requirements of all sections pertaining to HVAC system installation and insure that final installation is in accordance with specifications Prior to requesting substantial completion inspection Contractor shall furnish a letter stating that the requirements of this section have been met Letter shall contain an itemized list indicating that each item has been personally checked by the Project Superintendent and that it is complete In addition to this document provide final test and balance reports maintenance manuals asbuilt documents and other items required by the specifications shall be submitted Contractor to obtain written acceptance letter from Rosemead Community Recreation Csenter Representative B This section is intended as a checklist for the Contractor to insure that items specified are properly installed and to ensure that a premature final punch list is not requested PART 2 PRODUCTS 21 PERFORMANCE A Check air distribution systems and insure that systems are properly tested and balanced Cooperate with testing and balancing contractor and Rosemead Community Recreation Csenter Representative to achieve specified air balance B Provide clean final filters and replacement filters as specified C Provide lubrication for all lubricated devices Include schedule of required lubricants and lubricating periods in Operations and Maintenance manual see Section 15010 D Verify installation of instrumentation Verify that air filter gauges instrument wells thermometers pressure gauges flow measuring stations etc are installed in all locations required by the plans and specifications Verify accuracy and readability at installed location and correct items installed in unreadable locations as required E Check all refrigerant systems Verify that systems contain proper charge of refrigerant for specified operating temperatures and load Check to insure that system is not contaminated with moisture Replace refrigerant if necessary F Verify that all equipment is installed in accordance with manufacturers recommendations At the time of start up insure that control power wiring and interlocks are complete Check alignment of motors and drives and verify proper rotation G Verify that system identification specified in Section 15047 is properly executed H Verify proper operation of all safety controls relief etc I Thoroughly clean installation Remove temporary covers and labels clean paint andor coating spatters and vacuum inside of air handling unit and control cabinets J Provide touch up painting of factory finished equipment to cover minor dents and scratches Surface shall be prepared by light sanding or derusting with chemical HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY PROJECT COMPLETION RECREATION CENTER 159951 compounds then coated with a compatible primer and matching top coat K Provide Operations and Maintenance Manuals as specified in Section 15010 L Provide verification that Owners Operating Instruction periods specified in Section 15010 have been completed M HVAC startup forms shall be submitted to assist in checking project completion They shall be completed and submitted prior to requesting final inspection END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY PROJECT COMPLETION RECREATION CENTER 159952 SECTION 15890 1billIT 01ZIN PART 1 GENERAL 1 DESCRIPTION A Principal Work in this Section Provide and install ductwork as indicated on the Drawings and as specified to include the following 1 All sheet metal for the complete heating air conditioning exhaust and ventilating systems 2 All flexible ductwork B Related Work Specified Elsewhere 1 Vibration and Seismic Control 2 Mechanical Insulation 3 Ductwork Accessories 12 QUALITY ASSURANCE A Material Testing Tests and adjustments shall be made by an independent contractor in accordance with the AABC manual Tests shall be as specified in Part 3 Execution Repair the system at no cost to the owner as required to achieve the specified conditions B Reference Standards 1 National Fire Protection Association NFPA NFPA No 90A Airconditioning and Ventilating Systems 2 Sheet Metal and Air Conditioning Csontractor National Association Inc SMACNA 8224 Old Court House Rd Vienna Virginia 22180 a Duct Construction Standards in this specification shall mean the California Mechanical Code of the HVAC Duct Construction Standards b Balancing and Adjustment Manual in this Specification shall mean the first edition of the Manual for the Balancing and Adjustment of Air Distribution System 3 California Administrative Code CAC Title 24 PT4 Basic Mechanical Regulations 4 California State Fire Marshall 5 Factory Mutual Standard 6 NFPA 91 7 National Bureau of standards NBS Voluntary Product Standard 1569 8 All duct construction shall comply with the City of Compton County of Los Angeles Mechanical Code requirements HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY DUCTWORK RECREATION CENTER 158901 13 SUBMITTALS A Make submittals in accordance with Division 1 of the Specifications B Provide Shop Drawings and product data for the following 1 A test report shall be submitted for the flame spread of the resins 2 A test report shall be submitted for air leakage tests 3 Detail ductwork layouts showing exact routing elevations volume dampers smokefire dampers fire dampers diffuser and register locations with capacities terminal air units all mechanical piping sections and details These drawings shall be coordinated with plumbing electrical walls ceilings air balancing controls and general contractor Each of the above subcontractors and the general contractor shall sign these drawings stating that all work indicated is coordinated Drawings shall be produce on AutoCAD latest edition 4 Detailed Drawings of builtup plenums with all accessories 5 Hangers and support systems PART 2 PRODUCTS 21 MATERIALS A Low Pressure ductwork 1 Duct gage bracing and reinforcing shall conform to Duct Construction Standards for 1 inch WG unless noted otherwise on the plans Table 14 Table 32 for round ducts with spiral seam construction Ducts shall be constructed of galvanized steel unless otherwise specified or indicated on the Drawings a All uninsulated ducts over 18 inches shall be cross broken or beaded b Ducts shall be braced and reinforced with galvanized steel angles 2 Sealing Seal Class C in accordance with SMACNA Delete sealing at breakaway connections to fire and smoke dampers B Flexible Ducts 1 General Factory fabricated complying with NFPA 90A Maximum length 7 feet Supply air flexible ducts shall have acoustical insulation 2 Flexible ducts shall be UL listed complying with UL 181 Ducts shall be Class 1 3 Insulated Flexible Air Duct Factory made including mineral fiber insulation with a maximum C factor of025 at 75 degrees F mean temperature encased with a low permeability moisture barrier outer jacket having a puncture resistance of not less than 50 Beach Units Acoustic insertion loss shall not be less than 3 db per foot of straight duct at 500 Hz based on 6 inch duct at 2500 FPM 4 Application Criteria a Temperature range 0 to 250 degrees F internal b Maximum working velocity 2400 fpm for low pressure 5000 fpm for medium and high pressure C Minimum working pressure low pressure2 positive 112 negative medium pressure6positive high pressure10 positive HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY DUCTWORK RECREATION CENTER 158902 5 Duct Clamps 100 nylon strap 175 pounds minimum loop tensile strength manufactured for this purpose or stainless steel strap with cadmium plated worm wear tightening device Apply clamps with sealant and as approved for UL 181 Class 1 installation D Wire Mesh Screens fabricate with 2 inch mesh galvanized steel or aluminum hardware cloth in a spot welded galvanized steel frame with approximately 112inch margin PART 3 EXECUTION 31 INSTALLATION A Fabricate and install ductwork in accordance with the referenced SMACNA Standards B Fabricate ductwork based on field measurements of space available Duct sizes shown on the plans are clear inside dimensions which shall be altered by the Contractor when approved by the Architect to other dimensions to produce the same air handling characteristics where necessary to avoid interferences and clearance difficulties C Weld sheet metal in accordance with SMACNA Guidelines for Welding Sheet Metal Repair damaged areas with a galvanizing repair compound D Install duct hangers and supports in accordance with SMACNA HVAC Duct Construction Standards Section IV and the requirements of the Guidelines for Seismic Restraints of Mechanical and Plumbing Piping Systems published by SMACNA E All return exhaust and supply ductwork shall be constructed to SMACNA 1 pressure class except for supply ducts from fans to VAV boxes in variable volume systems which shall be constructed to 4 pressure class F Seal openings around duct penetrations of floors and fire rated partitions with a fire stop material as required by NFPA 90A G Flexible ducts shall be installed in continuous single pieces as straight and short as possible adequately supported Centerline radius of bends shall not be less than 2 duct diameters Make connections with screws and adhesive as recommended by the manufacturer Flexible ducts shall not penetrate floors or partitions H All ductwork on the roof connecting to plastic exhaust fans shall be of plastic duct construction Ductwork below the roof line for these exhaust fans shall be be constructed from stainless steel 32 PROTECTION AND CLEANING A Adequately protect equipment and materials against physical damage Protect equipment and ducts during construction against entry of foreign matter and clean both inside and outside before operation and painting 3 DUCT LEAKAGE TESTS AND REPAIR A Low Pressure Ducts below 2 in WG Seal visible openings and seal air leaks audible at operating condition END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY DUCTWORK RECREATION CENTER 158903 SECTION 15781 PACKAGED ROOFTOP AIR CONDITIONING UNITS PART 1 GENERAL 1 DESCRIPTION A Principal Work in this Section Provide and install packaged air conditioning units as indicated on the Drawings and as specified B Related Work Specified Elsewhere 1 Ductwork 2 Automatic Temperature Controls 12 QUALITY ASSURANCE A Acceptable Manufacturers 1 Trane 2 Carrier 3 York B Make submittals in accordance with Division 1 of the Specification C Submit Shop Drawings and Manufacturers Data for the following 1 Packaged Rooftop SelfContained Air Cooled Air Conditioners including manufacturers description of equipment capacities and wiring diagram 2 System Performance shall be as scheduled on the mechanical drawings PART 2 PRODUCTS 21 ROOF TOP PACKAGED SELF CONTAINED AIR CONDITIONER A GeneralProvide roof top air cooled selfcontained type air handling unit complete with insulated casing motors and controllers supply fan returnexhaust fan refrigerant cooling coil compressors condenser filters e1con0om0izer outside air damper roof curb controls and instruments Unit shall be factory assembled and tested for all scheduled operating characteristics a The selfcontained unit shall be manufactured so that the control system and electrical circuitry can be serviced and checked while the system is in operation without disturbing the air flow and performance of the system The control valve compartment shall be constructed so that they can be serviced while the system is in operation without disturbing the performance and air flow b The system shall be capable of the minimum capacities as scheduled on the mechanical drawings HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY PACKAGED ROOFTOP AIR CONDITIONING UNITS RECREATION CENTER 157811 B Casing 1 The cabinet shall be constructed of minimum 18gage steel panels with rust inhibiting coating and factory applied finish paint Cabinet shall be of weather proof construction Exterior panels shall have a minimum of125 oz zinc coating per square foot of steel Screws shall be coated with zinc plus zinc chromate 2 Air handling and coil sections panels shall be internally insulated with 12inch coated fiberglass insulation 3 Access doors shall be constructed of 18 gauge exterior steel Doors shall be provided with full weather gasketing 4 Internal partitions and panels shall be arranged to permit access to the electronic control panel Provide locking device for access to control setting adjustments Maintenance and repair items shall be readily accessible with casing panels removable for access 5 Casing dimensions shall be as indicated on the plans C SupplyReturn Fans 1 Double width double inlet forward curved or airfoil centrifugal type 2 Fan bearings shall be self aligning ball bearing types with an average of0200 hour design life Lubrication lines shall be extended to an accessible location 3 The drive package shall have a minimum of two belts and shall be sized for 200 percent of the fan motor rating Provide an adjustable slide base for the motor Fan section including fans motor and drive shall be mounted on a common base with spring isolators Fan shall not overload in the units when operated without filters D Filters Shall be of the type and size scheduled on the mechanical plans Provide an accessible filter section on the inlet of the unit for filter mounting The filter shall be serviceable from either end of the unit without the use of ladders or special rigging E Cooling Coils Provide direct expansion cooling coils with copper tubes and aluminum fins Each coil shall consist of a minimum of two refrigerant circuits each with individually sized expansion and solenoid valves Coils shall be pressure tested to 300 PSIG Coil shall have galvanized steel mastic coated insulated condensate drain pan with drain connection F Compressor Shall be a serviceable hermetic type operating at 1750 RPM with the minimum steps of operating control indicated on the plans Compressor shall have a built in crankcase heater and shall be suction gas cooled Compressor shall be complete with across theline type starter G Condenser section Shall have coils that are copper tubes with mechanically bonded aluminum plate fins Coil shall be pressure tested to 450 PSIG Condenser fans shall be statically and dynamically balanced direct drive propeller fans with steel blades and zinc plated hubs Motors shall be threephase type with permanently lubricated ball bearings built in overload protection H Gas Furnace Heat exchanger construction shall consist of stainless steel tubes seam welded and stainless steel header Heat exchanger shall be of a free floating design with gasketed plates for cleaning of tubes Exchanger shall be pressure and leak tested HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY PACKAGED ROOFTOP AIR CONDITIONING UNITS RECREATION CENTER 157812 2 Gas burners shall be LIL listed forced draft type with an airflow switch to prevent operation if burner is open or fan is off 3 Furnace shall be provided with an electronic ignition Gas safety controls to require proving of combustion air prior to ignition sequence with a 60second pre purge cycle Controls shall provide continuous flame supervision I Thermostats Shall be Digital Display programmable wall thermostat Thermostat shall have independent heating and cooling set points with adjustable deadband Thermostat sub base shall include switches for fan onautooff system coolautohoefaft and automatic changeover Provide covers for thermostats J Controls 23 All control devices shall be factory mounted and wired in an accessible local control panel Controls shall be compatible to central Energy Management System EMS Bacnet or Lonworks communication protocol Control panel shall require a single input where voltages lower than the indicated supply voltage are required include appropriate transformers to step down to control voltage Include the following minimum control devices a Compressor motor contactors b Magnetic starter for fans C Compressor mounted high and low pressure cutouts d Combination oil pressure switch and motor winding protector e Non recycling pumpdown relay f Compressor loading and unloading controls through a discharge air temperature sensor g Hot gas bypass to prevent coil freeze up h Disconnect switch lti1PlIEilOLi 31 INSTALLATION A Install equipment as shown on the Drawings and in accordance with msanufacturer printed recommendation END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY PACKAGED ROOFTOP AIR CONDITIONING UNITS RECREATION CENTER 157813 SECTION 15250 MECHANICAL INSULATION PART 1 GENERAL 1 DESCRIPTION A Provide all labor and provide and install materials and accessories for the complete installation of mechanical insulation as indicated on the Drawings and as specified B Related Work Specified Elsewhere 1 Piping 2 Ductwork 12 QUALITY ASSURANCE A Acceptable Manufacturers 1 Manville 2 Owens Corning 3 CertainTeed 4 Knauf B All insulation shall have composite insulation jacket or facing and adhesive used to adhere the facing or jacket to the insulation fire and smoke hazard ratings as tested in accordance with American Society for Testing and Materials ASTM E 84 National fire Protection Association NFPA 255 and Underwriters Laboratories UL 723 not exceeding 1 Flamespread 25 2 Smoke Developed 50 C Accessories such as adhesives mastics cements tapes and fiberglass cloth for fitting shall have the same component rating as listed above 13 PRODUCT DELIVERY STORAGE AND HANDLING A Delivery of Materials Material shall be furnished to the Job bearing the msanufacturer label 14 SUBMITTALS A Shop Drawings and Product Data 1 Submittals shall conform to Division 1 of the Specification 2 Provide Shop Drawings and Manufacturers Data for the following a All insulation materials b Acoustical duct liner HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY MECHANICAL INSULATION RECREATION CENTER 152501 C Description of installation methods PART 2 PRODUCTS 21 MATERIALS A Tape Wherever tape is used for sealing purposes it shall be of the type and applied as recommended by the nonconductive covering manufacturer Where recommendation is lacking the tape used shall be sealed with Minnesota Mining and Manufacturing Company adhesive EC1329 or equal B Insulating Cement Insulating cement shall be Owens Corning 110 mineral wool or equal allpurpose cement Where insulating cement is applied to pipe fittings in concealed locations it shall be onecoat cement C Pipe Insulation Pipe insulation shall be multiservicetype suitable for all lines operating from 20 to 500 degrees F Insulation shall be onepiece consisting of glass fibers bonded with phenolic resin and molded into a hollow cylinder covered with a factory applied vapor barrier jacket Thermal conductivity Btuhr square foot degrees FAN shall not exceed At 75 degrees F mean temperature022 At 100 degrees F mean temperature023 At 200 degree F mean temperature025 D Vapor barrier jacket shall be heavy duty all service jacket ASJ consisting of laminated aluminum foil glass reinforcing and white building paper Perm rating shall be001 Vapor barrier shall form a vapor tight system E Duct Blanket Insulation Duct blanket insulation shall be glass fiber blanket with a foil facing Thermal conductivity Btuhr square foot degrees FAN shall not exceed025 at 75 degrees F Density shall be 75 lbs cubic foot Facing shall be heavy duty all service jacket ASJ consisting of laminated aluminum foil glass reinforcing and white building paper Perm rating shall be001 F Acoustical Duct Liner Acoustical duct liner shall be flexible type using long glass fiber with smooth firmly bonded fire resistant surface to prevent erosion of the insulation Thermal conductivity shall not exceed 24 Btuhrsquare dfeogroeets FAN at 50 degrees F mean temperature Noise reduction coefficient NRC shall not be less than 70 based on acoustical materials test mounting No 6 Lining shall meet the National Fire Codes for internal duct application and shall have a minimum density of 112 pounds per cubic foot All duct liner shall be marked with density located so as to be visible on the exposed surface of the liner Air friction correction factor shall not exceed 105 at 2000 fpm and 12 at 4000 fpm G Glass Fiber SemiRigid Board Insulation 1 Glass fiber semirigid board insulation shall be 3 pounds per cubic foot semirigid board material of long glass fiber with resin binder Thermal conductivity shall not exceed 024 Btuhr square foot degrees FAN at 75 degrees F mean temperature H Exterior Pipe Insulation Jackets HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY MECHANICAL INSULATION RECREATION CENTER 152502 1 Aluminum Aluminum jacket shall be 0016 inches thick The Aluminum Association Type 3003 or 5005 alloys with 316 inch longitudinal or circumferential corrugations Jacket shall have a factoryapplied vapor barrier on the inside and shall be applied using aluminum straps over transverse joints Corrugations shall match from one section of cover to the other On vertical runs the upper cover shall lap over the lower cover and the seams shall be toward walls horizontal seams shall be on the bottom of the run Fitting and valve jackets shall be factory fabricated and of the same materials as the pipe jacket Seal jacket joints and seams watertight 2 Plastic Provide plastic jacketing and fitting covers by CeelCo 12990 West Cedar Drive Lakewood Colorado 80228 Manville Zeston 2000 or equal Jacket thickness shall be 0028 inches and shall be suitable for temperatures from minus 40 to 180 degrees F Jacketing shall be provided with a minimum 1 inch overlap All longitudinal and circumferential seams shall be welded together as recommended by the manufacturer Provide CeelCo Series 330 UVR Ultraviolet Ray Resistant or equal PVC plastic jacketing Equipment Exteriors Requiring Vapor Barrier 1 Glass fiber semirigid board insulation used where required in Schedule 15250 1 use 3 pounds per cubic foot material of long fiberglass with resin binder Thermal conductivity shall not exceed 4 Btuhrsquare dfeogroeets FAN at 100 degrees F mean temperature Impale grooved and shaped boards on pins spaced 12 inches on center and securely fasten with self locking metal caps swabbed with vapor barrier mastic OwensCorning Childers Products or equal 2 All insulation edges and butt joints shall be sealed with Owens Corning Childers Products or equal pressure sealing tape Insulation shall be faced with a vapor barrier jacket consisting of laminate of0001 inch aluminum foil and presized glass cloth J Ductwork Insulation Jacket for Located Outdoors Aluminum Aluminum jacket shall be 0016 inches thick The Aluminum Association Type 3003 or 5005 alloys with 316 inch longitudinal or circumferential corrugations Jacket shall have a factoryapplied vapor barrier on the inside and shall be applied using aluminum straps over transverse joints Corrugations shall match from one section of cover to the other On vertical runs the upper cover shall lap over the lower cover and the seams shall be toward walls horizontal seams shall be on the bottom of the run Fitting jackets shall be factory fabricated and of the same material as the duct jacket Seal jacket joints and seams water weight K Premolded Pipe Fitting Covers Covers shall be factory premolded onepiece polyvinyl chloride PVC Covers shall have a snowwhite finish and shall withstand surface operating temperatures from 35 to 150 degrees F continuous usage All covers shall conform to Federal Specification LP535 Composition A Type II and shall CeelCo Series 100 CertainTeed snap form Zeston or equal PART 3 EXECUTION 31 INSTALLATION APPLICATIONPERFORMANCEERECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY MECHANICAL INSULATION RECREATION CENTER 152503 A The insulation and materials shall be applied only by mechanics skilled at such Work The appearance of the finished Work shall be of equal importance with its mechanical correctness and efficiency Insulation for heating surfaces and piping shall not be applied until such times as those surfaced have been heated to dry out the insulation Insulation shall not be applied until the system is tested as required B Installation 1 Wherever vapor barriers are specified all portions of the covering at joints and fittings shall be vapor sealed 2 Insulation shall be continuous through all walls and ceilings unless otherwise specified or shown 3 Where insulation is to be painted all surfaces shall be prepared to receive paint Refer to Division 9 4 Insulate unions flanges and valve bodies but not operating hand wheels or levers 5 Application of all materials shall be in accordance with the msanufacturer printed instructions 6 The insulation shall be handled in a manner that will not adversely affect its structural or insulating properties 7 Support shall be provided for the insulation on vertical lines to prevent the insulation from slipping downward 8 Do not place insulation over vent and drain inlets and outlets 9 Self sealing laps shall have an additional field applied coat of adhesive applied to the opposite mating surface Both hot and cold pipe self sealing jacket laps on longitudinal and butt joints shall be stapled at 6 inches maximum spacing for both exposed and concealed applications On cold pipe insulation the staples and the longitudinal and butt edges shall be sealed with mastic as indicated in the jacket msanufacturer printed recommendation 10 Where pipe hanger rods penetrate vapor barrier vapor barrier shall be carried up and sealed around a rod for a distance of 12 inches away from the outside of the pipe insulation 11 Duct Insulation duct insulation shall be in accordance with Table LAD 15250C attached at the end of this section Glass fiber duct insulation shall be used unless otherwise noted Where exposed exposed to the weather provide an aluminum jacket or Childers CP10 with ChilGlass 10 glass cloth a Fiberglass blanket insulation 1 Flexible blanket insulation shall be wrapped around the duct with all joints lapped at least two inches and secured with 16 gauge galvanized wire on 12 inch centers 2 Insulation shall cover all surfaces including standing seams Insulation shall be installed to allow maximum fullness and avoid compression 3 The underside of rectangular duct greater than 24 inches in width shall have the insulation secured with mechanical fasteners spaced 18 inches on center HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY MECHANICAL INSULATION RECREATION CENTER 152504 4 Where the ductwork is noted to be vapor sealed seal all fasteners joints and other breaks in the insulation with three inch wide strips of the same facing material adhered with approved vapor barrier adhesive b Rigid Board Insulation 1 Apply insulation with all ends tightly butted Secure with mechanical fasteners spaced 18 inches or center Where spare does not allow mechanical fasteners use adhesive 2 Where ductwork is noted to be vapor sealed seal all fasteners joints and other breaks in the insulation with three inch wide strips of the same facing material adhered with vapor barrier adhesive MINIMUM PIPING INSULATION THICKNESS Fluid Piping System Type Temp Range Insulation Thickness for Nominal Pipe Sizes Jacket 1 and Less 14to 2 212to 4 6 and larger Jacket Condensate Drain Any Yz minimum insulation thickness All Service ASJ 18 INCHES AND ABOVE SHALL BE 112 INCHES THICK LAD 15250 A VALVE AND FITTING JACKET SCHEDULE System Location Jacket Rooftop Unit All Premolded Cover Condensate Drain Piping LAU I bZbUC DUCT INSULATION SCHEDULE System Location Insulation Concealed Glass Fiber Blanket All Sry ASJ HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY MECHANICAL INSULATION RECREATION CENTER 152505 Where acoustical duct liner is used the duct size indicated on the Drawings shall be net inside dimensions LAD 15250 C EQUIPMENT INSULATION SCHEDULE Heated Equipment Insulation Insulation 112 Supply Air Heating Where indicated Acoustical Duct Liner 1 inch None and Cooling Exposed in Rigid Glass Fiber Board All Sry ASJ Unconditioned Space Insulation 112inch Exposed in Space None None Served Concealed in Uncooled Glass Fiber Blanket All Sry ASJ or Unheated Space Insulation 112in Where indicated Acoustical Duct Liner 1 inch None Return Air Exposed in Cooled and None None Heated Space Exposed in Uncooled or Rigid Glass Fiber Board None Unheated Space or Insulation 112inch Mechanical Rooms Where indicated Acoustical Duct Liner 1 inch None Supply Air Heating Exposed Outdoors Rigid Glass Fiber Board Aluminum Cooling and Return Insulation Jacket Finish Cover Air Conditioning Equipment Housings Interior Glass Fiber Coated SemiRigid Board Insulation 1 Inch Glass Cloth with Vapor Barrier LAD 15250 D END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY MECHANICAL INSULATION RECREATION CENTER 952506 SECTION 15047 IDENTIFICATION PART 1 GENERAL 1 DESCRIPTION OF WORK A Principal Work in this Section Provide and install all equipment and system identification markers as indicated in the plans and as specified B Related Work Elsewhere 1 Basic Mechanical Materials and Methods 2 Controls 3 Mechanical Insulation 4 Rooftop Packaged Air Conditioner 5 Ductwork and Accessories 12 SUBMITTALS A Make submittals in accordance with Division 1 B Submit the following shop drawing and product data for review 1 Apparatus identification 2 Labels PART 2 PRODUCTS 21 APPARATUS IDENTIFICATION 2 Apparatus nameplates shall be black Lamacoid plates with white lettering engraved through the black layer securely attached to apparatus A Equipment identification shall be embossed aluminum or engraved plastic plate securely attached to equipment 23 PIPE IDENTIFICATION A Piping marker shall indicate content and direction of flow B Piping markers shall be construed of acrylic plastics with a pressure sensitive adhesive strip on the inside edge of each marker C Markers shall conform to ANSI specifications for size and lettering D Similar to Setmark Pipe Marker as manufactured by Seton Name Plate Corp 24 DUCTWORK IDENTIFICATION A Ductwork stencils shall be brass with 2 high lettering HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY IDENTIFICATION RECREATION CENTER 150471 31 APPARATUS IDENTIFICATION A Starters disconnects and switches provided under the work of Division 15 B Panel mounted instrument C Panel mounted controls 32 EQUIPMENT IDENTIFICATION A Identification shall be provided for the following types of equipment 1 Damper motors 2 Flow switches 3 Pressure switches 4 Thermostats 5 Packaged Rooftop Units 6 Piping B Equipment out of view behind access doors in unfinished rooms shall also be identified on the face of the access door 3 DUCTWORK IDENTIFICATION A Provide identification for each type of exhaust air supply air and return air duct by means of stenciled lettering identifying contents and direction of flow B Colors Black lettering on white background C Locations Stencil identification in hung ceiling and in equipment areas D Application Apply to clean surfaces free of dust grease oil or any other material which will prevent proper paint adhesion 34 PIPE IDENTIFICATION A General 1 All exposed and above the ceiling piping whether insulated or not shall be identified by content size of pipe and direction of flow indicated by means of pipe marker with flow arrows 2 Pipe markers shall be installed near all valves on each piping system B Furred Spaces Piping installed in furred spaces will not required identification expect at valve access panels where valves and piping shall be identified C Pipe Markers Piping identification markers shall be located so as to be readily visible from reasonable point of observation Where two 2 or more pipes run parallel the printed legend and other markers shall be applied in same relative location All identification located at eye level shall be along center line of the pipe above eye level on the lower quarter of pipe below eye level on the upper quarter of pipes HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY IDENTIFICATION RECREATION CENTER 150472 D Lettering All lettering shall comply with ANSI specifications and shall be black except where background is black in which case white shall be used E Symbols for identification shall be as scheduled on the drawings BALANCE OF PAGE LEFT INTENTIONALLY BLANK HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY IDENTIFICATION RECREATION CENTER 150473 35 SCHEDULES A Legend Content of Pipe Legend PLUMBING SANITARY SYSTEMS Indirect drains Drain Refrigerant piping Color Background Note GG Notes on Schedules Symbol indicates flow required B Background Colors 1 Symbol Y indicates yellow background color Dangerous materials 2 Symbol G indicates green background color Safe materials 3 Symbol R indicates red background color Fire protection equipment 4 Symbol B indicates blue background color AM 96101 910 HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY IDENTIFICATION RECREATION CENTER 150474 SECTION 15010 BASIC REQUIREMENTS PART 1 GENERAL 1 DESCRIPTION OF WORK A This Section supplements all Sections of this Division and applies to all phases of Work specified and indicated on the Contract Drawings Provide for complete installation of mechanical systems This section supplements the requirements of Division 1 B Other applicable sections The condition of the contract general and supplementary and Division 1 apply to work specified in this section 12 RELATED WORK SPECIFIED ELSEWHERE A Motor starters and disconnect switches wiring and conduit except as otherwise specified Division 16 B Painting except as otherwise specified Division 9Painting 13 QUALITY ASSURANCE A General Requirements Work shall be installed by craftsmen skilled in the trade involved and by apprentices as required by normal trade practice Use adequate numbers of workmen and supervision as required for proper performance of the work B Requirements of Regulatory Agencies 1 Codes and Ordinances All Work shall meet the requirements of the governing codes as listed in Division 1 GENERAL REQUIREMENTS and the following City of Rosemead Mechanical Plumbing Fire Protection Codes and all applicable regulations 2 Where requirements between governing codes and regulations vary the more restrictive provisions shall apply 3 Plan and specification requirements shall govern where they exceed code requirements 4 Material contained in Contract Documents shall not be construed as authority to violate code requirements 5 Permits and Inspections Charges C Permits and Inspections Charges 1 Refer to Division 1 Summary of Work 2 Obtain and pay for all permits and fees required for execution of work in this division 3 Verify arrangements and permits secured by other divisions affecting the mechanical work 4 Obtain certificates of final inspection approval from authorities having jurisdiction and submit to the Architect HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC REQUIREMENTS RECREATION CENTER 150101 D Substitutions An Acceptable Manufacturers list is included in each section of this division The base bid price submitted must be based on those manufacturers listed Substitution of other manufacturers will be considered based on the following Prior to submission of shop drawings Contractor shall submit a list of proposed substitutions and their effect on the bid price Where investigation is required by the EAnrcghiniteeecrt to determine equivalency of a substituted item The EAnrcghiniteeecrt shall submit an invoice for extra services to the Owner for reimbursement on an hourly basis Contractor shall reimburse the Owner for this invoice An estimate of the work required will be given to the Contractor prior to review Reimbursement for investigative efforts shall in no way imply acceptance of the substitution 3 When requested by the ArchitectEngineer the Contractor shall furnish the following information regarding the substituted item a Msanufacturer catalog cut b Msanufacturer performance test data and procedures c Msanufacturer average annual sales volume of that line of equipment d Msanufacturer current annual financial report e A description of manufacturing methods used in producing the product f A list of at least 5 recent projects utilizing the product with references that can be contacted g Line by line description for being an equivalent product 4 When the product specification includes the phrases similar to or or equal or words of similar intent the product is specified by type and construction specification only and equivalent products may be submitted for review without following the above procedure 5 Substitutions shall be all inclusive No additional costs will be accepted due to changes in other equipment or materials to conform with the performance size or any other condition of the substituted item 6 By submitting a substitute Contractor waives any rights to claim a delay due to processing this substitution 7 A substitutions request form is included at the end of this section All requests for substitution shall be submitted on this form 14 SUBMITTALS A Make submittals in accordance with the requirements of Division 1 and the following 1 Material List four 4 copies of a complete list of material and equipment shall be submitted to the Architect within ffoivrtey days after award of Contract Submission shall include manufacturers name and model number and other items necessary for identification Include expected date of submission of shop drawings for approval 2 First submissions of shop drawings shall consist of two complete sets indicating the required technical information One complete set will be returned to the Contractor HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC REQUIREMENTS RECREATION CENTER 150102 3 Resubmittals if corrections are required two revised sets shall be resubmitted EAnrcghiniteeecrt will not accept more than one resubmittal Should additional resubmittals be required contractor shall reimburse the EAnrcghiniteeecrt on an hourly basis 4 If no further corrections are required submit four copies for final approval Three prints will be stamped and returned for distribution to all parties concerned 5 Nomenclature shall be the same as used in the bid documents and submittals shall indicate proposed location usage and shall be tagged by specifications section item number used in schedules or other identifying method used in Contract Documents 6 Coordinate submittals with other trades before submission a For Division 15 equipment requiring electrical power the submittal shall be signed off by the Division 16 installer b Ductwork and piping layout submittals shall be signed off reviewed for coordination by the Prime Contractor 7 Work installed without written approval is subject to removal and replacement with approved materials at no additional cost to the owner or delay of job progress B Refer to individual Mechanical Sections for submittals required C If the equipment submitted under Division 15 requires changes in material or labor from that required in the Contract plans and Specifications such changes shall be submitted as shop drawings 15 SERVICE MANUALS AND INSTRUCTION A Upon completion of the installation and as a condition of its acceptance prepare and submit an Operating and Maintenance Manual to the Owner for approval The Contractor shall compile the manual from information supplied by equipment manufacturers and from test and balance data furnished Each manual shall contain 1 Complete instructions on the operation of all mechanical equipment including all control settings switch positions timer operation set points and throttling data 2 Complete instructions regarding the maintenance of all mechanical equipment including periods and frequencies of all inspections lubrications and filter replacement etc type of lubricants required and exact description of performance of such maintenance and full description of inspections and corrections to make on a stepbystep basis Furnish a chart listing each lubricated piece of equipment the type of oil or grease required and recommended frequency of lubrication 3 Copy of all AsBuilt controls and AsBuilt wiring diagrams 4 Complete nomenclature of all replaceable parts their part numbers and the name and address of the nearest vendor 5 Copy of all guarantees and warranties issued for components of the systems showing all dates of expiration Such dates shall not be sooner than the expiration of the completed installation guarantee specified herein 6 Copy of the Test and Balance Report HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC REQUIREMENTS RECREATION CENTER 150103 7 A complete index at the front furnishing immediate information as to location in the manual of all data regarding the installation Numbered tab sheets shall be used 8 Name address and telephone number of the Contractor and each subcontractor employed for work under this Division B All material shall be neatly typed or shall be printed material Instructions specified shall be in continuous narrative form not fragmented sections as prepared by individual equipment manufacturers C Submit four 4 copies of manuals in binders with identification readable from the outside stating MECHANICAL SYSTEM INSTALLATION Rosemead Community Recreation Center City of Rosemead California 1 Submit in separate multiples of two 3ring loose leaf binders 2inch size with chrome plated piano hinges and black hard coated covers 2 Small or large literature not easily inserted in binders shall each be put in heavy manila envelopes 3 Furnish each binder with plastic enclosed tabs on reinforced paper neatly arranged Type each of the following on a separate tab a Index b Operating Instructions c Maintenance instructions d Asbuilt controls asbuilt wiring diagrams e Parts f Guarantees warranties g Valve chart h Test balance report i List of contractors subcontractors 4 File under correct tabs Clearly identify each piece of literature and envelope with equipment name and numbers 16 MSANUFACTURER DIRECTIONS A In all cases where manufacturers of articles used in this Contract furnish directions covering points not shown on Drawings or specified such directions shall be followed 17 DRAWINGS A Diagrammatic Drawings For purposes of clarity and legibility the Drawings are essentially diagrammatic and sizes and location of equipment are drawn to approximate scale Contractor shall make use of all data in all of the Contract documents and it is the Contractors responsibility to verify this information at building site B Routing of Ducts and Piping 1 Drawings indicate required size and termination of pipes and ducts and suggest proper routes of pipes and and ducts to conform to the structure to avoid obstructions and to preserve clearance HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC REQUIREMENTS RECREATION CENTER 150104 2 It is not the intent to indicate all necessary offsets and it shall be the responsibility under this section to install ductwork and piping in such a manner as to conform to structure avoid obstructions preserve headroom keep openings and passageways clear and make all equipment requiring inspection maintenance and repair accessible without further instructions or extra cost to the Owner C Coordination 1 Check with other Sections of the Specifications so that no interferences shall occur and in order that grade lines may be established for the work 2 Installed work which interferes with the work under other Sections of the Specifications shall be removed and rerouted at the discretion of the Architect without extra cost to the Owner 3 Work performed under this Division shall be coordinated with the electrical services provided to verify that the proper service is provided to each piece of equipment furnished under this Division This coordination shall occur prior to submission of shop drawings and ordering of equipment Any field changes required to adapt equipment to an incorrect electrical service shall be done at no cost to the owner All work shall be new unless indicated otherwise 18 SPARE PARTS AND SPECIAL TOOLS A Spare parts shall be provided to the Owner as follows and receipts obtained and included with Service Manuals 1 Complete set of belts for each piece of equipment requiring the same 2 Spare pilot light lamps of each type used on the project in quantity of ten percent but not less than two 3 One ysear supply of all expendable parts B Special Tools If any part of equipment furnished under these Specifications requires a special tool for assembly adjustment setting or maintenance thereof and such tool is not readily available on the commercial tool market it shall be furnished with equipment as a standard accessory 19 PRELIMINARY OPERATION AND EMERGENCY REPAIRS A The Owner reserves the right to operate portions of the mechanical system on a preliminary basis or make emergency repairs without voiding the guarantee or relieving the Contractor of his responsibilities 110 INSTRUCTIONS IN OPERATION A After all the system is in normal operating condition and all tests and adjustments have been made and the service manual has been completed and submitted for approval furnish one or more fulltime qualified personnel as necessary to put the mechanical Work in continuous operation for a period of not less than five days during which time the designated psersonnel only purpose shall be to give complete operating and maintenance instruction to the Oswner operating personnel Furnish all service necessary for the operation and protection of the mechanical systems Fuel power and other supplies required during this period will be furnished by the Owner HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC REQUIREMENTS RECREATION CENTER 150105 111 JOB CONDITIONS A Concealed Items Prior to covering or otherwise concealing any piping wiring or equipment obtains Asrchitect approval Refer to Division 1 GENERAL REQUIREMENTS B Before submitting proposal each bidder shall visit the site and verify working conditions No allowance shall be made subsequently for additional costs in this regard 112 INSTALLATION OF THE WORK A Coordinate with the project construction schedule B Coordinate with other trades to obtain proper arrangement of equipment piping ductwork conduit etc C Contractor shall notify Architect of points of conflict between his work and the work of other trades so that conflicts may properly be adjusted D Work installed by this Contractor that interferes with the work of other trades shall be removed and reinstalled at the Contractors expense when so directed by the Architect E Coordinate field details with other trades to avoid construction delays and maintain required clearances 1 Furnish details and drawings of equipment base pads and anchor bolts 2 Furnish and install all pipe sleeves and pipe support inserts before concrete is poured 3 Furnish shop drawings showing exact locations and sizes of openings through walls floors and roof 4 Investigate each space through which equipment must move Where necessary equipment shall be shipped from manufacturer in crated sections of a size suitable for moving through restricted spaces available F Installation Restrictions 1 No piping or ductwork shall be installed in electrical rooms or closets telephone rooms or closets and elevator machine rooms or hoistways 2 No piping shall be installed over or within 5 feet of transformers substations switchboards motor control centers emergency generators or motors except branch pipes to equipment If piping must be run within 5 feet of these devices provide a watertight 18 gages stainless steel drip pan reinforced and supported below piping Drain pan to spill over floor drain or sink G Do not remove or damage fireproofing materials Repair or replace damaged materials at no extra cost to the Owner 113 RECORD DOCUMENTS A At the beginning of construction the Contractor shall obtain and pay for a set of reproducible documents from the Architect These documents shall be kept on the job site and any deviations from the original contract documents shall be noted on these plans as they occur A copy of stamped approved drawings from Building Safety Division and other Agencies shall be kept at the job site at all times HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC REQUIREMENTS RECREATION CENTER 150106 B At the conclusion of the project the Contractor shall transfer the information to a formal set of plans Reproducible copies of these Asbuilt plans shall be turned over to the Owner C At the conclusion of the project and in addition to Paragraph B the Contractor shall provide As Built drawings both on computer disk that are in AutoCAD latest edition format and hard copies as part of submittals 114 EQUIPMENT SUPPORTS AND SUPPLEMENTARY FRAMING A Furnish and install all necessary steel supports for fans coils tanks receivers piping ductwork and other equipment as required for a complete installation in accordance with applicable codes and as approved by the Architect Supports shall be painted with one coat of rust preventative paint after installation B Provide supplementary framing required for attachment of hangers supports and anchors Fasten supplementary framing to the structure in an approved manner Supplementary framing shall be structural angle iron channels and I beams properly designed to carry the weight of piping and its contents equipment or ductwork and to withstand any thrust exerted by the expansion and contraction of the piping and its seismic forces C Submit details of all hangers anchors and supplementary framing including the proposed method of fastening of supplementary framing to the base building structure and all calculations used in determining the proposed fastening method D All Structural Work for equipment supports and framing shall conform to the requirements of the applicable codes 115 STANDARDS A Comply with the requirements of Division 1 Abbreviations Symbols and Standards B Definitions 1 This Division A portion of the Specifications that includes all the Sections of Division 15 Mechanical 2 Individual Mechanical Section Any one of the sections listed under Division 15 Mechanical 3 Other Divisions The portions of the Specification that do not include Division 15 Mechanical 4 Concealed Hidden from view as in trenches chases ceilings or furred spaces or exposed to view in tunnels attics or crawl spaces that are used solely for maintenance or repair 5 Exposed Not concealed as defined above 6 Riser A vertical pipe or duct having a vertical length greater than one story height 7 Drop A vertical pipe or duct that does not penetrate a floor 8 Upfeed connection A vertical pipe or duct that penetrates a floor but has a vertical length of less than one story height 9 Header A pipe or duct of constant size that serves a battery of closely spaced inlet or outlet connections 10 Piping includes pipe fittings valves hangers insulation and all devices that make up the system HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC REQUIREMENTS RECREATION CENTER 950907 11 Unfinished Space A room or space that is ordinarily accessible only to building maintenance personnel or a room that in the Architects Finish Schedule has exposed and unpainted construction and is specifically mentioned as unfinished 12 Finished Space A room or space that is not unfinished as described above Any space ordinarily visible to the public including exterior spaces 13 Furnish or Provide To supply install and connect up complete and ready for safe and regular operation of particular work referred to unless specifically otherwise noted 14 Install to erect mount and connect complete with related accessories 15 Supply to purchase procure acquire and deliver complete with related accessories 16 Work Labor materials equipment apparatus controls accessories and other items required for proper and complete installation 17 Wiring Raceway fittings wire boxes and related items 18 Indicated Shown or Noted As indicated shown or noted on the Drawings or Specifications 19 Similar or Equal of base bid manufacturer equal in materials weight size design and efficiency of the specified product conforming with the base bid manufacturers 20 Reviewed Satisfactory Accepted or Directed As reviewed accepted or directed by the Architect 21 Motor Controllers Manual or Magnetic starters with or without switches individual pushbuttons or hand offautomatic HOA switches controlling the operation of motors 22 Control or Actuating Devices Automatic sensing and switching devices such as thermostats pressure float or electro pneumatic switches and electrodes controlling operation of equipment C Abbreviations references to technical societies trade organizations and governmental agencies are made in this division in accordance with the following 1 AFI Air Filter Institute 2 AGA American Gas Association 3 AMCA Air Moving and Conditioning Association 4 ANSI American National Standards Institute 5 ARI Air Conditioning and Refrigeration Institute 6 ASHRAE American Society of Heating Refrigerating and Air Conditioning Engineers 7 ASME American Society of Mechanical Engineers 8 ASPE American Society of Plumbing Engineers 9 ASTM American Society of Testing Materials 10 AWS American Welding Society 11 ANSI American National Standards Institute HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC REQUIREMENTS RECREATION CENTER 150108 12 AWWA American Water Works Association 13 CAC California Administrative Code 14 CDA Copper Development Association 15 1CGA Compressed Gas Association 16 CISPI Cast Iron Pipe Institute 17 EPA Environmental Protection Agency 18 FM Factory Mutual 19 FIA Factory Insurance Association 20 IRI Industrial Risk Insurers 21 MSS Manufacturers Standardization Society 22 NAFM National Association of Fan Manufacturers 23 NCPI National Clay Pipe Institute 24 NEC National Electrical Code 25 NEMA National Electrical Manufacturers Association 26 CFC California Fire Code 27 NFPA National Fire Protection Association 28 PDI Plumbing and Drainage Institute 29 SMACNA Sheet Metal and Air Conditioning Contractors National Association 30 UL Underwriters Laboratories 31 CMC California Mechanical Code including local agency modifications 32 CPC California Plumbing Code including local agency modifications 33 CBC California Building Code PART 2 PRODUCTS 21 MATERIALS A Electrical 1 All motor starters relays or other electrical components and related Work specified in the Mechanical Division shall be in compliance with Division 16 ELECTRICAL 2 All motors shall be single phase or threephase as indicated on the Drawings Motor starters shall be as scheduled on the Drawings and specified If motors appliances or apparatus are furnished varying in horsepower and characteristics from those specified make all required changes at no additional cost to the Owner 2 MATERIALS AND EQUIPMENT A Wherever possible all materials and equipment used in the installation of this work will be of the same brand of manufacture for each class of material or equipment B All materials and equipment shall be new and without defects HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC REQUIREMENTS RECREATION CENTER 150909 C All materials and equipment located outdoors shall be suitable for outdoor installation weatherproof Paint on outdoor materials and equipments shall be weatherproof type All electrical and control panels located outdoors shall have NEMA type 3R enclosure All insulation shall be provided with weatherproof jackets PART 3 EXECUTION 31 EXCAVATION AND BACKFILL A General 1 Do all excavation and backfill required to install the work of this Division 2 Perform all excavation and backfill outside of building perimeter in accordance with requirements specified in Division 2 B Excavation Bury piping outside the building to a depth of not less than 30 below finish grade unless noted otherwise C Backfilling Do not backfill without final inspection and approval for the piping installation by the Architect Backfill material shall be as specified under pertinent Sections Piping laid in backfill shall be supported by grade beams to prevent settlement or distortion of piping unless backfill is compacted to a minimum of 95 32 SERVICE CONTINUITY A All work that involves shutdown of existing site or building utilities or portions thereof shall be done at such times as will cause the least inconvenience to the Owners activities and shall be done at night on Saturdays Sundays holidays or at the discretion of the Architect The exact time and length of shutdown shall be arranged for with the Architect at least fourteen 14 days but not more than thirtyfive 35 days in advance of the required shutdown B Once a shutdown has been done the Contractor shall work continuously around the clock without stop until the work has been completed and the utilities have been returned to normal operation C The Contractor shall include in his proposal the cost of all necessary overtime or premium time for this work No extra payment will be allowed for overtime or premium time required to meet the shutdown schedule or the contract schedule D Draining and refilling of existing piping systems shall be part of this csontractor work The refill shall have the identical water treatment as in the existing system Hot taps will only be allowed with the Asrchitect and Oswner approval 3 PROTECTION CARE AND CLEARING A Protection Provide adequate means for and fully protect all finished parts of the materials and equipment against physical damage from whatever cause during the progress of this work and until completion B Care During construction properly cap all lines and equipment nozzles so as to prevent the entrance of sand and dirt Protect equipment against moisture plaster cement paint or other work or other trades by covering it with polyethylene sheets C Cleaning After installation has been completed the Contractor shall clean all systems as follows HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC REQUIREMENTS RECREATION CENTER 1501010 I Ductwork Piping and Equipment to be Insulated Clean exterior thoroughly to remove rust plaster cement and dirt before insulation is applied 2 Ductwork Piping and Equipment to be Painted Clean exterior of piping and equipment exposed in completed structure removing rust plaster cement and dirt by wire brushing Remove grease oil and similar materials by wiping clean with rags and suitable solvents 3 Motors pumps and other items with factory finish Remove grease and oil and leave surfaces clean and polished 4 Cleaning operations shall be supplemented by the additional cleaning requirements specified in other sections D Trash Removal keep site clear of packing cartons scrap materials and other rubbish resulting from operations under this division Conform to Division 1 34 LUBRICATION A Upon completion of the work and before turning over to the Owner clean and lubricate all bearings except sealed and permanently lubricated bearings B Use only lubricant recommended by the manufacturer and as listed in the Service Manual C Contractor is responsible for maintaining lubrication of all mechanical equipment under his Contract until work is accepted 191 LT111kq IIIIIPELI A Painting is specified in Division 9Painting 36 CUTTING AND PATCHING A Sleeves and inserts Provide all sleeves inserts and openings necessary for the installation for the Mechanical Work B Openings 1 Special forming recesses chases and curbs as necessary for the proper reception and installation of the mechanical equipment as shown on the Drawings will be provided in the structure under other Divisions If additional openings are required the cost shall be an obligation of this DIVISION 2 The Contractor shall examine all Drawings to ascertain that proper provisions have been made for the work If such provisions are not made in time the Contractor shall bear all extra costs incurred in later cutting and patching to accommodate this work 37 OPERATIONAL TESTS A General 1 Before acceptance tests are performed the Contractor shall demonstrate to the Architect Architect that all systems and components are complete and fully charged with operating fluid and lubricants 2 Perform operational tests on all machinery and devices to determine compliance with Specifications Equipment shall function quietly and efficiently Before acceptance repair or correct piping and equipment causing noise or vibration HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC REQUIREMENTS RECREATION CENTER 1501011 3 Systems shall be operable and capable of maintaining continuous uninterrupted operational service during the operating and demonstration periods of operation 4 All control systems shall be completely operable with calibration and setting properly set and adjusted 5 All rotating equipment shall be in dynamic balance and alignment 6 Specific Tests required are specified in detail in various Mechanical Sections B Test and Balance 1 Pressure tests shall be done after systems are in dynamic balance and alignment 2 General a Contractor shall notify the Architect when any test is ready to be performed The Architect or his representative is to be present for all tests b Contractor shall provide all equipment required for testing including fittings for additional openings and all openings required inside and outside the building c After the installation has been tested or portions thereof the Contractor shall certify in writing the time date name and title of the person witnessing the test This shall also include the description of the test and the portion of the system that has been tested The person making the test shall sign the certification d A complete record shall be maintained by the Contractor of all testing that has been performed and shall be made available at the job site to all authorities concerned e Upon completion of the work all records and certifications regarding testing requirements shall be submitted to the Architect f Defective work or material shall be replaced or repaired as necessary at no additional cost to owner and the test repeated Repairs shall be made with new materials No caulking of screwed joints or holes will be acceptable g No part of any work shall be covered or concealed until after it is inspected and tested h Isolate all equipment subject to damage from test pressure make no tests against a service valve or meter 3 Timing of Tests Two weeks before expected completion date put all systems and equipment into operation and continue operation of same during each working day but not not less than five 8hour periods until all adjusting balancing and testing demonstrations required have been performed 4 Functional Tests Any installed item not meeting the schedule or specified performance shall be removed and replaced with items whose performance is in accordance with the Drawings and Specifications at no additional costs to the Owner 5 After all systems have been completely installed connections made and tests completed Contractor shall make arrangements with the Owner to operate the systems for a period of ten 10 working days during the hours of a normal working day 6 The Contractor shall notify the Architect in writing when the operational period may start and the time for this period shall be scheduled by mutual agreement HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC REQUIREMENTS RECREATION CENTER 9501012 7 During this operation period the Contractor shall instruct the Oswner operating personnel in accordance with written instructions of the Service Manual specified 8 Perform tests as specified and as requested by the Architect to prove installation is in accordance with Contract requirements Perform tests in presence of Architect or his representative and furnish test equipment facilities and technical personnel required to perform tests 9 Additional specific Testing and Balancing requirements are specified in detail in various Mechanical Sections 38 SERVICES A General Perform service on all Mechanical Work until the date of acceptance of completion including oiling and greasing adjustments cleaning packing of seals and other items as recommended by equipment manufacturer in the maintenance manual herein specified B Air Filters 1 Do not operate air moving equipment having air filters unless temporary filters of similar rating to specified are in place to protect the Mechanical Work 2 Replace these temporary temporary filters with specified filters before final test and balance work is begun as necessary for accurate readings After completing the testing and balancing work replace filters with new filter media as specified C Strainers Remove clean and reinstall each strainer screen as specified below after systems have been flushed 1 Clean each strainer screen after all adjustments have been made and system has operated a minimum of 24 hours but before final test and balancing operation is started 2 Clean each strainer again after final test and balancing operation and before completion of the Project D Purge all air from water systems after each servicing E Protect all furnishings and finishes during each servicing operation and repair or replace to original condition Those damaged as a result of servicing shall replace at the Csontractor expense F Replace insulation removed or damaged after each operation Use insulation as specified in Section 15250 MECHANICAL INSULATION G Put system in full operating condition 39 OBJECTIONABLE NOISE AND VIBRATION A Mechanical equipment and piping system shall operate without objectionable noise and vibration as determined by the judgment of the Architect B If such objectionable noise and vibration should be produced make necessary changes or additions required to produce satisfactory results 310 CLOSINGIN OF UNINSPECTED WORK A Do not allow or cause any work to be covered up or enclosed until inspected until inspected tested and approved B Should any work be enclosed or covered up before such inspection and test Contractor HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC REQUIREMENTS RECREATION CENTER 1501013 shall at his own expense uncover work After the work has been inspected tested and approved make repairs with such materials as necessary to restore his work and that of other Divisions to original and proper condition 311 CLEANING A After installation is complete clean all systems as indicated below B Ductwork Piping and Equipment to be insulated Clean exterior thoroughly to remove rust plaster cement and dirt before insulation is applied C Ductwork Piping and Equipment to be Painted Clean exterior to be exposed in completed structure Remove rust plaster cement and dirt by wire brushing Remove grease oil and other foreign materials by wiping with clean rags and substitute solvents D During Progress of Work Carefully clean up the premises and keep all portions of the building free of debris E Chrome or Nickel Plated Work Thoroughly polish F Factory Finished Items Remove grease and oil and leave surfaces clean and polished 312 INDUSTRIAL WASTE A All wastes discharged to sanitary sewers or storm drains shall comply with the requirements of the State Water Quality Resources Board Department of Public Works and all local ordinances THIS IS SPACE IS INTENTIONALLY LEFT BLANK NVAC REPLACEMENT FOR ROSEMEAD COMMUNITY BASIC REQUIREMENTS RECREATION CENTER 1501014 SUBSTITUTION REQUEST FORM TO ATTN RE PROJECT NO Gentlemen We hereby submit for your consideration the following product instead of the specified item for the above projectSection No Specified Item Proposed Substitution Attached are complete technical data including laboratory test reports as applicable as required by Section 15010 of the specifications Also included is complete information on changes to the drawings and specifications which the proposed substitution will require for proper installation COMPLETE THE FOLLOWING Does the substitution affect dimensions shown on drawings Yes No What affect does the substitution have on other trades What are the differences between the specified item and the proposed substitution Manufacturers guarantees for the specified and proposed items are the same different see attached explanation The undersigned states that the function appearance and quality of the substitution are equivalent to or superior to the specified item The undersigned also states that he has complied with all BidderContractor Responsibilities required by Division 1 and Section 15010 Submitted by For use by Architect Signature Accepted Firm Accepted as note By Address Date Remarks Telephone Date HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY RECREATION CENTER Not Accepted BASIC REQUIREMENTS 1501015 SECTION 07920 JOINT SEALANTS it71Itle1i1l 1 SUMMARY A Provisions of Division 01 apply to this section B Use only adhesives and sealants that meet or exceed the VOC Volatile Organic Compounds limits of South Coast Air Quality Management District SCAQMD Rule No 1168 in the building Section Includes Joint sealants as indicated or required D Related Sections Section 07600 Flashing and Sheet Metal 12 SUBMITTALS A Shop Drawings Submit Shop Drawings indicating sealant joint locations with fullsize sealant joint details B Product Data Submit msanufacturer literature for each sealant material C Material Samples Submit Samples indicating color range available for each sealant material intended for installation in exposed locations D Certifications Submit msanufacturer certification materials comply with requirements specified E Site Samples At locations required provide a Sample of sealant for each typical installation approximately 24 long including joint preparation backing sealant and tooling Allow backing to extend 6 beyond end of sealant for inspection of substrate Test Reports Submit msanufacturer adhesion compatibility test reports according to ASTM C 794 for each substrate A Qualifications of Installer The Work of this section shall be installed by a firm which has been in the business of installing similar materials for at least 5 consecutive years and can show evidence of satisfactory completion of 5 projects of similar size and scope Installer shall have applicators trained and approved by manufacturer for performing this Work 14 DELIVERY STORAGE AND HANDLING A Store in accordance with msanufacturer recommendations Provide a uniform ambient temperature between 60 and 80 degrees F HVAC REPLACEMENT PROJECT JOINT SEALANTS ROSEMEAD COMMUNITY RECREATION CENTER 079201 A Manufacturer shall provide a 5 year material warranty B Installer shall provide a 2 year labor warranty PART2 PRODUCTS 21 GENERAL A Furnish sealants meeting following inservice requirements 1 Normal curing schedules are permitted 2 Non staining color fastness resistance to color change and durability when subjected to intense actinic ultraviolet radiation are required B Furnish the products of only one manufacturer unless otherwise required sealant colors as selected to match the adjoining surfaces 2 MATERIALS A Sealants 1 Sealant 1 Acrylic latex onepart non sag mildew resistant acrylic emulsion compound complying with ASTM C 834 Type S Grade NS formulated to be paintable a Tremco Inc Acrylic Latex Caulk b Bostik Construction Products Division ChemCalk 600 C Pecora Corporation AC20 2 Sealant 2 Butyl sealant onepart non sag solvent releasecuring sealant complying with FS TTS001657 for Type 1 and formulated with a minimum of 75 percent solids a Tremco Inc Tremco Butyl Sealant b Bostik Construction Products Division ChemCalk 300 C Pecora Corp BC158 3 Sealant 3 Silicone sealant onepart non acid curing silicone sealant complying with ASTM C 920 Type S Grade NS Class 25 a Dow Corning Corp Dow Corning 790 791 795 b General Electric Co Silpruf C Tremco Inc Spectrem 1 d Pecora Corp 864 HVAC REPLACEMENT PROJECT JOINT SEALANTS ROSEMEAD COMMUNITY RECREATION CENTER 079202 4 Sealant 4 Onepart mildewresistant silicone sealant complying with ASTM C 920 Type S Grade NS Class 25 a Dow Corning Corp Dow Corning 786 b General Electric Co Sanitary 1700 C Tremco Inc Proglaze White d Pecora Corp 863 White 5 Sealant 5 Onepart non sag urethane sealant complying with ASTM C 920 Type S Grade NS Class 25 a Bostik Construction Products Div ChemCalk 900 b Mameco International Inc Vulkem 116 C Tremco Inc Dymonic d Sika Corporation Sikaflex 1A 6 Sealant 6 Multipart pouring urethane sealant complying with ASTM C 920 Type M Grade P Class 25 a Tremco Inc HPL b Mameco International Inc Vulkem 255 C Sika Corporation Sikaflex 2C NSSL d WRMeadows Pourthane 7 Sealant 7 Acoustical sealant non drying non hardening permanently flexible conforming to ASTM D 217 a Pecora Corp BA98 Acoustical Sealant b Tremco Inc Tremco Acoustical Sealant C United States Gypsum Co Sheetrock Acoustical Sealant B Penetrations Through Fire Barriers Refer to Section 07840 Fire Stops and Smoke Seals 1 3M Brand Fire Barrier Calk CP25 2 3M Brand Fire Barrier Putty 303 C Joint Backing ASTM D 1056 round closed cell Polyethylene Foam Rod oversized 30 to 50 percent larger than joint width reticulated polyolefin foam D Primer Non Staining Type Provide primer as required and shall be product of manufacturer of installed sealant E Lacquer sealer shall be clear as recommended by sealant manufacturer HVAC REPLACEMENT PROJECT JOINT SEALANTS ROSEMEAD COMMUNITY RECREATION CENTER 079203 Bond Breaker Pressure sensitive tape recommended by sealant manufacturer G Sealants shall have normal curing schedules shall be nonstaining color fast and shall resist deterioration due to ultraviolet radiation PART 3 EXECUTION 31 EXAMINATION A Verify that joint openings are ready to receive Work and field tolerances are within the guidelines recommended by sealant manufacturer A Joints and spaces to be sealed shall be completely cleaned of all dirt dust mortar oil and other foreign materials which might adversely affect caulking Work Where necessary degrease with a solvent or commercial degreasing agent Surfaces shall be thoroughly dry before application of sealants B If recommended by manufacturer remove paint and other protective coatings from surfaces to be calked before priming and installation of sealants C Preparation of surfaces to receive sealant shall conform to the sealant msanufacturer specifications Provide air pressure or other methods to achieve required results Provide masking tape to keep sealants off surfaces that will be exposed in finished Work D Etch concrete or masonry surfaces to remove excess alkalinity unless sealant msanufacturer printed instructions indicate that alkalinity does not interfere with sealant bond and performance Etch with 5 percent solution of muriatic acid neutralize with dilute ammonia solution rinse thoroughly with water and allow to dry before sealant installation E Perform preparation in accordance with ASTM C 804 for solvent release sealants and ASTM C 962 for elastomeric sealants Protect elements surrounding Work of this section from damage or disfiguration 3 SEALANT APPLICATION SCHEDULE HVAC REPLACEMENT PROJECT JOINT SEALANTS ROSEMEAD COMMUNITY RECREATION CENTER 047920 34 APPLICATION A Provide sealant around all openings in exterior walls and any other locations indicated or required for structure weatherproofing andor waterproofing B Sealants shall be installed by experienced mechanics using specified materials and proper tools Preparatory Work cleaning etc and installation of sealant shall be as specified and in accordance with msanufacturer printed instructions and recommendations C GGPGrctc Fnasenry ndotheF sufaee nad nay suFffanes if FenOMMARded by manufaetuFeF shall 138 Primed befere installing s 3e installed with a 19FLIsh thatwill re Gh all pa is ofj to hp filled with R D Sealants shall be stored and installed at temperatures as recommended by manufacturer Sealants shall not be installed when they become too jelled to be discharged in a continuous flow from gun Modification of sealants by addition of liquids solvents or powders is not permitted E Sealants shall be installed with guns furnished with proper size nozzles Sufficient pressure shall be furnished to fill fill all voids and joints solid In sealing around openings include entire perimeter of each opening unless indicated or specified otherwise Where gun installation is impracticable suitable hand tools shall be provided F Sealed joints shall be neatly pointed on flush surfaces with beading tool and internal corners with a special tool Excess material shall be cleanly removed Sealant where exposed shall be free of wrinkles and uniformly smooth Sealing shall be complete before final coats of paint are installed G Comply with sealant msanufacturer printed instructions except where more stringent requirements are indicated on Drawings or specified H Partially fill joints with joint backing material furnishing only compatible materials until joint depth does not exceed 12 inch joint width Minimum joint width for metal to metal joints shall be 14 inch Joint depth shall be not less than 14 inch and not greater than 12 inch Install sealant under sufficient pressure to completely fill voids Finish exposed joints smooth flush with surfaces or recessed as indicated Install non tracking sealant to concrete expansion joints subject to foot or vehicular traffic HVAC REPLACEMENT PROJECT JOINT SEALANTS ROSEMEAD COMMUNITY RECREATION CENTER 079205 Where joint depth prevents installation of standard bond breaker backing rod furnish non adhering tape covering to prevent bonding of sealant to back of joint Under no circumstances shall sealant depth exceed 12 inch maximum unless specifically indicated on Drawings K Prime porous surfaces after cleaning Pack joints deeper than 34 inch with joint backing to within 34 inch of surface Completely fill joints and spaces with gun applied compound forming a neat smooth bead 35 MISCELLANEOUS WORK A Sealing shall be provided wherever required to prevent light leakage as well as moisture leakage Refer to Drawings for condition and related parts of Work B Install sealants to depths as indicated or if not indicated as recommended by sealant manufacturer but within following general limitations Forjoints in concrete walks slab and paving subject to traffic fill joints to a depth equal to 75 percent of joint width but not more than 34 inch deep or less than 38 inch deep depending on joint width 2 For building joints fill joints to a depth equal to 50 percent of joint width but not more than 12 inch deep or less than 14 inch deep 36 CLEANING A Remove rubbish debris and waste materials and legally dispose of off the Project site 37 CURING A Sealants shall cure in accordance with msanufacturer printed recommendations Do not disturb seal until completely cured 38 PROTECTION A Protect the Work of this section until Substantial Completion End of Section HVAC REPLACEMENT PROJECT JOINT SEALANTS ROSEMEAD COMMUNITY RECREATION CENTER 079206 SECTION 07546 SINGLE PLY PVC MECHANICALLY ATTACHED Bid Alternate 1 PART GENERAL 1 SUMMARY A Furnish and install single ply mechanically attached PVC roofing membrane with flashings and other components to comprise a roofing system Entire system will be mechanically fastened No adhesives will be permitted in the primary membranes system B The project requirements are to use an EnergyStar compliant high reflectance roof initial reflectance of at least065 and 3 year aged reflectance of at least055 when tested in accordance with ASTM E903 and emissivity of at least 09 when tested in accordance with ASTM 408 for a minimum of 75 of the roof surface C Related Work The work includes but is not necessarily limited to the installation of 1 Remove Obsolete Roof Top EVqueipnmtesntSleepers 2 Tear off existing roofing to plywood deck 3 Tear off all primary metal lashings retaining identified flashings 4 Prepare all penetrations to receive new roofing 5 Inspect deck for deterioration and replace as required 6 Install tapered insulation and crickets as required 7 Raise all existing curbs under 6 inches to a minimum of 8 inches above the new finished roof level 8 Approved Cover Board 9 12 Fasteners and Plates for Cover Board 10 Roof Membrane 11 Fasteners for membrane attachment 12 Edge Metal and fasteners 13 Roof Membrane Flashings 14 Adhesive for Flashings 15 Walkways 16 Other Metal Flashings 17 Sealants D Related Sections 1 07600 Sheet Metal Flashing and Trim 2 06100 Miscellaneous Rough Carpentry 3 02050 Demolition 12 QUALITY ASSURANCE A The roofing system shall be applied only by a Contractor authorized by the approved Roofing Manufacturer prior to bid The Contractor shall have a minimum of five 5years documented experience with the approved Roofing Manufacturer The Owners Representative reserves the right to request a list of completed jobs and references to HVAC REPLACEMENT PROJECT SINGLE PLY PVC MECHANICALLY ATTACHED ROSEMEAD COMMUNITY RECREATION CENTER 075469 verify work and performance B The Roofing Manufacturer shall have a minimum of ten 10 years experience in directly producing the specified membrane The PVC membrane shall have also maintained a consistent formulation for a minimum of ten 10 years C The Roofing Manufacturer is to certify that the polymer thickness is of the minimum thickness specified Certification is to be signed by the Roofing Msanufacturer quality control manager D A minimum of two 2 weekly inprogress inspections shall be performed for the duration of this project The inspections shall be performed by a Technical Representative of the Roofing Manufacturer E Upon completion of the installation and the delivery to the Roofing Manufacturer by the Contractor of a certification that all work has been done in strict accordance with the contract specifications and the Roofing Manufacturers requirements and inspection shall be made by Technical Representative of the Roofing Manufacturer to review the installed roof system F There shall be no deviation made form the Project Specification without prior written approval by the Owner G All work pertaining to the installation of the PVC membrane and lashings shall only be completed by Contractor personnel trained and authorized by the Roofing Manufacturer in those procedures H Unreinforced or polyester reinforced membrane lashings are prohibited I Verify the roof deck and roof construction is structurally sound provide support for the new roof system J No Private Label or Third party membrane manufacturers are approved alternates 13 SUBMITTALS A At the time of award the Contractor shall submit to the Owner or Representative the following 1 Two 12 inch x 12 inch membrane samples and two samples of each component to be used in the roofing system 2 Latest edition of the roofing system msanufacture specification and installation instructions including applicable detail drawings 3 Letter from the proposed Roofing Manufacturer stating that the Manufacturer has a minimum of ten 10 years consistent experience in in successfully producing the proposed roof system The letter shall also state that the proposed Msanufacturer membrane has maintained a consistent formulation for a minimum of ten 10 years 4 Letter from proposed Roofing Manufacturer describing the specified certified polymer thickness program Included shall be a sample copy of the proposed Msanufacture certificate for polymer thickness as specified HVAC REPLACEMENT PROJECT SINGLE PLY PVC MECHANICALLY ATTACHED ROSEMEAD COMMUNITY RECREATION CENTER 075462 5 Complete list of material physical and mechanical properties for each membrane and component including weights and thicknesses ultimate elongation puncture resistance seam peel strength breaking strength tear strength dimensional stability and low temperature bend 6 Copy of the ASTM Certification for the named flashing product showing Type II Class I fiberglass reinforced flashing membranes and Type III polyester reinforced field membranes 7 Evidence that the proposed roof system meets the requirements of the local building code and has been tested and approved or listed by the required test organizations 8 Sample copy of msanufacturer guarantee 9 Sample copy of Csontractor installation warranty 14 PRODUCT DELIVERY STORAGE AND HANDLING A All products delivered to the job site shall be in the original unopened containers or wrappings bearing all seals and approvals B Handle all materials to prevent damage Place all materials on pallets and fully protect from moisture C Membrane rolls shall be stored lying down on pallets and fully protected from the weather with clean canvas tarpaulins Unvented polyethylene tarpaulins are not accepted due to the accumulation of moisture beneath the tarpaulin in certain weather conditions which may affect the ease of membrane weldability D All adhesives shall be stored at temperatures between 40F 5C and 80 F 27C Read instructions contained on adhesive canister or specific storage instructions E All flammable materials shall be stored in a cool dry area away from sparks and open flames Follow precautions outlined on containers or supplied by material manufacturersupplier F Remove all damaged materials from the job site G Load materials on the rooftop in such a manner to eliminate risk of deck overload due to concentrated weight 15 JOB CONDITIONS A PVC materials may be installed under certain adverse weather conditions but only after consultation with the Roofing Manufacturer as installation time and system integrity may be affected B Only as much of the new roofing as can be made weathertight each day including all flashing and detail work shall be installed All seams shall be cleaned and heat welded before leaving the job site that day C All work shall be scheduled and executed without exposing the interior building areas to the effects of inclement weather The existing building and its contents shall be protected against all risks HVAC REPLACEMENT PROJECT SINGLE PLY PVC MECHANICALLY ATTACHED ROSEMEAD COMMUNITY RECREATION CENTER 075463 D All surfaces to receive new barrier board membrane or flashings shall be dry Should surface moisture occur the Applicator shall provide the necessary equipment to dry the surface prior to application All new and temporary construction including equipment and accessories shall be secured in such a manner as to preclude wind blowoff and subsequent roof or equipment damage F Uninterrupted waterstops shall be installed at the end of each dsay work and shall be completely removed before proceeding with the next dsay work Waterstops shall not emit dangerous or unsafe fumes and shall not remain in contact with the finished roof as the installation progresses Contaminated membrane shall be replaced at no cost to the Owner G The Applicator is cautioned that certain PVC membranes are incompatible with asphalt coal tar heavy oils roofing cements creosote and some preservative materials Such materials shall not remain in contact with PVC membranes The Applicator shall consult the Roofing Manufacturer regarding compatibility precautions and recommendations H Arrange work sequence to avoid use of newly constructed roofing as a walking surface or for equipment movement and storage Where such access is absolutely required the Applicator shall provide all necessary protection and barriers to segregate the work area and to prevent damage to adjacent areas A substantial protection layer consisting of plywood over polyester felt shall be provided for all new and existing roof areas which receive rooftop traffic during construction I Prior to and during application all dirt debris and dust shall be removed from surfaces either by vacuuming sweeping blowing with compressed air andor similar methods J The Applicator shall follow all safety regulations as required by OSHA and any other applicable authority having jurisdiction K All roofing flashings and metal work removed during construction shall be immediately taken off site to a legal dumping area authorized to receive such materials Hazardous materials such as materials containing asbestos are to be removed and disposed of in accordance with applicable State and Federal requirements L All new roofing waste material ie scrap roof membrane empty cans of adhesive shall be immediately removed from the site by the Applicator and properly transported to a legal dumping area authorized to receive such material M The Applicator shall take precautions that storage andor application of materials andor equipment does not overload the roof deck or building structure N Flammable adhesives shall not be stored and not be used in the vicinity of open flames sparks and excessive heat O All rooftop contamination that is anticipated or that is occurring shall be reported to the Roofing Manufacturer to determine the corrective steps to be taken P The Applicator shall conduct fastener pullout tests in accordance with the latest revision of the SPRIANSI Fastener Pullout Standard to help verify condition of sdubestcrakte and to confirm expected pullout values HVAC REPLACEMENT PROJECT SINGLE PLY PVC MECHANICALLYATTACHED ROSEMEAD COMMUNITY RECREATION CENTER 075464 Q Remove all excessive moisture dirt debris and dust R Dispose of all existing and new roofing insulation lashings and metal work removed during construction in a waste processing facility authorized to receive such materials Verify that all roof drain lines are functioning correctly not clogged or blocked before starting work Report any such blockages in writing to the Contractor or Owner as appropriate for corrective action prior to the installation of the new roof system If any water is allowed to enter under the newly completed roofing the affected area shall be removed allowed to dry and replaced with new materials Inspect the substrate for defects such as excessive surface roughness contamination structural inadequacy or any other condition that will adversely affect the quality of work Stop work if any contamination or unusual or concealed condition is discovered and immediately notify the Contractor of such condition in writing for correction 16 SEQUENCING A Arrange work sequence to avoid use of newly constructed roofing as a walking surface or for equipment movement and storage Where such access is absolutely required provide all necessary protection and barriers to segregate the work area and to prevent damage to adjacent areas Provide a substantial protection layer consisting of plywood over PVC membrane or plywood over insulation board for all roof areas that receive rooftop traffic during construction 17 WARRANTIES B Roofing Msanufacturer Standard twenty 20 Year Full System DL Warranty The Warranties shall be non prorated and contain no exclusion for pondingstanding water and no time limits shall be assigned for any such ponding standing water The Warranty shall allow the Owner a minimum of one week for oral notification of leakage and a minimum of one month for written notification C Roofing Contractor Installation Five 5 Year Warranty The Roofing Contractor shall supply the Owner a separate fiveyear workmanship warranty In the event any work related to roofing flashing or metal is found to be within the Roofing Contractor warranty term defective or otherwise not in accordance with the Contract Documents the Roofing Contractor shall repair that defect at no cost to the Owner The Roofing Csontractor warranty obligation shall run directly to the Owner PART2 PRODUCTS 21 SINGLE PLY PVC MEMBRANE ROOFING A Subject to compliance with specified requirements PVC Roofing shall be by Sika Sarnafil Canton MA local contact 310 5283348 or an or equal product by one of the followingGenCorp Polymer Products 2 Trocal Roofing Systems B Membrane shall conform to ASTM D443496 or latest revision Standard for Polyvinyl Chloride Sheet Roofing Classification Type III HVAC REPLACEMENT PROJECT SINGLE PLY PVC MECHANICALLYATTACHED ROSEMEAD COMMUNITY RECREATION CENTER 075465 C Polymer thickness is to be measured using optical method measuring total polymer thickness between fibers or measuring overall sheet thickness according to ASTM D751 95 and subtracting thickness of cross point of reinforcing fabric Polymer thickness shall be sixty 60 mils as documented by a third party source Polymer thickness variance shall not exceed three mils 3 thousandths of an inch D Install only Membrane Flashings conforming to ASTM D4434 latest version Standard for Polyvinyl Chloride Sheet Roofing Classification Type II Grade 1 E Membrane shall conform to the requirements of the EnergyStar program as outlined by the Department of Energy DOE and the Environmental Protection Agency EPA for reflectivity Reflective values shall be as follows Solar Reflectance Albedo83 Thermal Emissivity 92 Total Solar Reflectance Index SRI104out of 100 E As manufactured membrane shall have an integral factor applied lacquer coating to sustain reflectivity as well as conform to the following physical properties Color shall be EnergyStar White 2 Thickness shall be 60 mil15mm 2 FLASHING MATERIALS A Wall and Curb Flashing PVC Membrane Flashing Fiberglass Fiberglass reinforced membrane 60 mils thickness adhered to approved substrate using approved adhesive Asphalt Resistant PVC Membrane Asphalt resistant fiberglass reinforced membrane adhered to approved substrate using approved adhesive B Perimeter Edge Flashing PVC Clad Metal PVC coated heat weldable sheet metal capable of being formed into a variety of shapes and profiles Clad metal is a 25 gauge G90 galvanized metal sheet with a 20 mil 1 mm unsupported PVC membrane laminated on one side Miscellaneous Flashing TReremignalteiont Bar Heavyduty extruded aluminum flashing termination reglet used at walls and large curbs reglet is produced from 6063T5010 inch 012 inch 25 mm 30 mm thick extruded aluminum 2 PVC Prefabricated Pipe Flashing Prefabricated vent pipe flashing made from 0048 inch 48 mil12mm thick PVC membrane 3 PVC Prefabricated Corners Prefabricated outside and inside inside flashing corners made of0060 inch 60 mil15 mm thick membrane that are heat welded to membrane or clad metal base lashings HVAC REPLACEMENT PROJECT SINGLE PLY PVC MECHANICALLYATTACHE D ROSEMEAD COMMUNITY RECREATION CENTER 075466 4 Multi Purpose Sealant SikaFlex 1A sealant used at flashing terminations 5 PVC Coverstrip Precut flashing made from PVC polyester reinforced membrane Used to coverstrip attachment bars and attachment discs 23 BARRIER BOARD A Provide siliconized gypsum fire tested hardboard with fiberglassmat facers Densdeck or equal B Provide fire tested homogenous fiber reinforced gypsum roof board Securock or equal 24 ATTACHMENT COMPONENTS A Barrier Board Attachment Plate Used with heavy duty fasteners to attach barrier boards to the roof deck Attachment plate is a 3 inch 75 mm round 26 gauge stamping of SAE 1010 steel with an AZ 55 Galvalume coating B Heavy Duty Fastener No 15 heavyduty corrosion resistant fastener used with approved plates or attachment bar to attach barrier board or membrane to the wood roof deck Heavy duty fasteners have a shank diameter of approximately021 inch 53mm and the thread diameter is approximately026 inch6 mm The driving head has a diameter of approximately0435 inch 11 mm and is 3 Phillips design for positive engagement C Membrane Attachment Plate High strength plate used with heavy duty fasteners to attach the PVC roof membrane directly to the roof deck Plates are a 20 gauge 09mm 35 inch diameter corrosion resistant steel plate 25 WALKWAY PROTECTION A PVC Walk Tread a polyester reinforced0096 inch 96 mil24 mm weldable membrane with surface embossment Used as a protection layer from rooftop traffic Consult Roofing Msanufacturer Product Data Sheet for additional information 26 ACCESSORIES A Aluminum Tape Two 2 inch 50 mm wide pressuresensitive aluminum tape used as a separation layer between small areas of asphalt contamination and the membrane and as a bond breaker under the coverstrip at clad metal joints B Sealing Tape Strip Compressible foam with pressuresensitive adhesive on one side Used with metal flashings as a preventive measure against air and wind blown moisture entry C A high performance sealant tape used with metal lashings as a preventive measure against air and wind blown moisture entry D Membrane Cleaner High quality solvent cleaner used for the general cleaning of residual asphalt scuff marks etc from the membrane surface Membrane cleaner is HVAC REPLACEMENT PROJECT SINGLE PLY PVC MECHANICALLY ATTACHED ROSEMEAD COMMUNITY RECREATION CENTER 075467 also used daily to clean seam areas prior to hotair welding in tear off or dirty conditions or if the membrane is not welded the same day it is unrolled E A heavyduty extruded aluminum flashing termination reglet used at walls and large curbs Produced from 6063T5 010 inch 012 inch 25 mm 30 mm thick extruded aluminum with a 2 inch 57 mm deep profile and is provided in 10 foot 3 m lengths Use prefabricated mitered inside and outside corners where walls intersect A prefabricated vent pipe flashing made from0048 inch 48 mil12 mm thick G Prefabricated outside and inside flashing corners made of0060 inch 60 mil15 mm thick membrane that are heat welded to membrane base flashings 27 SEALANTS A Multi Purpose Sealant for termination details B Depending on substrates the following sealants are options for temporary overnight tieins 1 Type III hot asphalt conforming to ASTM D312 latest revision 2 Multiple layers of roofing cement and felt Comforming to ASTM D4586 3 Mechanical attachment with rigid bars and compressed sealant 28 FASTENERS AND ANCHORS A All fasteners anchors nails straps bars etc shall be post galvanized steel aluminum or stainless steel Mixing metal types and methods of contact shall be assembled in such a manner as to avoid galvanic corrosion Fasteners for attachment of metal to masonry shall be expansion type fasteners with stainless steel pins All concrete fasteners and anchors shall have a minimum embedment of125 inch 32 mm and shall be approved for such use by the fastener manufacturer 3 All wood fasteners and anchors used for flashings shall have a minimum embedment of 1 inch 25 mm and shall be approved for such use by the fastener manufacturer PART 3 EXECUTION 31 PRE CONSTRUCTION CONFERENCE A The Roofing Contractor Owner Representative and Roofing Manufacturer shall attend a preconstruction conference B The meeting shall discuss all aspects of the project including but not limited to 1 Safety 2 Set up 3 Construction schedule 4 Contract conditions 5 Coordination of the work HVAC REPLACEMENT PROJECT SINGLE PLY PVC MECHANICALLYATTACHED ROSEMEAD COMMUNITY RECREATION CENTER 087546 32 SUBSTRATE CONDITION A Roofing Contractor shall be responsible for acceptance or provision of proper substrate to receive new roofing materials B Roofing Contractor shall verify that the work done under related sections meets the following conditions 1 Roof drains andor scuppers have been reconditioned andor replaced and installed properly 2 Roof curbs nailers equipment supports vents and other roof penetrations are properly secured and prepared to receive new roofing materials 3 All surfaces are smooth and free of dirt debris and incompatible materials 4 All roof surfaces shall be free of water 5 Broken delaminated wet or damaged substrate boards shall be removed and replaced 3 SUBSTRATE INSPECTION A A dry clean and smooth substrate shall be prepared to receive the PVC mechanically attached roof system B The Roofing Contractor shall inspect the substrate for defects such as excessive surface roughness contamination structural inadequacy or any other condition that will adversely affect the quality of work C The substrate shall be clean smooth dry free of flaws sharp edges loose granules and foreign material oil and grease Roofing shall not start until all defects have been corrected D All roof surfaces shall be free of water E Broken delaminated wet or damaged substrate boards shall be removed and replaced F PVC membrane shall be applied over compatible and accepted substrates only 34 PREPARATION A Remove all existing roofing base flashing deteriorated wood blocking and metal lashings B Wood Deck Inspect deck for deterioration remove and replace all rotted or deteriorated wood The minimum acceptable deck thickness is 121 inch lumber or 1325 plywood or match existing deck if greater Recess fastener heads into the wood surface C Provide new plywood crickets as required D Identify and remove Obsolete Roof Top EVqueipnmtesntSleepers E Clean excessive contamination from existing penetrations to receive new roofing and allow satisfactory sealing of stack flashings HVAC REPLACEMENT PROJECT SINGLE PLY PVC MECHANICALLYATTACHED ROSEMEAD COMMUNITY RECREATION CENTER 075469 When encapsulating existing walls provide new plywood sheathing where exposed substrate is not suitable to accept roofing membrane G Raise all curbs to a minimum of 8 inches above the new finished roof level Existing vents to remain in place must have at least 6 inches flashing height Consult manufacturer for guidance 35 BARRIER BOARD INSTALLATION A Barrier board shall be installed according to msanufacturer instructions B Barrier board shall be neatly cut to fit around penetrations and projections C Do not install more barrier board than can be covered with PVC membrane by the end of the day or the onset of inclement weather D Mechanical Attachment Barrier board shall be mechanically fastened to the deck with approved fasteners and plates at a rate of six 6 per4x8 board The location of the fasteners and plates shall also cause the barrier boards to rest evenly on the roof sdubestcrakte so that there are no significant and avoidable air spaces between the boards and the substrate Each board shall be installed tightly against the adjacent boards on all sides 2 Fasteners are to be installed consistently in accordance with fastener msanufacturer recommendations Fasteners are to have minimum penetration into structural deck recommended by the fastener manufacturer and Roofing Manufacturer 36 INSTALLATION OF POLYVINYLCH LORI DE PVC MEMBRANE A The surface of the substrate shall be inspected prior to installation of the PVC roof membrane The substrate shall be clean dry free from debris and smooth with no surface roughness or contamination Broken delaminated wet or damaged barrier boards shall be removed and replaced B General PVC membrane is to be attached with fasteners and discs according to the Roofing Manufacturer and Factory Msutual requirements 2 Membrane overlaps shall be shingled with the flow of water where possible 3 Tack welding of PVC membrane for purposes of temporary restraint during installation is not permitted C Perimeter and Corner Areas Over the properly installed and prepared substrate surface PVC halfwidth 39 inches or 1 meter rolls are to be installed parallel with the entire perimeter edge The number of adjacent halfrolls will be determined by building height and width and other conditions according to FM guidelines and Roofing Msanufacture Technical Specifications Fasteners and discs are installed along the edge of the membrane on the fastening line at a spacing of nine 9 inches on center HVAC REPLACEMENT PROJECT SINGLE PLY PVC MECHANICALLY ATTACHED ROSEMEAD COMMUNITY RECREATION CENTER 0754610 2 Perimeter area is defined as the outer boundary of the roof If the roof is broken into different levels each roof area shall be treated as an individual roof with its outer boundary being treated as a perimeter Typically internal expansion joints and firewalls are not considered to be full perimeters Refer to Factory Msutual Data Sheet 1 28 for more information 3 The ridge area is defined as the high point in the roof area formed by two intersecting planes When the sum of the slopes is a minimum of 4 inches in 12 inches 30 degrees each side of the ridge shall be treated as a perimeter area 4 Hotair weld overlaps according to Roofing Msanufacturer requirements Take test cuts at least 3 times per day D Interior Area Over the properly installed and prepared substrate surface PVC fullwidth 78 58 inches or 2 meter rolls are to be installed Fasteners and discs are installed along the edge of the membrane on the fastening line at a spacing of nine 9 inches on center Fasteners shall clamp the PVC membrane tightly tightly to the substrate See Detail Drawings 2 Hotair weld overlaps according to Roofing Msanufacturer recommendations Take test cuts at least 3 times per day E Securement around perimeter and rooftop penetrations Around all perimeters at the base of walls drains curbs vent pipes or any other roof penetrations fasteners and discs shall be installed according to perimeter rate of attachment Fasteners shall be installed according to the msanufacturer instructions Fasteners shall be installed using the fastener msanufacturer recommended torquesensitive fastening tools with depth locators Fasteners shall clamp the PVC membrane tightly to the substrate 2 PVC membrane lashings shall extend 212 inches 63 mm past the discs and be hotair welded to the PVC deck membrane 37 HOTAIR WELDING OF SEAM OVERLAPS A General 1 All seams shall be hotair welded Seam overlaps should be 3 inches 75 mm wide when automatic machine welding and 4 inches 100 mm wide when hand welding except for certain details 2 Welding equipment shall be provided by or approved by the Roofing Manufacturer All mechanics intending to use the equipment shall have successfully completed a training course provided by the Roofing Msanufacturer Technical Representative prior to welding 3 All membrane to be welded shall be clean and dry B Quality Control of Welded Seams The Roofing Contractor shall check all welded seams for continuity using a rounded screwdriver Onsite evaluation of welded seams shall be made daily by the Roofing Contractor to locations as directed by the Owner HVAC REPLACEMENT PROJECT SINGLE PLY PVC MECHANICALLYATTACHED ROSEMEAD COMMUNITY RECREATION CENTER 0754611 Representative or Roofing Manufacturer One inch 25 mm wide cross section samples of welded seams shall be taken at least three times a day Correct welds display failure from shearing of the membrane prior to separation of the weld Each test cut shall be patched by the Roofing Contractor at no extra cost to the Owner 38 MEMBRANE FLASHINGS A All lashings shall be installed concurrently with the roof membrane as the job progresses No temporary lashings shall be allowed Approval shall only be for specific locations on specific dates If any water is allowed to enter under the newly completed roofing the affected area shall be removed and replaced at the Roofing Contractors expense Flashing shall be adhered to compatible dry smooth and solventresistant surfaces Use caution to ensure adhesive fumes are not drawn into the building B Stabond Adhesive for Membrane Flashings Apply Stabond adhesive in smooth even coats with no gaps globs or similar inconsistencies Press the bonded sheet firmly in place with a hand roller Do not apply adhesive in seam areas Apply membrane panels uniformly C Install approved fasteners into the structural deck at the base of parapets walls and curbs according to the manufacturer recommended details D The minimum flashing height is 8 inches above finished roofing level unless otherwise accepted in writing by the Oswner Representative and the roofing manufacturer E All flashing membranes shall be mechanically fastened along the counter flashed top edge with reglet or approved alternate at 68 inches015020 m on center F Flashings shall be terminated according to the manufacturer recommended details G All lashings that exceed 30 inches 075 m in height shall receive additional securement 39 PVC CLAD METAL BASE FLASHINGS AND EDGE METAL A All lashings shall be installed concurrently with the roof membrane as the job progresses No temporary lashings shall be allowed without the prior written approval of the Oswner Representative and Roofing Manufacturer Acceptance shall only be for specific locations locations on specific dates If any water is allowed to enter under the newly completed roofing due to incomplete flashings the affected area shall be removed and replaced at the Roofing Csontractor expense B PVC clad metal flashings shall be formed and installed per the Detail Drawings 1 All metal flashings shall be fastened with two rows of post galvanized flat head annular ring nails 4 inches 100 mm on center staggered Fasteners shall penetrate the wood deck a minimum of 1 inch 25 mm 2 Metal shall be installed to provide adequate resistance to bending and allow for normal thermal expansion and contraction HVAC REPLACEMENT PROJECT SINGLE PLY PVC MECHANICALLY ATTACHED ROSEMEAD COMMUNITY RECREATION CENTER 0754692 C Adjacent sheets of PVC clad shall be spaced 14 inch 6 mm apart The joint shall be covered with 2 inch 50 mm wide aluminum tape A 4 inch minimum 100 mm wide strip of PVC flashing membrane shall be hotair welded over the joint 310 METAL FLASHINGS A Metal details fabrication practices and installation methods shall conform to the applicable requirements of the following Sheet Metal and Air Conditioning Contractors National Association Inc SMACNA latest issue B Metal other than that provided by the Roofing Manufacturer is not covered under the Roofing Msanufacturer warranty C Complete all metal work in conjunction with roofing and flashings so that a watertight condition exists daily D Metal shall be installed to provide adequate resistance to bending to allow for normal thermal expansion and contraction E Metal joints shall be watertight F Metal flashings shall be securely fastened into solid wood blocking Fasteners shall penetrate the wood nailer a minimum of 1 inch 25 mm G Airtight and continuous metal hook strips are required behind metal fascias Hook strips are to be fastened 12 inches03 mon center into the wood nailer or masonry wall H Counter lashings shall overlap base lashings at least 4 inches 100 mm I Hook strips shall extend past wood nailers over wall surfaces by 112inch 38 mm minimums and shall be securely sealed from air entry 311 WALKWAY INSTALLATION A Roofing membrane to receive PVC Walkway Tred shall be clean and dry Apply a continuous coat of adhesive to the deck sheet and the back of Walkway in accordance with the Roofing Msanufacturer technical requirements and press Walkway into place with a water filled foam covered lawn roller Clean the deck membrane in areas to be welded Hotair weld the entire perimeter of the Walkway to the PVC deck sheet Check all welds with a rounded screwdriver Reweld any inconsistencies Check all existing deck membrane seams that are to be covered by Walkway with rounded screwdriver and reweld any inconsistencies before Walkway installation 312 TEMPORARY CUTOFF A Construct all temporary waterstops to provide a 100 watertight seal Maintain the stagger of insulation joints by installing partial panels of insulation Carry the new membrane into the waterstop Seal the waterstop to the deck andor substrate so that water will not be allowed to travel under the new or existing roofing Seal the edge of the membrane in a continuous heavy application of sealant Cut out all contaminated membrane before resuming work HVAC REPLACEMENT PROJECT SINGLE PLY PVC MECHANICALLYATTACHED ROSEMEAD COMMUNITY RECREATION CENTER 0754613 313 COMPLETION A Prior to demobilization from the site the work shall be reviewed by the Owner Representative and the Roofing Manufacturer All defects noted and non compliances with the Specifications or the recommendations of the Roofing Manufacturer shall be itemized in a punch list These items must be corrected immediately by the Roofing Contractor to the satisfaction of the Owner Representative and Roofing Manufacturer prior to demobilization B All Warranties referenced in this Specification shall have been submitted and have been accepted at time of contract award End of Section HVAC REPLACEMENT PROJECT SINGLE PLY PVC MECHANICALLYATTACHED ROSEMEAD COMMUNITY RECREATION CENTER 0754694 SECTION 07600 FLASHING AND SHEET METAL PART GENERAL 1 SUMMARY A Provisions of Division 01 apply to this section B Note If Bid Alternate 1 PVC Roofing is accepted by the City the Flashing Materials as delineated in Specification Section 07546 Single Ply PVC shall take precedent over the Flashing materials described within this Section C The project requirements are to use materials with recycled content D Section Includes 1 Miscellaneous metal flashing and counter flashing as required except where provided under Division 15 or Division 16 2 Coping caps 3 Gravel stops and metal edging 4 Gutters and downspouts 5 Splash pans where downspouts empty onto roofing 6 Conductor heads 7 Drip lashings 8 Sheet metal covering at outside storage units 9 Sheet metal wall coverings 10 Roof pipe lashings 11 Roof expansion joint covers 12 Metal louvers not specified in Division 15 13 Other sheet metal items not necessarily specified herein or in other sections but required to prevent penetration of water into building E Related Sections 1 Section 07546 Single Ply PVC 2 Section 07920 Joint Sealants 4 Division 15 Mechanical 5 Division 16 Electrical HVAC REPLACEMENT PROJECT FLASHING AND SHEET METAL ROSEMEAD COMMUNITY RECREATION CENTER 076001 i9WAIIIIII1IIIIIIIIIIII LTA IkII 1161 A Shop Drawings Submit for fabricated sheet metal indicating shapes details methods of joining anchoring and fastening thicknesses and gages of metals concealed reinforcement expansion joint details sections and profiles B Samples Submit Samples for materials or assemblies as requested C Product Data Submit brochures of manufactured items 13 QUALITY ASSURANCE A Drawings and requirements specified govern Provide the Work of this section in conformance with the Architectural Sheet Metal Manual published by SMACNA for conditions not indicated or specified and for general fabrication of sheet metal items B Materials shall conform to following standards 1 ASTM A 167 Stainless and Heat Resisting Crhomium Nicket Steel Plate Sheet and Strip 2 ASTM A 653 Sheet Steel ZincCoated Galvanized or ZincIron Alloy Coated Galvannealed by the HotDip Process 3 ASTM B 370 Copper Sheet and Strip for Building Construction 4 ASTM B 749 Lead and Lead Alloy Sheet Strip and Plate Products C Pre installation Meetings Refer to Division 7 roofing sections as appropriate Attend the pre installation and inspection meetings for roofing Work 14 DELIVERY STORAGE AND HANDLING A Do not install bent andor otherwise damaged materials PART2 PRODUCTS 21 MATERIALS A Galvanized Sheet Steel ASTM A 653 coating designation G90 hotdip galvanized B Copper Plate Sheet and Strip ASTM B 370 cold rolled tempered Copper sheet and strip shall be cold rolledtemper C Sheet Lead ASTM B 749 Type L50049 or L51121 weighing not less than 4 pounds per square foot D Stainless Steel Plate sheet and strip shall conform to ASTM A 167 Type 304 or Type 316 No 4 finish on exposed surfaces and No 2 finish on concealed surfaces unless otherwise specified or indicated Furnish Type 304 for general applications and Type 316 where exposed to acidic or alkaline conditions E Fastenings HVAC REPLACEMENT PROJECT FLASHING AND SHEET METAL ROSEMEAD COMMUNITY RECREATION CENTER 076002 Galvanized Steel Nails rivets and other fastenings furnished in connection with galvanized sheet steel Work shall be sealed with rust resistive coating Rivets shall be tinned Nails and other fastenings shall be zinc coated Copper Nails rivets and other fastenings furnished in connection with copper sheet metal Work shall be manufactured from hard temper copper or hard brass Stainless Steel Nails rivets and other fastenings furnished in connection with stainless steel Work shall be 300 series alloy to match alloy of stainless steel being fastened Soldering Flux Raw muriatic acid for galvanized steel rosin for tin lead and tinned copper non corrosive soldering salts for uncoated copper and acid type flux formulated for soldering stainless steel G Solder ASTM B 32 Grade 50A Name of product manufacturer and grade designation shall be stamped or cast onto each bar 2 FABRICATION A GeneralAccurately form sheet metal Work to dimensions and shapes indicated and required Cope finish molded and brake metal shapes with with true straight sharp lines and angles and where intersecting each other to a precise fit Unless otherwise specified all galvanized sheet steel shall be 22 gage Exposed edges of sheet metal shall have a 12inch minimum hemmed edge 2 Soldering of sheet steel or copper shall be performed with wellheated copper soldering iron or soldering torch joints full flowing neat and consistent Thoroughly clean materials at joints before soldering and tin coppers before soldering Exposed soldering on finished surfaces shall be scraped smooth Lock seam Work shall be fabricated flat and true to line and soldered along its entire length Acid fluxed Work shall be neutralized after fabrication 3 Form and install sheet metal Work to provide proper allowances for expansion and contraction without causing undue stresses in any part of completed Work Installation shall be water and weathertight B Conductor Heads Fabricate conductor heads and outlets from 22 gage galvanized sheet steel Cover tops of the conductor heads with 22 gage galvanized 14 inch wire mesh soldered securely to separately fabricated frame and mechanically fastened to top conductor head with a minimum of 2 fasteners C Gravel Stops Provide 24 gage galvanized sheet steel gravel stops wherever roof area drops to a lower level at the eaves and rake of roof where roof comes to an abrupt edge and where indicated Stops shall be of height indicated and shall be fabricated with 2 flanges Horizontal flange shall be not less than 4 inches wide and vertical flange shall extend down over vertical surfaces of trim or gutter Gravel stops shall lap 4 inches at ends and corners and shall be fabricated by notching and interlocking vertical face flanges Contact surfaces of lapped flanges including raised areas vertical face and corners shall be completely covered with flashing compound Fabricate lap joints so that they will be in the direction of water flow Where flanges are over 5 inches wide provide 20 gage continuous cleats fastened at 24 inches on center HVAC REPLACEMENT PROJECT FLASHING AND SHEET METAL ROSEMEAD COMMUNITY RECREATION CENTER 076003 D Overflow Outlets Provide galvanized sheet steel overflow outlets at locations and of sizes indicated Outlets shall extend through full thickness of wall in one continuous piece and completely line the opening On outside face of wall top and sides of outlet shall finish 12 inch on surface of wall Bottom of outlet shall project 112inch beyond face of wall and shall be bent down slightly Outlets shall be sealed on the surface of the building On inside face side and bottom flanges shall extend not less than 8 inches beyond edge of opening and not less than 6 inches at top Outlets shall be installed at time roof is being installed E Reglet Type Counterflashing Where roof comes in contact with vertical surfaces provide counterflashing Set top of counterflashing 8 inches above roof deck unless otherwise indicated and extend down at least 5 inches or to top of cant strip Counterflashing and reglet shall be 22 gage galvanized sheet steel Lap counterflashing and reglet 3 inches minimum at splices and miter at angles or supply special metal corner fittings Reglet and method of securing flashing shall be so constructed that flashing is firmly locked in place but may be readily removed for replacement F aPns Provid lashpfor alloudopswtn M Y on O1WeF i Pans shall be galvani7pd qhAptstepi 4 inches by RA49P iRdinated and up 2 vr rva anr u reuucvs G Roof Pipe Flashings Provide welded seam 4 pound lead flashings Field fabricated flashings shall also be welded PART 3 EXECUTION 31 PREPARATION A Concrete and masonry materials in contact with sheet metal shall be painted with alkali resistant coating such as heavybodied bituminous paint Wood in contact with sheet metal shall be painted with 2 coats of aluminum paint or one coat of heavybodied bituminous paint 32 INSTALLATION A General Coordinate with installation of underlayment indicated in the Drawings and specified in Section 09220 B Gutters and Downspouts 1 Anchor gutters to structure with 10 gage steel straps galvanized after fabricating Secure straps with galvanized fasteners at 3 feet on center Drill pilot holes and use 12 x 2 inch pan head screws 2 Install 14 inch galvanized wire mesh continuous cover on gutter where indicated 3 Secure downspouts to walls with 18 inch x 2 inch galvanized steel straps Straps shall be located at top bottom and at not over 10 feet on center Block downspouts out 12 inch from the finish wall surfaces Secure straps to wall framing with 14 inch by 2 inch long galvanized anchors Expansion type anchors shall be provided when anchoring to concrete and masonry Provide toggle bolts for attachment to masonry or plaster At steel columns provide fasteners as indicated Plastic anchors are not permitted HVAC REPLACEMENT PROJECT FLASHING AND SHEET METAL ROSEMEAD COMMUNITY RECREATION CENTER 076004 4 Anchor conductor heads to walls with 14 inch x 212inch galvanized lag screws or14 inch expansion type anchors C Reglets Install reglets at constant height above cant or as indicated Provide minimum 3 inch lap at end splices of reglets Caulk laps solidly D Counterflashing Install at constant horizontal elevation across roof slope and slope at constant height above cant or as indicated 2 Provide minimum 3 inch lap at all end splices of counterflashing E Galvanized sheet steel parapet coping and flashing shall be continuous over top of parapet to form a watertight cap with waterproof seams at approximately 10 feet on center or as indicated Anchor coping to outside of wall with a continuous cleat face nailed at 24 inch centers Coping shall be fastened on inside wall with hex head screws and bonded sealing washers through oversized holes in the back of the coping Corners and angles shall be lapped and soldered do not install joint sealant F Prefabricated Louvers Install plumb and level securely anchor seal watertight to adjoining construction Install screens cranks and blackout plates where required 3 TESTING A Perform field water testing to demonstrate installation is watertight Continue testing with a continuous hose stream applied at base of installation for at least 30 minutes If leaking is observed discontinue test and repair installation then test until satisfactory results are obtained 34 PROTECTION A Protect the Work of this section until Substantial Completion 35 CLEANING A Remove rubbish debris and waste materials and legally dispose of off the Project site End of Section HVAC REPLACEMENT PROJECT FLASHING AND SHEET METAL ROSEMEAD COMMUNITY RECREATION CENTER 076005 SECTION 07140 FLUID APPLIED ROOFING PART GENERAL 0T11d7i1f A Provide labor materials equipment and supervision necessary to install a seamless fully adhered fluid applied roofing over existing roofing as outlined in this specification Note Not intended for use over gravel surfaced roof membranes B The Msanufacturer Application Instructions are considered part of this specification and should be followed at all times 12 QUALITY ASSURANCE A The roofing system shall be applied only by a Contractor authorized by the approved Roofing Manufacturer prior to bid The Contractor shall have a minimum of five 5 years documented experience with the approved Roofing Manufacturer The Owners Representative reserves the right to request a list of completed jobs and references to verify work and performance B The Roofing Manufacturer shall have a minimum of ten 10 years experience in directly producing the specified membrane C The Applicator shall be approved by the Roofing Manufacturer to install the fluid applied roofing system Msanufacturer written verification of applicator approval is required D Requirements of Regulatory Agencies 1 The fluid applied roofing shall be rated Class A Spread of Flame per ASTM E108 when 7419 CA base coat and 70613 Ca series topcoat are used as a system 2 Materials used in the fluid applied roofing system shall meet Federal State and local VOC regulations E There shall be no deviation made form the Project Specification without prior written approval by the Owner F Applicator will use adequate means to make sure the proper gallons are installed to Meet this specification This may include sectioning off the roof into X2222 sections where a full 5 gallon bucket is installed in each section and or having Wet Mil Measuring devises on site Wet mil gauges are required and should be used checking wet mil thickness every 250 sq ft E All work pertaining to the installation of the fluid applied roofing system and flashings shall only be completed by Contractor personnel trained and authorized by the Roofing Manufacturer in those procedures F Verify the roof deck and roof construction is structurally sound provide support for the new roof system G Upon completion of the fluid applied roofing installation an inspection shall be made by Technical Representative of the Roofing Manufacturer to review the installed roof system HVAC REPLACEMENT PROJECT FLUID APPLIED ROOFING ROSEMEAD COMMUNITY RECREATION CENTER 071401 At this time slits will be taken to confirm mils and coating thickness It is the responsibility of the contractor to have an employee and ladder present along with caulking and coating to seal slits Consult Roofing Manufacturer for details 13 SUBMITTALS A At the time of award the Contractor shall submit to the Owner or Representative the following 1 Submit two cured samples of specified system Samples shall be construed as examples of finished color and texture only 2 Latest edition of the roofing system msanufacture specification and installation instructions including applicable detail drawings 3 Submit letter from manufacturer stating applicator is approved to install the specified system 4 Complete list of material physical and mechanical properties for each component including weights and thicknesses ultimate elongation puncture resistance seam peel strength breaking strength tear strength dimensional stability and low temperature bend 5 Evidence that the proposed roof system meets the requirements of the local building code and has been tested and approved or listed by the required test organizations 6 Sample copy of msanufacturer guarantee 7 Sample copy of Csontractor installation warranty 14 PRODUCT DELIVERY STORAGE AND HANDLING A All products delivered to the job site shall be in the original sealed containers clearly marked with ssupplier name brand name and type of material B Recommended material storage temperature is 75F 2830C Handle products to avoid damage to containers Do not store for long periods in direct sunlight C Handle all materials to prevent damage D All flammable materials shall be stored in a cool dry area away from sparks and open flames Follow precautions outlined on containers or supplied by material manufacturersupplier E Remove all damaged materials from the job site Load materials on the rooftop in such a manner to eliminate risk of deck overload due to concentrated weight A Environmental Conditions 1 Do not proceed with application of coating materials when surface temperature temperature is less than 40F4C or if precipitation is imminent HVAC REPLACEMENT PROJECT FLUID APPLIED ROOFING ROSEMEAD COMMUNITY RECREATION CENTER 079402 2 Do not apply material unless surface to receive coating is clean and dry 3 Take all measures necessary to protect unrelated surfaces from coating overspray or spillage 4 All ducts will be removed for access underneath and against walls B All work shall be scheduled and executed without exposing the interior building areas to the effects of inclement weather The existing building and its contents shall be protected against all risks C All new and temporary construction including equipment and accessories shall be secured in such a manner as to preclude wind blowoff and subsequent roof or equipment damage D Arrange work sequence to avoid use of newly constructed roofing as a walking surface or for equipment movement and storage Where such access is absolutely required the Applicator shall provide all necessary protection and barriers to segregate the work area and to prevent damage to adjacent areas A substantial protection layer consisting of plywood over polyester felt shall be provided for all new and existing roof areas which receive rooftop traffic during construction E Prior to and during application all dirt debris and dust shall be removed from surfaces either by vacuuming sweeping blowing with compressed air andor similar methods F The Applicator shall follow all safety regulations as required by OSHA and any other applicable authority having jurisdiction G All roofing lashings and metal work removed during construction shall be immediately taken off site to a legal dumping area authorized to receive such materials Hazardous materials such as materials containing asbestos are to be removed and disposed of in accordance with applicable State and Federal requirements H All new roofing waste material shall be immediately removed from the site by the Applicator and properly transported to a legal dumping area authorized to receive such material I The Applicator shall take precautions that storage andor application of materials andor equipment does not overload the roof deck or building structure J Flammable adhesives shall not be stored and not be used in the vicinity of open flames sparks and excessive heat K All rooftop contamination that is anticipated or that is occurring shall be reported to the Roofing Manufacturer to determine the corrective steps to be taken L Remove all excessive moisture dirt debris and dust M Verify that all roof drain lines are functioning correctly not clogged or blocked before starting work Report any such blockages in writing to the Contractor or Owner as appropriate for corrective action prior to the installation of the new roof system N If any water is allowed to enter under the newly completed roofing the affected area shall be removed allowed to dry and replaced with new materials O Inspect the substrate for defects such as excessive surface roughness contamination HVAC REPLACEMENT PROJECT FLUID APPLIED ROOFING ROSEMEAD COMMUNITY RECREATION CENTER 079403 structural inadequacy or any other condition that will adversely affect the quality of work Stop work if any contamination or unusual or concealed condition is discovered and immediately notify the Contractor of such condition in writing for correction 16 SEQUENCING A Arrange work sequence to avoid use of newly constructed roofing as a walking surface or for equipment movement and storage Where such access is absolutely required provide all necessary protection and barriers to segregate the work area and to prevent damage to adjacent areas Provide a substantial protection layer consisting of plywood over PVC membrane or plywood over insulation board for all roof areas that receive rooftop traffic during construction 17 WARRANTIES B Roofing Msanufacturer Standard ten 10 Year Material and Labor Warranty The Warranties shall be non prorated and contain no exclusion for pondingstanding water and no time limits shall be assigned for any such pondingstanding water The Warranty shall allow the Owner a minimum of one week for oral notification of leakage and a minimum of one month for written notification C Roofing Contractor Installation Five 5Year Warranty The Roofing Contractor shall supply the Owner a separate fiveyear workmanship warranty In the event any work related to roofing flashing or metal is found to be within the Roofing Contractor warranty term defective or otherwise not in accordance with the Contract Documents the Roofing Contractor shall repair that defect at no cost to the Owner The Roofing Csontractor warranty obligation shall run directly to the Owner PART2 PRODUCTS 21 FLUID APPLIED ROOFING A Subject to compliance with specified requirements Fluid Applied Roofing shall be Elasta Gard MBSCCSaol by NEOGARD Division of JONESBLAIR Company 2728 Empire Central Dallas TX 75235 Toll Free 800 321 6588 Fax 214 3577532 ncweoowgmawrd or an or equal product B Fluid Applied Roofing Materials 1 Biodegradable Cleaner 8500 water soluble concentrate 2 Sealant 70991 or other polyurethane sealant approved by Roofing Manufacturer 3 Water Based Epoxy Primer 77801 red tint in color when mixed use over asphalt and cap roofs 4 Reinforcing Fabric TieTex polyester fabric 5 Elastomeric Base Coat 7419 CA series polyurethane coating black 6 Elastomeric Top Coat 70613 CA series polyurethane coating material white C Typical physical properties of cured flu PHYSICAL PROPERTIES I TEST METHOD I BASE COATmaterials used on this project are TOPCOAT Tensile Strength ASTM D412 350 psi 1 1500 psi Elongation ASTM D412 500 360 HVAC REPLACEMENT PROJECT ROSEMEAD COMMUNITY RECREATION CENTER FLUID APPLIED ROOFING 071404 Permanent Set ASTM D412 25 10 Tear Resistance ASTM D1004 100 last 100 ligho Water Resistance ASTM D471 3@7 tlays 3@7 tlays MW @30 mils ASTM E96 16 English 2English Tabor Abrasion ASTM D4060 NA 45 0m0g01c1s17 SAh ASTM D2240 50 55 70 75 Adhesion ASTM D903 5 pit 15 pit Weathering Resistance ASTM 0822 NA Slight Chalk Thermal Shock AmHlterMnaateltl No Loss of Adhesion No Loss of Adhesion ME 27 ACCESSORIES A Miscellaneous materials such as adhesives expansion joints and drains shall be compatible with the fluid applied roofing system and approved by Roofing Manufacturer All materials shall be applied andor installed in accordance with its msanufacturer recommendations SEALANTS A Multi Purpose Sealant for termination details B Depending on substrates the following sealants are options for temporary overnight tie ins 1 Type III hot asphalt conforming to ASTM D312 latest revision 2 Multiple layers of roofing cement and felt Conforming to ASTM D4586 3 Mechanical attachment with rigid bars and compressed sealant PART 3 EXECUTION 31 SUBSTRATE CONDITION A Roofing Contractor shall be responsible for acceptance or provision of proper substrate to receive new roofing materials B Roofing Contractor shall verify that the work done under related sections meets the following conditions 1 Roof drains andor scuppers have been reconditioned andor replaced and installed properly 2 Roof curbs nailers equipment supports vents and other roof penetrations are properly secured and prepared to receive new roofing materials 3 All surfaces are smooth and free of dirt debris and incompatible materials 4 All roof surfaces shall be free of water 5 Verify that all air conditioning and air intake vents are suitably protected or HVAC REPLACEMENT PROJECT FLUID APPLIED ROOFING ROSEMEAD COMMUNITY RECREATION CENTER 071405 closed seal with plastic if possible 6 Verify all critical areas in the vicinity of the application area are suitably protected 1 10191 7tr evil A Protection 1 Keep products away from heat sparks and flames Do not allow the use of spark producing equipment during application and until vapors are gone Post No Smoking signs 2 The overspray andor solvents from spraying fluid applied roofing materials can carry considerable distances and care should be taken to do the following a Post warning signs a minimum of 100 feet from the work area b Mask off or cover all air intakes near the work area to prevent odors from entering occupied areas of the building or structure Charcoal filters may be required c Set up wind breaks when needed d Minimize or exclude all personnel not directly involved with the fluid applied roofing application e Have CO2 or other dry chemical fire extinguishers available at the jobsite f Provide adequate ventilation 3 Protect plants vegetation and animals which might be affected by the fluid fluid applied roofing installation Use drop cloths or masking as required B Surface Preparation 1 All BURMB surfaces whether old or new shall be cleaned using 8500 biodegradable cleaner at the rate of 1 part concentrate to 10 parts water Apply the diluted cleaning solution under low pressure spray at a rate of 150 to 200 square feet per gallon and allow to stand for 15 minutes Do not allow the solution to dry Thoroughly rinse with fresh water under high pressure minimum 2000 psi to remove the cleaning solution from the roof The use of stiff bristle brooms or mechanical scrubbers may be required to remove heavy deposits of dirt or other contaminants from surface Allow roof surface to thoroughly dry Note if extremely hot days this probably wton work as product will evaporate prior to being pressure washed 2 Remove all existing abandoned mechanical equipment deteriorated roofing materials adhesives and foreign materials down to sound substrate Replace these areas with similar materials to match existing roof level The width adhesion andor fastening requirements of the new material must be compatible with the existing roof and meet local codes Seal all edges as described in Section 32 B5 of this guide specification 3 Wet areas shall be removed Replace with similar roofing materials to match existing roof level The width adhesion andor fastening requirements of the new material must be compatible with the existing roof and meet local codes Seal all edges as described in Section 32 B5 of this guide specification 4 Flashings can be repaired using flashing tape or by replacement of compatible flashing material If flashings are damaged beyond repair flashing must be replaced with similar type roofing materials and must be compatible with existing roofing system The membrane should be installed per the msanufacturer written specification to bring the flashings back to a water tight condition 5 Repair all blisters splits fishmouths seams holes and other surface imperfections of the roof and flashing areas with similar roofing materials The width adhesion andor fastening requirements of the new material must be compatible with the existing roof and meet local codes Over the repair apply 7419 CA series elastomeric base coat at a rate of 1 gallon per 100 square feet 100 sfgal minimum Elastomeric base coat shall extend a minimum of 4 inches beyond the edges of the repair HVAC REPLACEMENT PROJECT FLUID APPLIED ROOFING ROSEMEAD COMMUNITY RECREATION CENTER 079406 6 Thoroughly clean all exposed metal surfaces such as pipe sleeves drains boxes ducts etc remove all loose paint rust and asphalt or loose roofing materials of any kind Prime all metal being coated with Ureprime HS4 7 Seal watertight gutters parapet walls and caps Repair any damaged metal Caulk and seal watertight all screws seams skylights joints pipes voids protrusions and any areas where water could enter through the roof 8 Granule surfaced cap sheet will reautre a 1 gallon levelina coat of 7419CA orior 9 Clean and seal all drains watertight 10 Allow roof and other prepared surfaces to dry completely before proceeding with coating application 11 Raise all curbs to a minimum of 8 inches above the new finished roof level Existing vents to remain in place must have at least 6 inches flashing height Consult manufacturer for guidance Kittle 1111114TIWiM9 A Barrier board shall be installed according to msanufacturer instructions B Barrier board shall be neatly cut to fit around penetrations and projections C Do not install more barrier board than can be covered with PVC membrane by the end of the day or the onset of inclement weather D Fluid Applied Roofing 1 Primer As Needed Apply 77801 epoxy primer at the rate of 13 gallon per 100 square feet 300 sfgal to any raw asphalt or granule cap sheet roofing Do not apply epoxy primer over 7419 CA series elastomeric base coat used for detailing in Section3213 of this guide specification If leveling coat or basecoat cannot be applied within 24 hours reprime 2 Base PColoyesatetr Apply 7419 CA series elastomeric coating at a minimum rate of 1 gallon per 100 square feet and immediately roll in polyester fabric Broom polyester fabric to obtain full adhesion of polyester and remove air bubbles Overlap polyester a minimum 3 on side and 6 at end lap After brooming roll an additional 1 gallon of basecoat over polyester fabric to fully lock in polyester To yield an average 24 dry mils excluding polyester in strict accordance with procedures outlined by Roofing Manufacturer and allow to cure 3 Topcoat Apply 70613 CA series elastomeric top coating at a minimum rate of 3 gallons per 100 square feet in 3 coats to yield an average 36 dry mils in strict accordance with procedures outlined by Roofing Manufacturer and allow to cure Application of topcoat shall be in a perpendicular direction to each previous coat Total system elastomeric coating thickness to average 60 dry mils Note Thickness values of cured film are averages and can vary due to finish of surface 34 CLEANING HVAC REPLACEMENT PROJECT FLUID APPLIED ROOFING ROSEMEAD COMMUNITY RECREATION CENTER 071407 A Surfaces not intended to receive the Fluid Applied Roofing system shall be protected during the application of the system Should this protection not be effective or not be provided the respective surfaces shall be restored to their proper conditions by cleaning repairing or replacing All debris from completion of work shall be completely removed from the project site 35 PROTECTION A After completion of application do not allow traffic on coated surfaces for a period of at least 48 hours at 75F and 50RHor until completely cured 36 COMPLETION A Prior to demobilization from the site the work shall be reviewed by the Owner Representative and the Roofing Manufacturer All defects noted and non compliances with the Specifications or the recommendations of the Roofing Manufacturer shall be itemized in a punch list These items must be corrected immediately by the Contractor to the satisfaction of the Owner Representative and Roofing Manufacturer prior to demobilization B All Warranties referenced in this Specification shall have been submitted and have been accepted at time of contract award End of Section HVAC REPLACEMENT PROJECT FLUID APPLIED ROOFING ROSEMEAD COMMUNITY RECREATION CENTER 079408 SECTION 07274 FIRESTOPPING JOINT SEALERS PART GENERAL 1 SUMMARY A Furnish and install firestopping joint sealers where affected by new construction or where new work penetrates fire rated construction 12 SUBMITTALS A Shop Drawings shall be submitted to the Architect for approval and shall include msanufacturer descriptive data typical details installation instructions and the firetest data andor report as appropriate for the time rated construction and location B The fire test data shall include a certification by a nationally recognized testing authority or by other supporting evidence satisfactory to the Architect PART2 PRODUCTS 21 FIRE STOPPING JOINT SEALANTS A Provide msanufacturer standard fire stopping sealant with accessory materials having fire resistance ratings indicated per ASTM E 814 byULInc or other testing and inspecting agency acceptable to authorities having jurisdiction B FoamedInPlace Fire Stopping Sealant Twopart foamedinplace silicone sealant for use in a through penetration firestop system for filling openings around cables conduit pipes and similar penetrations through walls and floors C OnePart Fire Stopping Sealant One part elastomeric sealant formulated for use in a penetration fire stop system for sealing openings around cables conduit pipes and similar penetrations PART 3 EXECUTION 31 INSTALLATION A Provide firestopping sealants in the following locations Duct cable conduit and through timerated partitions or fire walls B Install sealants at locations shown or specified and in accordance with manufacturers written instructions and fire test report End of Section HVAC REPLACEMENT PROJECT FIRESTOPPING JOINT SEALERS ROSEMEAD COMMUNITY RECREATION CENTER 072749 SECTION 06100 ROUGH CARPENTRY PART GENERAL 1 SUMMARY A Provide and install wood framing and finish carpentry as shown on the Drawings and as specified herein Work includes all connectors and related hardware and materials and the following 1 Framing with dimension lumber 2 Rooftop equipment base modification and support curbs 3 Rooftop Duct penetration support curbs 4 Wood blocking cants and nailers 5 Sheathing 6 Plywood backing panels 7 Related framing anchors and connectors B Where additional instructions are required work shall be as directed by the Architect 12 DEFINITIONS A Rough Carpentry Carpentry work not specified in other Sections and not exposed unless otherwise indicated B Exposed Framing Dimension lumber not concealed by other construction C Lumber grading agencies and the abbreviations used to reference them include the following 1 NELMA Northeastern Lumber Manufacturers Association 2 RIS Redwood Inspection Service 3 APA American Plywood Association 4 WCLIB West Coast Lumber Inspection Bureau 5 WWPA Western Wood Products Association 13 SUBMITTALS A 14Data ntPFol and dimensions and rI d t t nad atpp d HVAC REPLACEMENT PROJECT ROUGH CARPENTRY ROSEMEAD COMMUNITY RECREATION CENTER 061001 14 QUALITY ASSURANCE A Inspection Agencies Inspection agencies and the abbreviations used to reference them with lumber grades and species include the following 1 WCLIB West Coast Lumber Inspection Bureau 2 WWPA Western Wood Products Association B Industry Standards 1 Lumber Grading Agency Certified by WCLIB or WWPA as pertinent to product a Do not apply inspection service grade mark on timber shown as exposed in the work and with transparent finish b Submit certificate of grade compliance obtained from grading agency with each shipment 2 Plywood Grading Agency Certified by APA C Regulatory Requirements Conform to Building Code for the City of Oxnard for member and fastener sizes and type of fasteners unless otherwise indicated on Drawings D SingleSource Responsibility for Engineered Wood Products Obtain each type of engi neered wood products from one source from a single manufacturer E Lumber showing visible signs of mold growth 1 Any lumber showing visible signs of mold growth shall be removed from the project site or cleaned as outlined below 2 The contractor is responsible for all costs associated with cleaning post cleaning testing and reporting for lumber with mold a Lumber that shows visible signs of mold growth prior to or after installa tion shall be cleaned pursuant to UsSEPA guidance publication Mold Remediation in Schools and Commercial Buildings dated March 2001 EPA 402K00011 b A minimum of 10 of the total locations cleaned must be sampled tape lift method post cleaning to ensure cleaning effort was successful Cleaning will be considered acceptable when tape lift sample results evaluated by direct microscopic examination determine that the general abundance of mold is non detect or rare normal trapping to 1 C A report prepared by a Certified Industrial Hygienist CIH that details the sampling and cleaning results shall be prepared and submitted to the Owner for review and approval d Cleaned lumber shall not be installed or enclosed by finish materials until approval of test results Cleaned lumber must meet moisture content re quirements as required elsewhere in this specification prior to installation or application of finishes HVAC REPLACEMENT PROJECT ROUGH CARPENTRY ROSEMEAD COMMUNITY RECREATION CENTER 069002 15 DELIVERY STORAGE AND HANDLING A Lumber Delivery and Storage Keep materials under cover and dry Protect against expo sure to weather and contact with damp or wet surfaces 1 Stack lumber as well as plywood and other panels 2 Provide for air circulation within and around stacks and under temporary coverings including polyethylene and similar materials 16 WOOD FRAMING COORDINATION A Coordinate electrical stubups with framing plan Coordinate girders floor joists and stud walls with plumbing HVAC ducts and vents B Supply and coordinate inwall fixture and equipment support such as in wall blocking anchors brackets grounds curbs and other supports C Install plaster grounds as detailed and as per trade association standards D Provide joints and connectors at nonwood construction to allow for shrinkage expansion and other movement of the wood Provide clearances between framing and other construction that may be subject to differential movement E Provide fire protection facilities and all necessary fire protection precautions during construction Install required concealed fireproofing such as under enclosed stairs Provide openings for inspection of concealed work before closing in F Check and verify correctness of each stage of framing before installing subsequent framing Remove all unusable wood scraps from site weekly at minimum and between each phase of framing Call for Architect andor building department inspection before closing up concealed work PART2 PRODUCTS 21 WOOD PRODUCTS IN GENERAL A Lumber DOC PS 20 and applicable rules of lumber grading agencies certified by the American Lumber Standards Committee Board of Review 1 Factory mark each piece of lumber with grade stamp of grading agency 2 For exposed lumber indicated to receive a stained or natural finish mark grade stamp on end or back of each piece 3 Where nominal sizes are indicated provide actual sizes required by DOC PS 20 for moisture content specified Where actual sizes are indicated they are minimum dressed sizes for dry lumber 4 Provide dressed lumber S4S unless otherwise indicated on structural drawings 5 Concealed Lumber provide dry lumber with 19 percent maximum moisture content at time of dressing for 2inch nominal 38mm actual thickness or less unless otherwise indicated HVAC REPLACEMENT PROJECT ROUGH CARPENTRY ROSEMEAD COMMUNITY RECREATION CENTER 061003 6 Exposed Lumber provide dry lumber with 15 percent maximum moisture content at time of dressing for 2inch nominal 38mm actual thickness or less unless otherwise indicated 7 Sill Plates Pressure preservative treated No 1 grade douglas fir 8 Studs No 1 grade unless otherwise indicated on Drawings 9 Structural Framing Posts 4inches thick 4inches and wider No 1 grade douglas fir unless otherwise indicated on Drawings 10 Structural Light Framing Rafters 2 to 4inches thick 2 to 4inches wide No 1 grade douglas fir unless otherwise indicated on Drawings 11 Structural Framing Joists 2 to 4inches thick 5inches and wider No 1 grade douglas fir unless otherwise indicated on Drawings 12 Nonload Bearing and Furring Douglas fir No 1 grade unless otherwise indicated on Drawings 13 Rafters 2 to 4inches thick 2 to 4inches wide No 1 grade douglas fir larch unless otherwise indicated on Drawings 14 Joists 2 to 4inches thick 5inches and wider No 1 grade douglas fir larch unless otherwise indicated on Drawings See miscellaneous miscellaneous framing below for additional requirements at exposed framing 15 Miscellaneous Framing For site structures and other exposed conditions provide No 1 grade douglas firlarch or better selected for appearance At site structures provide light sandblast finish on exposed wood framing 16 Wane Limit wane to 5 percent of members in accordance with WWPA standards Do not locate members with wane at plywood sheathing joints at solid blocking or at double plates 2 WOOD STRUCTURAL PANELS A Plywood Materials General APA PerformanceRated Panels Group 1 Series PS 195 species and thickness as indicated on Drawings and as specified herein B Plywood Panels for Roof Sheathing Douglas fir Structural I APA RATED SHEATHING 1 Exposure Durability Classification Exposure 1 2 Thickness As indicated on the Drawings 3 Edge detail low slope roofs Square if all edges supported on framing or tongue garonovde TGif edges are unsupported Plyclips will not be acceptable 4 Span Rating Not less than 24 or as indicated on the drawings B Plywood Penal fcr 41alRh Dor etFuetural 1 APA RATED SHEATHING HVAC REPLACEMENT PROJECT ROUGH CARPENTRY ROSEMEAD COMMUNITY RECREATION CENTER 069004 3 EdgeI c 4 Span Rating Net IP96 than 24 23 PRESERVATIVE TREATED WOOD PRODUCTS A Wood Treatments General Where used for exposed locations treatment materials shall be types guaranteed to not adversely affect durability and appearance of applied finishes 1 Treatment materials having a highly persistent noticeable residual odor will not be permitted 2 After treatment kiln or air dry lumber and plywood to a moisture content of 19 per cent or less B Preservative Treatment Members Intended for Finishing Waterborne salt preservatives for painted stained or exposed natural wood product AWPB LP2 above ground applica tion and AWPB LP22 ground contact application C Preservative Treatment Members Not Intended for Finishing bOorniel preservatives for any construction except when in contact with salt water AWPB LP33 ground contact ap plication light petroleum solvent 24 FRAMING CONNECTORS A Specified Manufacturer Simpson StrongTie Co Pleasanton CA 451609912 or 8909095099 local representatives Brea CA 7817148373 or 80019995099 B Acceptable Manufacturers Equivalent products of other manufacturers will be considered in accordance with the substitution provision specified Substitutions shall have equivalent values according to current ICCES or LA Research Report and shall be used only with prior approval of Architect based on review by Structural Engineer C Light framing connectors Simpson StrongTie Connectors formed of sheet steel catalog number as indicated on the Drawings and to suit Project conditions D Heavy framing connectors Simpson StrongTie Connectors formed of steel plate or heavy gage steel sheet catalog number as indicated on the Drawings and to suit Project cond tions Provide custom or specialorder framing connectors as necessary to suit Project conditions and as indicated on the Drawings 1 Stock framing connectors Simpson Strong Tie Connectors catalog number as indicated on the Drawings and to suit Project conditions 2 Custom framing connectors Fabricated as indicated on Drawings and as specified in Section 05505 05505 Miscellaneous Metal Fabrications E FinishesLight framing connectors Provide msanufacturer standard galvanized finish Heavy framing connectors exterior Hot dipped galvanized equivalent to ASTM A525 Coating Designation G90 HVAC REPLACEMENT PROJECT ROUGH CARPENTRY ROSEMEAD COMMUNITY RECREATION CENTER 061005 3 Heavy framing connectors interior Plain steel with shop primer paint finish as specified in Section 05505 Miscellaneous Metal Fabrications 4 Custom framing connectors Fabricated as specified in Section 05505 Miscella neous Metal Fabrications At interior and concealed locations provide plain steel with shop primer paint finish At exterior locations provide dhipopetd galvanized finish 25 FASTENERS AND ANCHORS A Fasteners General Size and type as required by California Building Code CBC require ments and as indicated on Drawings Provide geallevacntizreod finish at interior high hu midity locations and exterior locations not directly exposed to weather Provide hotdipped galvanized at exterior locations directly exposed to weather Plain finish may be provided elsewhere B Anchor Bolts ASTM AA33067 or as indicated on Drawings galvanized steel at exterior locationsDo not upset threads on bolts 2 Anchor bolts for holddowns shall be headed C Machine Bolts ASTM A307 hex head and nut full bearing on unthreaded shank length for maximum 112 inch beyond nut with steel washer under head and nut Provide hot dipped galvanized finish at exterior locations D Lag Bolts and Screws Fed Spec FFS588 size as indicated on Drawings E Nails Typical Common wire sizes as indicated on Drawings and as required by the Build ing Codes for the City of Oxnard and applicable reference standard No box nails shall be used 2 Machine applied nailing will be subject to approval as specified on the Drawings and as approved by code authority having jurisdiction Screws Fed Spec FFS85 Fed Spec FFS92 and Fed Spec FFS111 type and grade best suited for the purpose size as indicated on Drawings G Construction Adhesive APA Spec AFG01 H Grout for Sill Plates Type S mortar cement grout in accordance with Building Codes for the City of Oxnard 26 WOOD PRESERVATIVE TREATMENTS A Wood Preservative Treatments General Where lumber or plywood is indicated as pre servativetreated or is specified to be treated comply with applicable requirements of AWPA C2 Lumber and AWPA C9 Plywood Mark each treated item with the Quality Mark Requirements of an inspection agency approved by American Lumber Standards Committee ALSC Board of Review HVAC REPLACEMENT PROJECT ROUGH CARPENTRY ROSEMEAD COMMUNITY RECREATION CENTER 069006 B Wood Members Located Above Ground Pressuretreat above ground items with water borne preservatives to a minimum retention of025 pcf After treatment kiln dry lumber and plywood to a maximum moisture content of respectively 19 percent and 15 percent Treat indicated items and the following Wood cants nailers curbs equipment support bases blocking stripping and sirni lar members related to roofing flashing vapor barriers and waterproofing 2 Wood sills sleepers blocking furring stripping and similar concealed members in contact with masonry or concrete 3 Wood floor plates installed over concrete slabs directly in contact with ground C Wood Members Located in Contact with Ground Pressuretreat wood members in contact with ground or fresh water with waterborne preservatives to a minimum retention of040 pcf Coordination with Fabrication Complete fabrication of treated items prior to treatment where possible If cut after treatment coat cut surfaces in compliance with AWPA M4 Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces 27 FIRE RETARDANT PROTECTION A Wood and plywood specified as fire retardant protected wood shall be treated by approved methods and materials and shall be dried following treatment to a maximum moisture content as follows Solid sawn lumber 2 inches in thickness or less 19 percent 2 Plywood 15 percent 28 PLYWOOD BACKING PANELS A Telephone and Electrical Equipment Backing Panels DOC PS 1 Exposure 1 CD Plugged fire retardant treated in thickness indicated or if not indicated not less than 12 inch 172 mm thick 29 MISCELLANEOUS MATERIALS A Building Paper Asphaltsaturated organic felt complying with ASTM D 226 Type I No 15 asphalt felt unperforated B Building Wrap Air retarder sheeting made from polyolefins cross laminated films woven strands or spunbonded fibers coated or uncoated with or without perforations and complying with ASTM E 1677 Type I 1 Thickness Not less than 3 mils008 mm 2 Permeance Not less than 10 perms 575 ngPa x s x sq m 3 FlameSpread Index 25 or less per ASTM E 84 4 Allowable Exposure Time Not less than three months C Building Wrap Tape Pressure sensitive plastic tape recommended by building wrap manufacturer for sealing joints and penetrations in building wrap HVAC REPLACEMENT PROJECT ROUGH CARPENTRY ROSEMEAD COMMUNITY RECREATION CENTER 061007 D Sheathing Tape Pressure sensitive plastic tape for sealing joints and penetrations in sheathing and recommended by sheathing manufacturer for use with type of sheathing required E Sill Sealer Gaskets Glassfiber resilient insulation fabricated in strip form for use as a sill sealer 1 inch 25mm nominal thickness compressible to 132 inch 08mm selected from msanufacturer standard widths to suit width of sill members indicated F Sill Sealer Gaskets Closed cell neoprene foam 14 inch 64 mm thick selected from msanufacturer standard widths to suit width of sill members indicated G Adhesives for Field Gluing Panels to Framing Formulation complying with APA AFG01 that is approved for use with type of construction panel indicated by both adhesive and panel manufacturers H Water Repellent Preservative NWWDAtested and accepted formulation containing 3 i2odopropynyl butyl carbamate combined with an insecticide containing chloropyrifos as its active ingredient PART 3 EXECUTION 31 INSTALLATION GENERAL A Set rough carpentry to required levels and lines with members plumb true to line cut and fitted Fit rough carpentry to other construction scribe and cope as needed for accurate fit Locate nailers blocking and similar supports to comply with requirements for attaching other construction B Do not use materials with defects that impair quality of rough carpentry or pieces that are too small to use with minimum number of joints or optimum joint arrangement C Securely attach rough carpentry work to substrate by anchoring and fastening as indicated complying with the following 1 Published requirements of metal framing anchor manufacturer 2 Table 23IIB1 Nailing Schedule and Table 23IIB2 Wood Structural Panel Roof Sheathing Nailing Schedule in the Uniform Building Code D Use common wire nails unless otherwise indicated Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials Make tight connections between members Install fasteners without splitting wood predrill as required E Use finishing nails for exposed work unless otherwise indicated Countersink nail heads and fill holes with wood filler 32 WOOD BLOCKING AND NAILER INSTALLATION A Install where indicated and where required for attaching other work Form to shapes indicated and cut as required for true line and level of attached work Coordinate locations with other work involved B Attach items to substrates to support applied loading Recess bolts and nuts flush with surfaces unless otherwise indicated HVAC REPLACEMENT PROJECT ROUGH CARPENTRY ROSEMEAD COMMUNITY RECREATION CENTER 061008 3 WOOD FRAMING INSTALLATION GENERAL A Framing Standard Comply with AsFPA Manual for Wood Frame Construction unless otherwise indicated B Do not splice structural members between supports C Where builtup beams or girders of 2inch nominal 38mm actual dimension lumber on edge are required fasten together with 2 rows of 20d 100mm nails spaced not less than 32 inches 812 mmoc Locate one row near top edge and other near bottom edge 34 WALL AND PARTITION FRAMING INSTALLATION 35 CEILING JOIST AND RAFTER FRAMING INSTALLATION A Ceiling Joists Install ceiling joists with crown edge up and complying with requirements specified above for floor joists Face nail to ends of parallel rafters 1 Where ceiling joists are at right angles to rafters provide additional short joists parallel to rafters from wall plate to first joist nail to ends of rafters and to top plate and nail to first joist or anchor with framing anchors or metal straps Provide 1 by8inch nominal 19by184mm actual size or 2by4inch HVAC REPLACEMENT PROJECT ROUGH CARPENTRY ROSEMEAD COMMUNITY RECREATION CENTER 069009 nominal 38by89mm actual size stringers spaced 48 inches 1200 mm oc crosswise over main ceiling joists B Rafters Notch to fit exterior wall plates and toe nail or use metal framing anchors Double rafters to form headers and trimmers at openings in roof framing if any and support with metal hangers Where rafters abut at ridge place directly opposite each other and nail to ridge member or use metal ridge hangers At valleys provide double valley rafters of size indicated or if not indicated of same thickness as regular rafters and 2 inches 50 mm deeper Bevel ends of jack rafters for full bearing against valley rafters 2 At hips provide hip rafter of size indicated or if not indicated of same thickness as regular rafters and 2 inches 50 mm deeper Bevel ends of jack rafters for full bearing against hip rafter C Provide collar beams ties as indicated or if not indicated provide 1 by6inch nominal 1b9y140mm actual size boards between every third pair of rafters but not more than 48 inches 1219 mm oc Locate below ridge member at third point of rafter span Cut ends to fit roof slope and nail to rafters D Provide special framing as indicated for eaves overhangs dormers and similar conditions if any 36 WOOD STRUCTURAL PANEL INSTALLATION A General Comply with applicable recommendations contained in APA Form No E30K APA DesignConstruction Guide Residential Commercial for types of structural use panels and applications indicated 1 Comply with Code Plus provisions in above referenced guide B Fastening Methods Fasten panels as indicated below 1 Combination Subfloor Underlayment a Glue and nail to wood framing b Space panels 18 inch 3 mm apart at edges and ends 2 Subflooring a Glue and nail to wood framing b Space panels 18 inch 3 mm apart at edges and ends 3 Sheathing a Nail to wood framing b Space panels 118 inch 3 mm apart at edges and ends 4 Underlayment a Nail to subflooring HVAC REPLACEMENT PROJECT ROUGH CARPENTRY ROSEMEAD COMMUNITY RECREATION CENTER 0610010 b Space panels132 inch 08mm apart at edges and ends G Fill and sand edge joints of underlayment receiving resilient flooring just before installing flooring 5 Plywood Backing Panels Nail or screw to supports 37 BUILDING PAPER APPLICATION A Apply building paper horizontally with 2inch 50mm overlap and 6inch 150mm end lap fasten to sheathing with galvanized staples or roofing nails Cover upstanding flashing with 4inch 102mm overlap 38 BUILDING WRAP APPLICATION A Cover wall sheathing with building wrap as indicated 1 Comply with msanufacturer written instructions 2 Cover upstanding flashing with 4inch 102mm overlap 3 Seal seams edges and penetrations with tape 4 Extend into jambs of openings and seal corners with tape 310 SHEATHING TAPE APPLICATION A Apply sheathing tape to joints between sheathing panels and at items penetrating sheathing Apply at upstanding flashing to overlap both flashing and sheathing End of Section HUAC REPLACEMENT PROJECT ROUGH CARPENTRY ROSEMEAD COMMUNITY RECREATION CENTER 0610011 SECTION 16480 MOTOR CONTROL PART 1 GENERAL 1 SUMMARY A Section Includes 1 Manual motor starters 2 Magnetic motor starters 3 Combination magnetic motor starters 12 RELATED ITEMS A Section 01600 Materials and Equipment General requirements for Owner supplied equipment B Section 15781 Packaged Rooftop Air Conditioning C Section 15782 Packaged Split Air Conditioning System D Section 15850 Air Handling E Section 16110 Conduit F Section 16180 Electrical Connections for Equipment G Section 16190 Supporting Devices H Section 16195 Electrical Identification I Section 16440 Disconnect Switches 13 REFERENCES A UL 198E Class R Fuses B NEMA ICS6 Enclosures for Industrial Controls and Systems C NEMA ICS 2 Industrial Control Devices Controllers and Assemblies D NEMA KS1 Enclosed Switches E NEMA PB 1 Instructions for Safe Installation Operation and Maintenance of Panelboards Rated 600 Volts or less 14 SUBMITTALS A Submit shop drawings and product data under provisions of Section 01300 Submittals B Provide product data on motor starters and combination motor starters relays pilot devices and switching and over current protective devices C Submit manufacturers instructions under provisions of Section 01300 Submittals D Submit operation and maintenance data under provisions of Section 01700 HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY MOTOR CONTROL RECREATION CENTER 164801 E Include spare parts data listing source and current prices of replacement parts and B Full Voltage Starting Non reversing type C Coil Operating Voltage 120 volts 60 Hertz D Size NEMA ICS 2 size as shown on Drawings E Control Transformer Integral with starter providing 120 volt control power F Overload Relay NEMA ICS 2 bimetal G Control Device Hand OffAuto selector switch spring return to OFF from hand position If indicated provide ONOFF push button mounted in cover H Indicator Lights Red jewel pilot light on cover illuminated while motor is running I Enclosure NEMA ICS 6 Type 1 for interior use and Type 3R where subject to moisture or on building exterior J Combination Motor Starters Combine motor starters with fusible switch disconnect in common enclosure HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY MOTOR CONTROL RECREATION CENTER 964802 supplies and recommended maintenance procedures and intervals 15 DELIVERY STORAGE AND HANDLING A Store and protect products under provisions of Section 01600 Materials and Equipment B Store in a clean dry space Maintain factory wrapping or provide an additional heavy canvas or heavy plastic cover to protect units from dirt water construction debris and traffic PART 2 PRODUCTS 21 ACCEPTABLE MANUFACTURERS MOTOR STARTERS A Allen Bradley B General Electric C Square D D CutlerHammer E Substitutions Under provisions of Section 01600 2 MANUAL MOTOR STARTERS A Fractional Horsepower Manual Starter NEMA ICS 2 AC general purpose Class A manually operated 1 or 2 pole full voltage controller for fractional horsepower induction motors with thermal overload unit red pilot light and toggle operator B Enclosure NEMA ICS 6 Type 1B 23 MAGNETIC MOTOR STARTERS A Magnetic Motor Starters NEMA ICS 2 AC general purpose Class A magnetic controller for induction motors rated in horsepower K 24 FUSES ABC Auxiliary Contacts NEMA ICS 2 two field convertible contacts in addition to seal in contact Acceptable Manufacturers 1 Bussmann 2 Gould Shawmutt 3 Littelfuse Fuses UL 198E Class RK5 dual element current limiting time delay onetime fuse 600 volt or 250 volt as indicated on the Drawings Interrupting Rating 0200 RMS amperes PART 3 EXECUTION 31 INSTALLATION A Refer to motor and equipment schedule on Drawings for items requiring motor control equipment B Install motor control equipment in accordance with msanufacturer instructions C Install fuses in fusible switches D Select and install heater elements in motor starters to match installed motor characteristics E Motor Data Provide neatly typed label inside each motor starter enclosure door identifying motor served nameplate horsepower full load amperes code letter service factor and voltagephase rating F Provide nameplate on each starter indicating motor served END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY MOTOR CONTROL RECREATION CENTER 1 64803SECTION 16485 CONTACTORS PART 1 GENERAL 1 SUMMARY A Section Includes 1 General purpose contactors 2 IEC contactors for HVAC control 3 Enclosures 4 Installation of Owner supplied cabinet mounted contactors 12 RELATED ITEMS A Section 16180 Electrical Connections for Equipment B Section 16190 Supporting Devices C Section 16195 Electrical Identification D Section 16470 Panelboards 13 REFERENCES A ANSINFPA 70 National Electrical Code B NEMA ICS 6 Enclosures for Industrial Controls and Systems C NEMA ICS 2 Industrial Control Devices Controllers and Assemblies 14 DESCRIPTION OF WORK A Contactors shall be furnished as part of the work Section 16470 Panelboards or part of EMS vendor 15 SUBMITTALS A Submit product data under provisions of Section 01300 Submittals 1 Include outline drawings with dimensions and equipment ratings for voltage capacity and poles B Submit msanufacturer instructions under provisions of Section 01300 Submittals PART 2 PRODUCTS 21 ACCEPTABLE MANUFACTURERS CONTACTORS A Automatic Switch Company ASCO B CutlerHammer C Square D Company HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY CONTACTORS RECREATION CENTER 164851 2 GENERAL PURPOSE CONTACTORS A Contactors NEMA ICS 2 ac general purpose magnetic 1 Mechanically held 2 3 wire control B Coil Operating Voltage 120 volts 60 Hertz C Contacts Totally enclosed double break silvercadmium oxide power contacts 1 3 pole 600 volts 60 Hertz 2 Size as indicated on Drawings D Wiring Straight through wiring with terminals clearly marked 1 Provide solderless pressure wire terminals E Enclosure NEMA ICS 6 Type 1 PART 3 EXECUTION 31 INSTALLATION A Install Oswner contactor cabinets in accordance with msanufacturer instructions where shown on drawings Make 120 volt control connections and connect from load controlled such as light fixtures to load side of individual contactors and from branch circuit breakers to line side of individual contactor B Provide 120 volt control circuit to control coil of contactors for contactors in panelboards C Provide 3 wire 120 volt connection between owner provided contactor cabinet control terminal blocks and panelboard contactor latch unlatch and common terminals 32 CONTACTOR SCHEDULE A The contactors shall control every single lighting circuit in the station END OF SECTION HVAC REPLACEMENT FOR ROSEMEAD COMMUNITY CONTACTORS RECREATION CENTER 164852 SECTION 02050 DEMOLITION PART GENERAL 1 SUMMARY A Carefully demolish all existing structures and improvements indicated or noted on the Contract Drawings to be demolished and remove them from the premises B Related Work Sections Documents affecting work of this Section include but are necessarily limited to the GENERAL CONDITIONS and Sections in GENERAL REQUIREMENTS of DIVISION 1 of these Specifications 2 Asbestos Lead Paint Abatement Work in Contract Appendix Part D Part E 12 QUALITY ASSURANCE A Labor Use adequate numbers of skilled laborers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section B Codes and Regulations Comply with all applicable Government Codes and Regulations especially meeting safety standards and regulations of CALOSHA Provide additional measures added materials and devices as may be needed as directed by the Owner or the Consultant at no no added cost to the Owner 13 MISCELLANEOUS GENERAL REQUIREMENTS A General Comply with the following as specified in the General Conditions and Division 1 1 Erection and maintenance of protections 2 Dust Control 3 Repair of Damages 4 Cleaning and removal of rubbish and debris HVAC REPLACEMENT PROJECT DEMOLITION ROSEMEAD COMMUNITY RECREATION CENTER 012050 C Protection of Site Improvements As required by approved methods as and as authorized by the Oswner Representative or the Consultant as follows as applicable Protect all existing improvements that are to remain inplace Remove all protections when work is completed and when authorized by the Oswner Representative or the Consultant D Repair of Damage The Contractor shall repair any damage to existing improvements that may have been caused by his or her operations outside the scope of work of this Section at no cost to the Owner 2 Methods Repair or replace existing damaged improvements with new materials as necessary for restoration of damaged areas or surfaces to a condition equal to and matching that existing prior to damage occurrence to the full satisfaction and approval of the Owner or its authorized representative E Scheduling of Work Operations Submit demolition and removal schedule and procedures to the Oswner Representative or the Consultant within 15 days after date of Owner Contractor Agreement F Non Interference Conduct demolition and removal operations in a manner to minimize interference with Oswner operations in adjacent areas Maintain protected egress and access at all times during Contracted Work operations G Control the generation of dust by wetting down materials that are susceptible to the production of particulate matter Use an approved dust palliative where appropriate H Traffic Obstruction Do not close obstruct or store material or equipment in street sidewalks alleys or passageways in accordance with the requirements of the Regulatory Agencies having jurisdictions and Section 0700 General Conditions and 0800 Supplemental Conditions 14 WORK PLAN A Submit a demolition wGFI PIaR to the Oswneic Representative in nrmoi with spstion HVAC REPLACEMENT PROJECT DEMOLITION ROSEMEAD COMMUNITY RECREATION CENTER 022050 PART 2 PRODUCTS NOT APPLICABLE PART 3 EXECUTION 31 SITE CONDITIONS A Examine the Jobsite areas and conditions under which work of this Section will be performed B Correct conditions detrimental to timely and proper completion of Contracted Work as directed by the Oswner Representative or the Consultant Do not proceed with Contracted Work until detrimental conditions have been corrected 32 DEMOLITION A Prior to start of demolition operations carefully study the Contract Drawings and these Specifications In the company of the Oswner Representative Owner authorized representative or the Consultant visit the job site as necessary to further verify the extent of the work to be performed under this Contract B Discovery of Hazardous Substances Conform to provisions of the GENERAL CONDITIONS and Asbestos Lead Paint Abatement Work in Contract Appendix Part D PartE C Coordination Fully coordinate work of this Section with other Contracted Work operations so as not to interfere with Owner operations on the jobsite 3 REPLACEMENTS A In the event of demolition of items not so scheduled to be demolished or removed promptly replace such items to the approval of the Oswner Representative authorized representative or Consultant at no added cost to the Owner 34 CLEANUP AND DISPOSAL Comply with applicable requirements of agencies having jurisdiction Refer to Section 01505 PROJECT WASTE MANAGEMENT A 35 REMOVAL A Unless otherwise specified all materials removed shall become the property of Contractor and shall be removed completely away from the Project site Refer to Section 01505 PROJECT WASTE MANAGEMENT 191110Fit A The use of burning at the project site for the disposal of refuse and debris will not be permitted 37 USE OF EXPLOSIVES A Use of explosives will not be permitted HVAC REPLACEMENT PROJECT DEMOLITION ROSEMEAD COMMUNITY RECREATION CENTER 032050 38 PROTECTION OF TREES A Trees within the project site which might be damaged during demolition and which are indicated to be left in place shall be protected by a 6foot high chain link fence The fence shall be securely erected a minimum of 5 feet from the trunk of individual trees or follow the outer perimeter of branches or clumps of trees B All trees that are to remain that are damaged during the work under this contract shall be replaced in kind or as approved by the Owner authorized representative END OF SECTION HVAC REPLACEMENT PROJECT DEMOLITION ROSEMEAD COMMUNITY RECREATION CENTER 042050 SECTION 01789 PROJECT RECORD DOCUMENTS PART GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 SECTION INCLUDES A Requirements for Project record documents to be submitted for Contract closeout 13 RELATED SECTIONS A Section 01330 Submittals Procedures General requirements for submission for shop drawings product data samples and quality control reports 14 PROJECT RECORD DOCUMENTS A Project Record Documents General Do not use record documents for construction purposes protect from deterioration and loss in a secure fireresistive location provide access to record documents for the Csity Representative and the Asrchitect reference during normal working hours B Record Drawings Record information continuously as Work progresses Do not conceal Work permanently until all required information is recorded 1 Maintain a clean undamaged set of blue or black line white prints of Contract Drawings and Shop Drawings Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown Mark whichever drawing is most capable of showing conditions fully and accurately 2 Where Shop Drawings are used record a crossreference at the corresponding location on the Contract Drawings Give particular attention to concealed elements that would be difficult to measure and record at a later date 3 Legibly and to scale mark record sets with red erasable pencil Use other colors to distinguish between variations in separate categories of the work 4 Mark new information that is important to the City but was not shown on Contract Drawings or Shop Drawings Record actual construction including a Measured depths of foundations and footin F1IGOUF9FteFed measured relatinn t finish First Floor r41 b nnefnedr t enprmatnegimprovem NVAC REPLACEMENT PROJECT PROJECT RECORD DOCUMENTS ROSEMEAD COMMUNITY RECREATION CENTER 017891 C Field changes of dimension and detail d Details not on original Contract Drawings Application of copies of details produced and provided by Architect during construction will be accepted e Permanent Room names and Room numbers 5 Note related Change Order numbers where applicable 6 Organize record drawing sheets into manageable sets bind with durable paper cover sheets and print suitable titles dates and other identification on the cover of each set 7 Store Record Documents separate from documents used for construction C Record Specifications Record changes made by Addenda and Change Orders In PART 2 PRODUCTS in each Section legibly mark and record in red ink actual Products installed or used including 1 Msanufacturer name and product model or catalog number 2 Product substitutions or alternates utilized D Submission Project Record Documents shall be kept current and will be reviewed for completeness by architect inspector and Csity Representative as condition for certification of each Progress Payment Application 2 Submit marked record documents to Csity Representative prior to final Application for Payment for approval and further processing PART PRODUCTS Not Applicable to this Section PART 3 EXECUTION Not Applicable to this Section END OF SECTION HVAC REPLACEMENT PROJECT PROJECT RECORD DOCUMENTS ROSEMEAD COMMUNITY RECREATION CENTER 017892 SECTION 01785 PRODUCT WARRANTIES AND BONDS PART GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 SECTION INCLUDES A General administrative and procedural requirements for preparation and submission of warranties and bonds required by the Contract Documents including msanufacturer standard warranties on products and special Project warranties Refer to the Contract General Conditions for terms of Csontractor special warranty of workmanship and materials 13 RELATED DOCUMENTS AND SECTIONS A Section 01330 Submittals Procedures General administrative requirements for submittals applicable to warranties and bonds B Section 01770 Contract Closeout Procedures General requirements for closeout of the Contract C Section 01783 Operation and Maintenance Data Operating and maintenance data binders to include copies of warranties and bonds D Product Specifications Sections in Divisions 2 through 16 Special Project warranty requirements for specific products or elements of the Work commitments and agreements for continuing services to City 14 DEFINITIONS A Warranty Assurance to City by Contractor installer supplier manufacturer or other party responsible as warrantor for the quantity quality performance and other representations of a product system service of the Work in whole or in part for the duration of the specified period of time B Guaranty Assurance to City by Contractor or product manufacturer or other specified party as guarantor that the specified warranty will be fulfilled by the guarantor in the event of default by the warrantor C Standard Product Warranty Preprinted written warranty published by product manufacturer for particular products and specifically endorsed by the manufacturer to the City HVAC REPLACEMENT PROJECT PRODUCT WARRANTIES AND BONDS ROSEMEAD COMMUNITY RECREATION CENTER 017851 D Special Project Warranty Written warranty required by or incorporated into Contract Documents to extend time limits provided by standard warranty or to provide greater rights for City E Guaranty Period As defined in the Contract General Conditions guaranty period shall be synonymous with warranty period correction period and similar terms used in the Contract Specifications 15 WARRANTIES AND GUARANTIES A Warranties and Guaranties General Provide all warranties and guaranties with City named as beneficiary For equipment and products or components thereof bearing a msanufacturer warranty or guaranty that extends for a period of time beyond the Csontractor warranty and guaranty so state in the warranty or guaranty B Provisions for Special Warranties Refer to Contract General Conditions for terms of the Csontractor special warranty of workmanship and materials C General Warranty and Guaranty Requirements Warranty shall be an agreement to repair or replace without cost and undue hardship to City Work performed performed under the Contract which is found to be defective during the guaranty period warranty or guaranty period Repairs and replacements due to improper maintenance or operation or due to normal wear usage and weathering are excluded from warranty requirements unless otherwise specified D Specific Warranty and Guaranty Requirements Specific requirements are included in product Specifications Sections of Divisions 2 through 16 including content and limitations E Disclaimers and Limitations Msanufacturer disclaimers and limitations on product warranties and guaranties shall not relieve Contractor of responsibility for warranty and guaranty requirements for the Work that incorporates such products nor shall they relieve suppliers manufacturers and installers required to countersign special warranties with Contractor F Related Damages and Losses When correcting warranted Work that has been found defective remove and replace other Work that has been damaged as a result of such defect or that must be removed and replaced to provide access for correction of warranted Work G Reinstatement of Warranty When Work covered by a warranty has been found defective and has been corrected by replacement or rebuilding reinstate the warranty by written endorsement The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation Replacement Cost Upon determination that Work covered by a warranty has been found to be defective replace or reconstruct the Work to a condition acceptable to Csity Representative complying with applicable requirements of the Contract Documents Contractor shall be responsible for all costs for replacing or reconstructing defective Work regardless of whether City has benefited from use of the Work through a portion of its anticipated useful service life Csity Recourse Written warranties made to City shall be in addition to implied warranties and shall not limit the duties obligations rights and remedies otherwise available under law nor shall warranty periods periods be interpreted as limitations on time in which City can HVAC REPLACEMENT PROJECT PRODUCT WARRANTIES AND BONDS ROSEMEAD COMMUNITY RECREATION CENTER 017852 enforce such other duties obligations rights or remedies Rejection of Warranties City reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Contract Documents J Warranty as Condition of Acceptance City reserves the right to refuse to accept Work for the Project where a special warranty certification or similar commitment shall be required on such Work or part of the Work until evidence is presented that entities required to countersign such commitments are willing to do so 16 PREPARATION OF WARRANTY AND BOND SUBMITTALS A Project Warranty and Guaranty Forms Forms for special Project warranties and guaranties are included at the end of this Section Prepare written documents utilizing the appropriate form ready for execution by the Contractor or the Contractor and subcontractor supplier or manufacturer Submit a draft to Csity Representative for approval prior to final execution Refer to product Specifications Sections of Divisions 2 2 through 16 for specific content requirements and particular requirements for submittal of special warranties 2 Prepare standard warranties and guaranties excepting manufacturers standard printed warranties and guaranties on Csontractor ssubcontractor material ssupplier or msanufacturer own letterhead addressed to City as directed by Csity Representative 3 Warranty and guaranty letters shall be signed by all responsible parties and by Contractor in every case with modifications only as approved in advance by Csity Representative to suit the conditions pertaining to the warranty or guaranty B Msanufacturer Guaranty Form Msanufacturer guaranty form may be used instead of special Project form included at the end of this Section Msanufacturer guaranty form shall contain appropriate terms and identification ready for execution by the required parties 1 if proposed terms and conditions restrict guaranty coverage or require actions by City beyond those specified submit draft of guaranty to Csity Representative for review and acceptance before performance of the Work 2 In other cases submit draft of guaranty to Csity Representative for approval prior to final execution of guaranty C Signatures Signatures shall be by person authorized to sign warranties guaranties and bonds on behalf of entity providing such warranty guaranty or bond D CoSignature All isnstaller warranties and bonds shall be scignoed by Contractor Msanufacturer guaranties will not require scignaoture 17 FORM OF WARRANTY AND BOND SUBMITTALS A Form of Warranty and Bond Submittals Prior to final Application and Certificate for Payment collect and assemble all written warranties and guaranties into binders and deliver binders to City as directed by Csity Representative for final review and acceptance HVAC REPLACEMENT PROJECT PRODUCT WARRANTIES AND BONDS ROSEMEAD COMMUNITY RECREATION CENTER 017853 1 Prior to submission verify that documents are in proper form and contain all required information and are properly signed by Contractor subcontractor supplier and manufacturer as applicable 2 Organize warranty and guaranty documents into an orderly sequence based on the Table of Contents of the Project Manual 3 Include Table of Contents for binder neatly typed following order and Section numbers and titles as used in the Project Manual 4 Bind warranties guaranties and bonds in heavyduty commercial quality durable 3ring vinyl covered looseleaf binders thickness as necessary to accommodate contents with clear front and spine to receive inserts and sized to receive812 inch by 11 inch paper 5 Provide heavy paper dividers with celluloid or plastic covered tabs for each separate warranty Mark tabs to identify products or installation and Section number and title 6 Include on separate typed sheet if information is not contained in warranty or guaranty form a description of the product or installation and the name address telephone number and responsible person for applicable installer supplier and manufacturer 7 Identify each binder on front and spine with typed or printed inserts with title WARRANTIES AND BONDS the Project title or name and the name of the Contractor If more than one volume of warranties guaranties and bonds is produced identify volume number on binder 8 When operating and maintenance data manuals are required for warranted construction include additional copies of each required warranty and guaranty in each required manual Coordinate with requirements specified in Section 01783 Operation and Maintenance Data 18 TIME OF WARRANTY AND BOND SUBMITTALS A Submission of Preliminary Copies Unless otherwise specified obtain preliminary copies of warranties guaranties and bonds within ten days of completion of applicable item or Work Prepare and submit preliminary copies for review as specified herein B Submission of Final Copies Submit fully executed copies of warranties guaranties and bonds within ten days of date identified in Notice of Completion but no later than three days prior to date of final Application for Payment C Date of Warranties and Bonds Unless otherwise directed or specified commencement date of warranty guaranty and bond periods shall be the date established in the Notice of Completion Warranties for Work accepted in advance of date stated in Notice of Completion When a designated system equipment component parts or other portion of the Work is completed and occupied or put to beneficial use by Csity Representative by separate agreement with Contractor prior to completion date established in the Notice of Completion submit properly executed warranties to City as directed by HVAC REPLACEMENT PROJECT PRODUCT WARRANTIES AND BONDS ROSEMEAD COMMUNITY RECREATION CENTER 017854 Csity Representative within ten days of completion of that designated portion of the Work List date of commencement of warranty guaranty or bond period as the date established in the Notice of Completion Warranties for Work not accepted as of date established in the Notice of Completion Submit documents within ten days after acceptance listing date of acceptance as beginning of warranty guaranty or bond period D Duration of Warranties and Guaranties Unless otherwise specified or prescribed by law warranty and guaranty periods shall be not less than the guaranty period required by the Contract General Conditions but in no case less than one year from the date established for completion of the Project in the Notice of Completion See product Specifications Sections in Divisions 2 through 16 of the Project Manual for extended warranty and guaranty beyond the minimum one year duration PART2 PRODUCTS Not Applicable to this Section PART 3 EXECUTION Not Applicable to this Section 14i exora wiwoffi HVAC REPLACEMENT PROJECT PRODUCT WARRANTIES AND BONDS ROSEMEAD COMMUNITY RECREATION CENTER 017855 SECTION 01770 L 0 itelgPtA 71 A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 SECTION INCLUDES A Contract closeout procedures including Contract Closeout meetings correction punch lists submittals and final payment procedures 13 RELATED SECTIONS A Section 01330 Submittals Procedures General requirements for submittals B Section 01785 Warranties and Bonds Documents to be submitted as part of Contract closeout 14 FINAL COMPLETION ACTIONS A Contractor Responsibility Contractor shall be solely responsible for the timely completion of all required Contract closeout items B Warranties Bonds and Certificates Submit specific warranties guarantees workmanship bonds maintenance agreements final certifications and similar documents C Locks and Keys Change temporary lock cylinders over to permanent keying and transmit keys to City unless otherwise directed or specified D Tests and Instructions Complete sutaprt testing of systems and instruction of the Csity personnel Remove temporary facilities from the site along with construction tools mock ups and similar elements 15 CONTRACT COMPLETION REVIEW A Csontractor Notification for Contract Completion Review When the Contractor determines that the Work is complete in accordance with Contract Documents the Contractor shall submit to Csity Representative and Architect written certification that the Contract Documents have been reviewed the Work has been inspected by the Contractor and by authorities having jurisdiction and the facility is ready for the Contract Completion review B Preliminary Contract Closeout Review Meeting Csity Representative and Architect and Asrchitect and Csity representatives and consultants as appropriate will attend a meeting at the Project site to review Contract closeout procedures and to review the items to be completed and corrected Action List to make the Work ready for acceptance by the City HVAC REPLACEMENT PROJECT CONTRACT CLOSEOUT PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 017701 C Action List Punch List Contractor shall prepare and distribute at the preliminary Contract closeout review meeting a typewritten comprehensive list of items to be completed and corrected Action List to make the Work ready for acceptance by the City 1 The Action List shall include all items to be completed or corrected prior m the Csontractor application for final payment 2 The Action List shall identify items by location room number or name and consecutive number For example 3075 would identify item 5 in Room 307 Roof 4 would identify item 4 on Roof 3 Contractor shall prepare separate lists according to categories used for Drawings For example provide lists for Architectural Structural Mechanical HVAC Plumbing Fire Protection sprinkler system Electrical and Equipment 4 Architect Asrchitect consultants and Csity consultants if in attendance shall conduct a brief walkthrough of Project with the Contractor to review scope and adequacy of the Action List 5 Verbal comments will be made to the Contractor by the the Architect and the Asrchitect and Csity consultants if in attendance during the twhroaulgkh These comments will indicate generally the additions and corrections to be made to the Action List Such comments shall not be considered to be comprehensive Contractor shall use the comments as guidance in preparing the Action List for the Contract Completion review 6 The Action List shall assign an action responsibility and a projected action completion date to each item 7 Items to be considered shall include but not be limited to Corrections to construction Operation and maintenance data manuals HVAC testing and balancing reports Spare parts and extra materials Warranties and guaranties Project record Drawings and Specifications Project record construction schedule State Fire Marshal Inspection if applicable Other regulatory inspections Removal of construction facilities and temporary controls Final cleaningaaent1 kandseape maintenance Commissioningequipment startup Demonstration and training Acceptance Final application for payment Occupancy by City Other closeout items specified D Contract Completion Meeting On a date mutually agreed by Csity Representative Architect and Contractor a meeting shall be conducted at the Project site to determine whether the Work is satisfactory and has achieved Contract Completion HVAC REPLACEMENT PROJECT CONTRACT CLOSEOUT PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 017702 1 Contractor shall provide minimum 7 calendar days notice Csity Representative and Architect for requested date of Contract Completion meeting 2 Architect and the Asrchitect consultant and Csity consultants as authorized by City will attend the Contract Completion meeting 3 In addition to conducting a walkthrough of the facility and reviewing the Action List the purpose of the meeting shall include submission of warranties guarantees and bonds to City submission of operation and maintenance data manuals provision of specified extra materials to City and submission of other Contract closeout documents and materials as required and if not already submitted 4 Architect and Asrchitect consultants as appropriate will conduct a twhroaulgkh of the facility with the Csity Representative and Contractor to review the Action List 5 Contractor shall correct the Action List and record additional items as may identified during the walkthrough including notations of corrective actions to be taken 6 Contractor shall retype retype the Action List and distribute it within 5 calendar days to those attending the meeting E Uncorrected Work Refer to requirements specified in Section 01450 Quality Control regarding Contract adjustments for non conforming Work Clearing and Cleaning Prior to the Contract Completion review Contractor shall conduct a thorough cleaning and clearing of the Project area including removal of construction facilities and temporary controls Refeic tSen n Inn Gleani o G Inspection and Testing Prior to the Contract Completion review complete inspection and testing required for the Work including securing of approvals by authorities having jurisdiction Complete all inspections tests balancing sterilization and cleaning of plumbing and HVAC systems 2 Complete inspections and tests of electrical power and signal systems 16 FINAL COMPLETION SUBMITTALS A Final Completion Submittals Prior to application for Final Payment Contractor shall submit the following B Agency Document Submittals Submit to City all documents required by authorities having jurisdiction including serving utilities and other agencies Submit original versions of all permit cards with final signoff by inspectors Submit all certifications of inspections and tests C Final Specifications Submittals Submit to City all documents and products required by Specifications to be submitted including the following 1 Project record drawings and specifications NVAC REPLACEMENT PROJECT CONTRACT CLOSEOUT PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 017703 2 Operating and maintenance data 3 Guarantees warranties and bonds 4 Keys and eRkiyg lcccd 5 Spare parts and extra stock 6 Test reports and certificates of compliance D Certificates of Compliance and Test Report Submittals Submit to Csity Representative certificates and reports as specified and as required by authorities having jurisdiction including but not limited to the following 2 SanitaFy sewer system tests 3 Gas system tests 4 Lighting power and signal system tests 5 Ventilation equipment and air balance tests 6 Fire spFinkler system tests 7 Roofing inspections and tests E Subcontractors List Submit two copies of updated Subcontractor and Materials Supplier List to Csity Representative and one copy to Architect F Warranty Documents Prepare and submit to City all warranties and bonds as specified in Section 01785 Product Warranties and Bonds G Service Agreements and Service Contracts Submit to Csity Representative 17 FINAL PAYMENT A Final Payment After completion of all items listed for completion and correction after submission of all documents and products and after final cleaning submit final Application for Payment identifying total adjusted Contract Sum previous payments and sum remaining due Payment will not be made until the following are accomplished 1 All Project Record Documents have been received and accepted by Csity Representative 2 All extra materials and maintenance stock have been transferred and received by City 3 All warranty documents and operation maintenance data service agreements maintenance contracts and salvage materials have been received and accepted by Csity Representative HVAC REPLACEMENT PROJECT CONTRACT CLOSEOUT PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 017704 PART2 PRODUCTS Not Applicable to this Section PART 3 EXECUTION Not Applicable to this Section END OF SECTION HVAC REPLACEMENT PROJECT CONTRACT CLOSEOUT PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 097705 SECTION 01783 OPERATION AND MAINTENANCE DATA PART GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 SECTION INCLUDES A Format and content of operation and maintenance manuals 1 Data requirements for materials and finishes 2 Data requirements for equipment and operating systems B Instruction of Csity personnel C Submission of operation and maintenance manuals 13 RELATED SECTIONS A Section 01450 Quality Control Msanufacturer instructions test and balance reports B Section 01610 Basic Product Requirements Systems demonstration C Section 01770 Contract Closeout Procedures Contract closeout procedures D Section 01789 Project Record Documents Submission of Project record documents E Section 01785 Product Warranties and Bonds Requirements for warranties and bonds F Product Specifications Sections in Divisions 2 through 16 Specific requirements for operation and maintenance data 14 QUALITY ASSURANCE A Preparation of data shall be done by persons 1 Trained and experienced in maintenance and operation of the described products 2 Familiar with requirements of this Section 3 Skilled in technical writing to the extent required to communicate essential data 4 Skilled as drafters competent to prepare required drawings 15 FORMAT AND CONTENT OF OPERATION AND MAINTENANCE MANUALS HVAC REPLACEMENT PROJECT OPERATION AND MAINTENANCE DATA ROSEMEAD COMMUNITY RECREATION CENTER 017831 A Format for Operation and Maintenance Data Manuals Prepare data in the form of an instructional manual Comply with the general requirements specified below and comply with specific requirements for types of products in Articles following See Article titled SUBMISSION OF OPERATION AND MAINTENANCE MANUALS for number of copies of manuals B Operation and Maintenance Data Organization Organize operation and maintenance data in 3 ring binders and organize the contents of each binder following the organization of the Contract Specifications Organize the group of binders and the contents of individual binders in sequence according to the Section numbers and titles as listed in the Table of Contents of the Project Manual Number the binders consecutively coordinate with Paragraph below titled Tables of Contents 2 Organize each binder with colorcoded tabbed dividers for each distinct product and system with typed inserts in tabs identifying the product or system Organize the contents of each tabbed division according according to the Article headings in PART 2 PRODUCTS in each product Specification Section a Within each tabbed division organize the information according to major component parts of equipment and systems as applicable and to facilitate locating information b Separate operation and maintenance data for each product under separate tabbed divisions where feasible C Within each tabbed division include a cover sheet identifying the specific products and component parts included in the tabbed division 4 If the products of more than one Specification Section are included in the binder provide separate heavy cover stock dividers to separate information for each Section C Binders 812x 11 inch standard threering binders with heavy duty vinyl covers with hard cardboard backing black color with provision on binder spine for inserting identification card Maximum binder ring size shall be 3inches Use multiple binders as necessary to avoid overfilling When multiple binders are used correlate data into related consistent consistent groupings D Cover Identify each binder with typed or printed card inserted on binder spine stating OPERATION AND MAINTENANCE DATA the Project name and the general subject matter of the contents of the binder E Title Page In each volume binder of operation and maintenance data include a title page with the following Name of the Project 2 Names addresses and telephone numbers of the responsible design professionals Architect and Asrchitect or Csit consultant as applicable 3 Name address and telephone numbers of Contractor including names of contact HVAC REPLACEMENT PROJECT OPERATION AND MAINTENANCE DATA ROSEMEAD COMMUNITY RECREATION CENTER 017832 persons Table of Contents In each volume binder of operation and maintenance data include a listing of the contents of the volume In a separate first binder provide a master Table of Contents of operation and maintenance data identifying the product and systems the applicable Specification Section number and title and the operation and maintenance data binder number G Schedule of Products and Systems In the first volume of the set of operation and maintenance data include a schedule of products and systems indexed to the Table of Contents of the volumes binders and cross referenced to the Contract Drawings and Specifications H Operation and Maintenance Data In each tabbed division of operation and maintenance data for each product or system provide the following On a cover page for each tabbed division provide the following a Identify by name address and telephone number the manufacturer supplier and installer Include names of contact persons if known b Identify by name address and telephone number local sources of supplies replacement parts and factory authorized service Within each tabbed division include complete operation and maintenance data as published by the product manufacturer where feasible Otherwise present all data neatly typewritten on 20 pound correspondence quality bond paper Strike through information on printed literature where not applicable 3 Supplement the msanufacturer printed data with neatly typewritten text and professionally drafted diagrams as necessary to suit the particular installation for the Project and to fully explain operation and maintenance procedures Provide logical sequence of instructions for each procedure Drawings Supplement operation and maintenance data to illustrate configurations and relationships of component parts of equipment and systems and to show control and flow diagrams as applicable 1 Do not use Project Record Documents as maintenance drawings 2 Neatly fold drawings to size of text pages and provide reinforced punched binding edge Add binding strip as necessary to avoid punching through drawing content J Additional Data As specified in individual product Specification Sections K Warranty and Guaranty Include copy of each warranty guaranty bond and service contract issued Provide information sheet identifying Proper procedures in event of failure 2 Instances that might affect validity of warranties or bonds L Material Safety Data Sheet MSDS For products requiring MSDS according to CCR Title 8 and California State CITY Fullerton Contractor Safety Handbook include copy of each NVAC REPLACEMENT PROJECT OPERATION AND MAINTENANCE DATA ROSEMEAD COMMUNITY RECREATION CENTER 017833 applicable Material Safety Data Sheet MSDS for products delivered to the site and incorporated into the completed construction 16 DATA REQUIREMENTS FOR MATERIALS AND FINISHES A Data for Building Products Applied Materials and Finishes Include product data with catalog number size composition and color and texture designations Provide information for reordering custom manufactured Products B Instructions for Care and Maintenance Include msanufacturer recommendations for cleaning agents and methods precautions against detrimental agents and methods and recommended schedule for cleaning and maintenance C Data for Moisture Protection and WeatherExposed Products Include product data listing applicable reference standards chemical composition and details of installation Provide recommendations for inspections maintenance and repair D Additional Requirements As specified in individual product Specification Sections 17 DATA REQUIREMENTS FOR EQUIPMENT AND OPERATING SYSTEMS A Data for Equipment and Operating Systems Include description of each unit or system and component parts 1 Include msanufacturer printed operation and maintenance instructions 2 Identify function normal operating characteristics and limiting conditions 3 Include performance curves with engineering data and tests 4 Include sequence of operation by controls manufacturer as applicable 5 Provide diagrams by controls manufacturer for control systems as applicable and as installed B Piping Data Provide Csontractor coordination drawings with piping diagrams as installed Provide charts of valve tag numbers with location and function of each valve keyed to flow and control diagrams Color code diagrams as necessary for clarity C Reports Include test and balancing reports as applicable and as specified in individual product Specification Sections D Panelboard Circuit Directories Provide electrical service characteristics controls and communications E Wiring Diagrams Include diagrams of wiring as installed with color coding as necessary for clarity F Operating Procedures Include 1 Sutaprt breakin and routine normal operating instructions and sequences 2 Regulation control stopping shutdown and emergency instructions HVAC REPLACEMENT PROJECT OPERATION AND MAINTENANCE DATA ROSEMEAD COMMUNITY RECREATION CENTER 017834 3 Summer and winter operating instructions 4 Special operating instructions G Maintenance Requirements Include 1 Routine maintenance procedures and guide for troubleshooting 2 Disassembly repair and reassembly instructions 3 Alignment adjusting balancing and checking instructions H Servicing and Lubrication Provide servicing and lubrication schedule and list of lubricants required I Parts Data Provide original msanufacturer parts list illustrations assembly drawings and diagrams as necessary for service and maintenance 1 Include complete nomenclature and catalog numbers for consumable and replacement parts 2 Provide list of original msanufacturer spare parts current prices and recommended quantities to be maintained in stock by the CITY or operator J Software All programming codes access codes and other data necessary for operation maintenance future functioning and modifications of microprocessor controlled products independent of Original Equipment Manufacturer OEM K Additional Requirements As specified in individual product Specification Sections 18 DATA REQUIREMENTS FOR ELECTRIC AND ELECTRONIC SYSTEMS A Date Requirements for Electrical and Electronic Systems Description of each system and component parts including 1 Function normal operating characteristics and limiting conditions 2 Performance curves engineering data and tests 3 Complete nomenclature and commercial number of replaceable parts B Circuit Directories of Panel Boards Include 1 Electrical service 2 Controls 3 Communications C Wiring Diagrams Asinstalled colorcoded wiring diagrams D Operating procedures 1 Routine and normal operating instructions 2 Sequences required 3 Special operating instructions E Maintenance procedures HVAC REPLACEMENT PROJECT OPERATION AND MAINTENANCE DATA ROSEMEAD COMMUNITY RECREATION CENTER 017835 I Routine operations 2 Guide to troubleshooting 3 Disassembly repair and reassembly 4 Adjustment and checking Msanufacturer printed operating and maintenance instructions G List of original msanufacturer spare parts msanufacturer current prices and recommended quantities to be maintained in storage H Prepare and include additional data when the need for such data becomes apparent during instruction of Oswner personnel Additional requirements for operating and maintenance data Respective sections of specifications 19 INSTRUCTION OF CSITY PERSONNEL A Instruction of Csity Personnel Prior to Contract Completion review complete instruction of Csity designated personnel in the operation adjustment and routine cleaning service and maintenance of products equipment and systems Schedule indoctrination and training sessions at times acceptable to City Coordinate with requirements specified in Section 01820 Demonstration and Training B Basis for Instruction Use operation and maintenance manuals as basis for instruction Review contents of manual with personnel in detail to explain all aspects of operation and maintenance Instructional Material Prepare and insert additional data in Operation and Maintenance Manual when need for such data becomes apparent during instruction 110 SUBMISSION OF OPERATION AND MAINTENANCE MANUALS A Submittal Submit three copies to City prior to submission of final Application for Payment Not Applicable to this Section 1i rtcy7761taliiIR Not Applicable to this Section END OF SECTION HVAC REPLACEMENT PROJECT OPERATION AND MAINTENANCE DATA ROSEMEAD COMMUNITY RECREATION CENTER 097836 SECTION 01560 TEMPORARY BARRIERS AND ENCLOSURES PART GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 SECTION INCLUDES A Temporary construction barriers enclosures and passageways 1 Dust and debris barriers 2 Security barriers 3 Temporary chainlink fencing 4 Covered passageways B Protection of completed Work C Removal of construction facilities and temporary controls 13 RELATED SECTIONS A Section 01100 Summary of the Work Csontractor use of site and premises B PSstmnn 14569 VAApphipnusfagr and Parking Construction parking reGeps6ttr C Section 01560 Temporary Barriers and Enclosures Temporary construction barriers enclosures and passageways D 2PAt Q19fio rapin ranPIRRtPFRt F2acu riraman fnr ihrru F Section 01580 Project Identification and Signage Directional and informational signage 14 CODES AND REGULATIONS A California Building Code CBC Comply with California Building Code CBC Chapter 33 Section 3303 Protection of Pedestrians During Construction or Demolition B Fire Regulations Comply with requirements of fire authorities having jurisdiction including California Fire Code CFC Article 87 during performance of the Work HVAC REPLACEMENT PROJECT TEMPORARY BARRIERS AND ENCLOSURES ROSEMEAD COMMUNITY RECREATION CENTER 015601 C Safety Regulations Comply with requirements of all applicable Federal State and local safety rules and regulations Contractor shall be solely responsible for jobsite safety D Barricades and Barriers As required by governing authorities having jurisdiction provide substantial barriers guardrails and enclosures around Work areas and adjacent to embankments and excavations for protection of workers and the public 15 PROTECTION OF EXISTING CONDITIONS A Protection of Adjacent Facilities Contractor shall restrict Work to limits indicated on the Drawings and as specified in Section 01100 Summary of the Work Protect existing adjacent facilities from damage including soiling and debris accumulation B Protection of Existing Furniture Fixtures and Equipment As applicable provide temporary enclosures barriers and covers to protect existing furniture fixtures and equipment remaining in Project area during construction 16 MAINTENANCE OF CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS A Maintenance Use all means necessary to maintain temporary barriers and enclosures in proper and safe condition throughout progress of the Work B Replacement In the event of loss or damage promptly restore temporary barriers and enclosures by repair or replacement at no change in the Contract Sum or Contract Time 17 TEMPORARY BARRIERS ENCLOSURES AND PASSAGEWAYS A Temporary Barriers General Provide temporary fencing barriers and guardrails as necessary to provide for public safety to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations 1 Refer to temperaFy fencing and phasing plan in the Drawings Comply with tc indicated 2 Note requirements for continued occupancy and use of existing buildings and site areas during construction 3 Comply with applicable requirements of California Building Code CBC and of authorities having jurisdiction including industrial safety regulations Review requirements with Csity Representative 4 Maintain unobstructed access access to fire extinguishers fire hydrants temporary fire protection facilities stairways and other access routes for firefighting 5 Paint temporary barriers and enclosures with appropriate colors graphics and warning signs to inform personnel and public of possible hazard 6 Where appropriate and necessary provide warning lighting including flashing red or amber lights B Temporary Chainlink Fencing Provide temporary portable chainlink fencing with windscreen HVAC REPLACEMENT PROJECT TEMPORARY BARRIERS AND ENCLOSURES ROSEMEAD COMMUNITY RECREATION CENTER 015602 Portable ChainLink Fencing Minimum 2inch 50mm 11 gage galvanized steel chainlink fabric fencing minimum 8 feet24mhigh with galvanized steel pipe posts minimum 238inch 60mm OD line posts and 278inch 73mm OD corner and pull posts with 158inch 42mm OD top and bottom rails a Provide concrete or galvanized steel bases for supporting posts b Provide protective barriers at bases to prevent tripping by pedestrians 2 Windscreen on ChainLink Fencing For screening of construction activities from view equivalent to the following a Specified manufacturer Collins Company Fullerton CA781704 9779 b Acceptable manufacturers None identified Equivalent products ofother manufacturers will be considered in accordance with the or equal provision specified in Section 01610 Basic Product Requirements C Windscreen fabric Closed mesh weave of 30 warp by 16 fills per square inch 1 Fiber 56 ounce per square yard polypropylene fiber 2 Shade factor 78 percent 3 Tensile strength 360 pounds for warp and 190 pounds for fill when tested according to ASTM D1682 grab method 4 Tear strength 110 pounds for warp and 70 pounds for fill when tested according to ASTM D2263 trapezoidal method d Fabric fabrication 1 Reinforce hems and seams with 234inch black polypropylene folded binding tape with tensile strength of 300 pounds 2 Provide center reinforcing tape in addition to reinforced perimeter hems and panel seams 3 Sew hems and seams with UV light resistant polyester thread 4 Provide932inch brass grommets spaced at 12inches on center in perimeter hems and center reinforcing tape e Secure windscreen to fence at all grommets Locate windscreen on outside offence C HVAC REPLACEMENT PROJECT TEMPORARY BARRIERS AND ENCLOSURES ROSEMEAD COMMUNITY RECREATION CENTER 015603 adjoining facilities 2 Review design and details with Csity eReseenpta 3 Comply with applioable regulations of autheFitie6 haying j risdintiGn 5 Provide weed plank overhead deelking pretoetive plyweed enGIOSUFe walls handrails baFFiGades waFRiRg signs lights safe and wall drained waaInkwdaysl elnid bask wall bethStO lGeatmep E Temporary Wood FenG EFeGt a StFUGtUrally adequate proteGfive weed feRGiRg in Gerspliance with GallfeFnia Building Code GBC ChapteF 33 Section Pree Weef shall be p yided as requ pai view shall Feeeive FAINFAum of ene seat weed PFirneF and ane seat seFni glass esler as diFe ted b Csity Representati F Temporary Closures Provide temporary closures for protection of construction in progress and completed from exposure foul weather other construction operations and similar activities Provide temporary weathertight enclosure for building exterior 1 Where heating or cooling is needed and permanent enclosure is not complete provide insulated temporary enclosures Coordinate closures with ventilating and material drying or curing requirements to avoid dangerous conditions and effects such as mold 2 Vertical openings Close openings of 25 sq ft23sq m or less with plywood or similar materials 3 Horizontal openings Close openings in floor or roof decks and horizontal surfaces with loadbearing wood framed construction 4 Install tarpaulins securely using wood framing and other suitable materials 5 Where temporary wood or plywood enclosure exceeds 100 sq ft92sq min area use fire retardanttreated material for framing and main sheathing G Temporary Partitions Erect and maintain temporary partitions and temporary closures to limit dust and dirt migration including migration into existing facilities to separate areas from fumes and noise and to maintain firerated separations 1 Dust barriers Construct dustproof floortoceiling partitions of not less than nominal 4inch 100mmstuds 2 layers of 3mil007mm polyethylene sheets inside and outside temporary enclosure HVAC REPLACEMENT PROJECT TEMPORARY BARRIERS AND ENCLOSURES ROSEMEAD COMMUNITY RECREATION CENTER 095604 a Overlap and tape full length of joints b Include 518inch thick gypsum board at temporary partitions serving as noise barrier C Insulate partitions to minimize noise transmission to adjacent occupied areas d Seal joints and perimeter of temporary partitions 2 Dust barrier passages Where passage through dust barrier is necessary provide gasketed doors or heavy plastic sheets that effectively prevent air passage a Construct a vestibule and airlock at each entrance to temporary enclosure with not less than 48 inches 1219 mm between doors b Maintain water dampened foot mats in vestibule where passage leads to existing occupied spaces C Equip doors with security locks 3 Firerated temporary partitions Maintain firerated separations including corridor walls and occupancy separations by construction of stud partitions with gypsum board faces a Construction details shall comply with recognized timerated fireresistive construction Typically 1 hour rated partitions shall be 2x4 wood studs at 16inches on center or 312 312 inch metal studs at 16inches on center with 58inch thick Type X gypsum board at both faces with joints filled taped and topped b Seal partition perimeters with acceptable fire stopping and smoke seal materials C Construct firerated temporary partitions whenever existing timerate fire resistive construction is removed for 12 hours or more H HVAC Protection Provide dust barriers at HVAC return grilles and air inlets to prevent spread of dust and clogging of filters Temporary Floor Protection Protect existing floors from soiling and damage Cover floor with 2 layers of 3mil007mm polyethylene sheets extending sheets 18 inches 460 mm up the side walls 2 Cover polyethylene sheets with 34inch 19mm fire retardant plywood 3 Provide floor mats to clean dust from shoes J Landscape Barriers Provide barriers around trees and plants designated to remain Coordinate with requirements specified in Section 01568 Tree and Plant Protection 1 Locate barriers as directed outside of drip lines of trees and plants HVAC REPLACEMENT PROJECT TEMPORARY BARRIERS AND ENCLOSURES ROSEMEAD COMMUNITY RECREATION CENTER 015605 2 Protect entire area under trees against vehicular traffic stored materials dumping chemically injurious materials and puddling or continuous running water 3 Contractor shall pay all costs to restore trees and plants within barriers that are damaged by construction activities Restoration shall include replacement with plant materials of equal quality and size Costs shall include all fines if any levied by authorities having jurisdiction K Barricades Warning Signs and Lights General Comply with standards and Code requirements for erection of structurally adequate barricades Paint barricades with appropriate colors graphics and warning signs to inform personnel and the public of the hazard being protected against Where appropriate and needed provide lighting including flashing red or amber lights L Guard Rails Provide guard rails along tops of embankments and excavations Along public walkways and areas accessible by the public adjoining excavations provide guardrails in addition to fencing Guardrails shall be substantially and durably constructed of lumber firmly anchored by posts embedded in concrete and complying with Code requirements for temporary barriers 2 Guardrails shall comply with dimensional requirements and accommodate loads as prescribed by California Building Code CBC for permanent guardrails M Security Closures and Lockup Provide substantial temporary closures of openings in exterior surfaces and interior areas as appropriate to prevent unauthorized entrance vandalism theft and similar violations of security Provide doors with self closing hardware and locks 1 Storage Where materials and equipment must be stored and are of value or attractive for theft provide a secure lockup Enforce discipline in connection with the installation and release of material to minimize the opportunity for theft and vandalism N Weather Closures Provide temporary weathertight closures at exterior openings to prevent intrusion of water to create acceptable working conditions to protect completed Work and to maintain temporary heating cooling and ventilation Provide access doors with self closing hardware and locks O Temporary Access Passage and Exit Ways Construct temporary stairs ramps and covered walkways with related doors gates closures guardrails handrails lighting and protective devices to maintain access and exit ways to existing facilities to remain operational Design and location of temporary construction shall be by Contractor subject to review by Csity Representative and authorities having jurisdiction 2 Provide temporary lighting illuminated interior exit signage non illuminated directional and instructional signage and temporary security alarms for temporary exits and exit passageways 3 Temporary measures shall suit and connect to existing building systems and shall be approved by Csity Representative and authorities having jurisdiction HVAC REPLACEMENT PROJECT TEMPORARY BARRIERS AND ENCLOSURES ROSEMEAD COMMUNITY RECREATION CENTER 015606 18 PROTECTION OF INSTALLED WORK A Protection of Installed Work General Provide temporary protection for installed products Control traffic in immediate area to minimize damage B Protective Coverings Provide protective coverings at walls projections jambs sills and soffits of openings as necessary to prevent damage from construction activities such as coatings applications and as necessary to prevent other than normal atmospheric soiling C Traffic Protection 1 Protect finished floors stairs and other surfaces from traffic soiling wear and marring 2 Provide temporary covers of plywood reinforced kraft paper or temporary rugs and mats as necessary Temporary covers shall not slip or tear under normal use 3 Prohibit traffic and storage on waterproofed and roofed surfaces and on landscaped areas 4 Protect newly fine graded seeded and planted areas with barriers and flags to designate such areas as closed to pedestrian and vehicular traffic 19 REMOVAL OF TEMPORARY BARRIERS AND ENCLOSURES A Removal of Temporary Barriers and Enclosures Unless otherwise mutually agreed by Csity Representative and Contractor remove temporary materials equipment services and construction prior to Contract Completion review Coordinate removal with requirements specified in Section 01510 Temporary Utilities and Section 01560 Temporary Barriers and Enclosures B Cleaning and Repairs Clean and repair damage soiling and marring caused by installation or use of temporary barriers and enclosures 4w1fs SWsW11111111i9 Not applicable to this Section PART 3 EXECUTION Not applicable to this Section HVAC REPLACEMENT PROJECT TEMPORARY BARRIERS AND ENCLOSURES ROSEMEAD COMMUNITY RECREATION CENTER 015607 SECTION 01580 PROJECT IDENTIFICATION AND SIGNAGE PART GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section B The following Additional General Requirements amend or supplement the General Requirements and absent a conflict or contradiction between the same the General Requirements shall remain in full force and effect In the event of a conflict or contradiction between the Additional General Requirements and General Requirements the within Additional General Requirements shall take precedence and other provisions of the General Requirements shall remain in full force and effect C Comply with the General Requirements and the following D Furnish install and maintain temporary project identification and informational signs E The following signs shall be provided 1 One 1 4 feet x 6 feet Project Identification Sign at the project site Location to be determined by the CITY F No signs except those specified shall be displayed unless otherwise approved by the CITY 12 SECTION INCLUDES A Onsite Project identification and informational signs 13 RELATED SECTIONS sheds t0 C Section 01560 Temporary Barriers and Enclosures HVAC REPLACEMENT PROJECT PROJECT IDENTIFICATION AND SIGNAGE ROSEMEAD COMMUNITY RECREATION CENTER 015801 14 SUBMITTALS A Shop Drawings In compliance with directions from Csity Representative prepare and submit site plan locating temporary project identification B Submit for acceptance the following 1 Contents 2 Type of grade of materials 3 Layout size trim framing supports and coatings 4 Size and style of lettering 5 Samples of colors PART PRODUCTS 21 SIGN MATERIALS A Sign Structure and Framing New materials wood or metal structurally adequate to support sign panel and suitable for specified finish B Sign Surfaces Minimum 34inch thick exterior grade softwood plywood with medium or high density phenolic sheet overlay standard large sizes to eliminate joints Provide sheet thickness as required to span across framing members and provide even smooth surface without waves or buckles C Rough Hardware Hotdip galvanized steel D Paint Sign Face Exterior quality primer and gloss enamel finish as customarily used for sign painting adequate to resist weathering and fading for the scheduled construction period E Paint Sign Sign Structure Exterior quality primer and flat finish paint adequate to resist weathering and fading for scheduled construction period 2 PROJECT IDENTIFICATION SIGN A Project Identification Sign As directed provide one painted Project Identification Sign of the size and construction indicated on graphic to be provided by the City 1 Graphic design text style of lettering and colors shall be as directed assume 4 colors and special graphic for Project title 2 Sign shall identify project name project number Csity name Asrchitect name and Csontractor name 3 Include corporate logos of parties identified on sign C Sign Painting Sign panels shall be shop painted and field installed HVAC REPLACEMENT PROJECT PROJECT IDENTIFICATION AND SIGNAGE ROSEMEAD COMMUNITY RECREATION CENTER 095802 1 Sign painting shall be performed by professional sign painters Silk screen method is recommended in order to accurately depict graphics 2 Paint back and edges of sign panels for complete weather resistance and finished appearance 23 PROJECT INFORMATIONAL SIGNS A Restrictions Signs other than Project Identification Sign specified above and Project Informational Signs specified below shall not be displayed without approval of Csity Representative B Project Informational Signs Informational signs necessary for conduct of construction activities or required by governmental authorities having jurisdiction may be displayed when in conformance to sign construction and graphic requirements specified in this Section 1 Csity Representative may review such signs If so review will be for sign construction and graphic designs only 2 Adequacy of signage for safety and conformance to requirements of authorities having jurisdiction and trade practices shall be solely Csontractor responsibility C Sign Painting Informational signage shall be produced by professional sign painters and be of size and lettering style consistent with use Colors shall be as required by authorities having jurisdiction and if not otherwise required of colors consistent with Project graphics 1 Sign Face Finish Gloss enamel 2 Structure Finish Paint exposed surfaces of supports and framing members one coat of primer and one coat of exterior paint flat finish PART 3 EXECUTION 31 PROJECT IDENTIFICATION SIGN INSTALLATION A Project Identification Sign Construction Construct sign support structure and install panels in durable manner to resist high winds Project Identification Sign Installation Erect Project Identification Sign on site at a lighted location of high public visibility adjacent to the main entrance to the site as approved by Csity Representative Install sign at height for optimum visibility on groundmounted poles or attached to portable structure on skids Portable structure shall resist overturning force of wind C Street Address Signs Locate and install signs at each access point from public streets D Field Painting Paint all surfaces and edges of sign face and support structure for finished appearance HVAC REPLACEMENT PROJECT PROJECT IDENTIFICATION AND SIGNAGE ROSEMEAD COMMUNITY RECREATION CENTER 015803 32 PROJECT INFORMATIONAL SIGNS INSTALLATION A Project Informational Signs Construction Construct sign support structure and install panels in durable manner to resist high winds B Project Informational Signs Installation 1 Locate signs as necessary for construction activities and as required by authorities having jurisdiction 2 Install informational signs for optimum visibility on groundmounted posts or temporarily attached to surfaces of structures 3 Attachment methods shall leave no permanent disfiguration or discoloration on completed Work C Field Painting Paint all surfaces and edges of sign face and support structure for finished appearance 3 SIGNS MAINTENANCE A Signs Maintenance Maintain signs and supports in a neat clean condition Repair all damage and weathering to structure framing and signage B Sign Relocation Relocate signs as required by progress of the Work 34 REMOVAL A Project Identification Sign Removal Remove Project Identification Sign when directed Coordinate removal with requirements specified in Section 01510 Temporary Utilities Section 01520 and Section 01560 Temporary Barriers and Enclosures B Project Informational Signs Removal Remove all informational signs framing supports and foundations prior to Contract Completion review Coordinate removal with requirements specified in Section 01510 Temporary Utilities Section 01520 and Section 01560 Temporary Barriers and Enclosures END OF SECTION HVAC REPLACEMENT PROJECT PROJECT IDENTIFICATION AND SIGNAGE ROSEMEAD COMMUNITY RECREATION CENTER 015804 SECTION 01510 TEMPORARY UTILITIES PART GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 SECTION INCLUDES A Temporary utilities and services including 1 Heating and cooling during construction 2 Ventilation during construction 3 Temporary water service 4 Temporary sanitary facilities 5 Temporary power and lighting 6 Construction telephone service B Removal of temporary utilities 13 RELATED SECTIONS A Section 01100 Summary of the Work Csontractor use of site and premises 14 SUBMITTALS A Temporary Utilities Submit reports of tests inspections applicable meter readings and similar procedures performed on temporary utilities 15 TEMPORARY UTILITIES AND SERVICES A Temporary Utilities and Services General All utilities and other services necessary for proper performance of the Work will be provided by the Contractor Temporary utilities and services shall conform to all applicable requirements of authorities having jurisdiction and serving utility companies and agencies including the following 1 Requirements of authorities having jurisdiction including a Cal OSHA b California Building Code CBC requirements C Health and safety regulations d Utility agency and company regulations HVAC REPLACEMENT PROJECT TEMPORARY UTILITIES ROSEMEAD COMMUNITY RECREATION CENTER 015101 e Police Fire Department and Rescue Squad rules f Environmental protection regulations 2 Standards 3 NFPA Document 241 Building Construction and Demolition Activities 4 ANSI Al Series Safety Requirements for Construction and Demolition 5 NECA Electrical Design Library Temporary Electrical Facilities 6 Refer to Guidelines for Bid Conditions for Temporary Job Utilities and Services prepared jointly by AGC and ASC for industry recommendations 7 Electrical Service Comply with NEMA NECA and UL standards and regulations for temporary electric service Install service in compliance with California Electrical Code CEC B Inspections Arrange for authorities having jurisdiction to inspect and test each temporary utility before use Obtain required certifications and permits C Temporary Connections and Fees Contractor shall arrange for services and pay all fees and service charges for temporary power water sewer gas and other utility services necessary for the Work Contractor shall apply for and obtain permits for temporary utilities including permits for temporary generators from authorities having jurisdiction All costs for temporary connections including fees charged by serving utilities shall be included in Contract Sum Permanent Connections and Fees Contractor shall arrange for utility agencies and companies to make permanent connections City will arrange for permanent utility account and pay permanent connection fees E Use of Temporary Utilities Enforce strict discipline in use of temporary utilities to conserve on consumption Limit use of temporary utilities to essential and intended uses to minimize waste and abuse 16 PROJECT CONDITIONS A Conditions of Use Keep temporary services and facilities clean and neat in appearance Operate in a safe and efficient manner Take necessary fire prevention measures Do not overload facilities or permit them to interfere with progress Do not allow hazardous dangerous or unsanitary conditions or public nuisances to develop or persist on the site 9 HVAC REPLACEMENT PROJECT TEMPORARY UTILITIES ROSEMEAD COMMUNITY RECREATION CENTER 015102 19 TEMPORARY WATER SERVICE A Temporary Water Service Locate and connect to existing water source for temporary construction water service Extend branch piping with outlets located so that water is available by use of hoses 1 Locate and connect to existing water source for temporary construction water service as acceptable to Csity Representative 2 Extend branch piping with outlets located so that water is available by use of hoses Temporary water service piping valves fittings and meters shall comply with requirements of the serving water utility and California Plumbing Code CPC NVAC REPLACEMENT PROJECT TEMPORARY UTILITIES ROSEMEAD COMMUNITY RECREATION CENTER 015103 4 All costs to establish temporary construction water system shall be included in the Contract Sum 5 Temporary water meter shall be provided and installed by Contractor Contractor shall reimburse City for water use Use of Permanent Water System Permanent water system may be used for construction water after completion sterilization testing and inspection of system and approval by Csity Representative and authorities having jurisdiction 110 TEMPORARY SANITARY FACILITIES A Temporary Sanitary Facilities Provide and maintain adequate temporary sanitary facilities and enclosures for use by construction personnel Number of temporary toilets shall be suitable for number of workers 2 Provide washup sink with soap towels and waste disposal B Use of Permanent Sanitary Facilities Do not use permanent sanitary facilities unless approved by Csity Representative Immediately prior to Contract Completion review thoroughly clean and sanitize permanent sanitary facilities used during construction 111 TEMPORARY POWER AND LIGHTING A Temporary Power and Lighting General Comply with NECA Electrical Design Library Temporary Electrical Facilities B Temporary Power Provide electric service as required for construction operations with branch wiring and distribution boxes located to provide electrical service for performance of the Work 1 Provide temporary electric feeder connected to electric utility service at location determined by Contractor and as approved by serving electric utility 2 Temporary power conduit raceways fittings conductors panels connections disconnects overcurrent protection outlets and meters shall comply with requirements of the serving electric utility California Electrical Code CEC and requirements of authorities having jurisdiction 3 Contractor shall pay all costs to establish temporary electric service 4 As necessary in order to maintain construction progress Contractor shall provide and pay all costs associated with generators used for temporary power C Temporary Lighting Provide temporary lighting as necessary for proper performance of construction activities and for inspection of the Work Provide branch wiring from power source to distribution boxes with lighting conductors pigtails and lamps as required Maintain lighting and provide routine repairs D Protection Provide weatherproof enclosures for power and lighting components as necessary Provide overcurrent and groundfault circuit protection branch wiring and HVAC REPLACEMENT PROJECT TEMPORARY UTILITIES ROSEMEAD COMMUNITY RECREATION CENTER 015104 distribution boxes located to allow convenient and safe service about site of the Work Provide flexible power cords as required E Use of Permanent Power and Lighting Systems Permanent power and lighting systems may be used after completion testing and inspection of systems and approval by Csity Representative and authorities having jurisdiction Contractor shall maintain lighting and make routine repairs and replacements as necessary 2 City will pay for reasonable amounts of electricity consumed after permanent power system is operational and approved by authorities having jurisdication F Service Disruptions When necessary for energizing and deenergizing temporary electric power systems minimize disruption of service to those served by public mains Schedule transfers at times convenient to City and to occupants G Relamping For permanent lighting used during construction relamp all fixtures immediately prior to Contract Completion punchlist review 112 CONSTRUCTION TELEPHONE SERVICE A Construction Telephone Service Provide telephone service to Csontractor field staff by means of cellular telephones pagers and NEXTEL radio service to enable communications between Csity Representative Project Inspector and Contractor Include voice message service and paging services All costs of construction telephone paging and radio services shall be included in Contract Sum PART2 PRODUCTS 21 MATERIALS AND EQUIPMENT A Materials Provide new materials if acceptable to the Architect undamaged previously used materials in serviceable condition may be used Provide materials suitable for the use intended Their use and methods of installation shall not create unsafe conditions or violate requirements of applicable codes and standards B Equipment Provide new equipment or if acceptable to the City Contractor may provide undamaged previously used equipment in serviceable condition Provide equipment suitable for use intended PART 3 EXECUTION 31 TEMPORARY UTILITIES INSTALLATION A Temporary Utilities Installation General Engage the appropriate local utility company or personnel to install temporary service or connect to existing service 1 Use Charges Cost or use charges for temporary facilities are the Csontractor responsibility HVAC REPLACEMENT PROJECT TEMPORARY UTILITIES ROSEMEAD COMMUNITY RECREATION CENTER 015105 B Water Service The CONTRACTOR shall not make connection to or draw water from any fire hydrant or pipeline without first obtaining permission of the authority having jurisdiction over the use of said fire hydrant or pipeline and from the agency owning the affected water system For each such connection made the CONTRACTOR shall first attach to the fire hydrant or pipeline a valve and a meter if required by the said authority of a size and type acceptable to said authority and agency The CONTRACTOR shall pay all permit and water charges C Temporary Electric Power Service The CONTRACTOR shall provide a weatherproof grounded temporary power distribution system sufficient to accommodate performance of entire work of project Provide circuits of adequate size and proper power characteristics for each use run circuit wiring generally overhead and rise vertically in locations where it will be least exposed to possible damage from construction operations and result in least interference with performance of the work provide rigid steel conduit or equivalent raceways for wiring which must be exposed on grade floors decks or other recognized exposures to damage or abuse D Temporary Telephones Contractor shall have telephone facility available at its business office for the duration of contract where the Contractor and its superintendent may be contacted The CONTRACTOR shall permit the CITY REPRESENTATIVE ENGINEER the CITY or their authorized representatives or employees free and unlimited use of said telephone facilities for all calls related to the work that do not involve international toll charges E Toilet Facilities Fixed or portable chemical toilets shall be provided wherever needed for the use of CsONTRACTOR employees Toilets at construction job sites shall conform to the requirements of Subpart D Section 159216 of the OSHA Standards for Construction and the Storm Water Pollution Prevention Plan developed for this project Temporary Fire Protection Until fire protection needs are supplied by permanent facilities install and maintain temporary fire protection facilities of the types needed to protect against reasonably predictable and controllable fire losses Comply with NFPA 10 Standard for Portable Fire Extinguishers and NFPA 241 Standard for Safeguarding Construction Alterations and Demolition Operations 1 Locate fire extinguishers where convenient and effective for their intended purpose but not less than one extinguisher on each floor at or near each usable stairwell 2 Store combustible materials in containers in firesafe locations 3 Maintain unobstructed access to fire extinguishers fire hydrants temporary fire protection facilities stairways and other access routes for fighting fires Prohibit smoking in hazardous fire exposure areas 4 Provide supervision of welding operations combustion type temporary heating units and similar sources of fire ignition G Maintenance of Temporary Utilities and Services Maintain temporary utilities and services in good operating condition until removal Protect from utilities and services from environmental and physical damage HVAC REPLACEMENT PROJECT TEMPORARY UTILITIES ROSEMEAD COMMUNITY RECREATION CENTER 015106 32 TERMINATION AND REMOVAL OF TEMPORARY UTILITIES AND SERVICES A Termination and Removal of Temporary Utilities and Services Unless the Trustees require that it be maintained longer remove each temporary facility when the need has ended or when replaced by authorized use of a permanent facility or no later than Completion Complete or if necessary restore permanent construction that may have been delayed because of interference with the temporary facility At Completion clean and renovate permanent facilities that have been used during the construction period B Removal of Temporary Underground Utilities and Restoration Remove temporary underground utility installations to a minimum depth of 2feet below utility services Backfill compact and regrade site as necessary to restore areas or to prepare for indicated paving and landscaping Restore paving damaged by temporary utilities Refer to requirements specified in Section 01732 Cutting and Patching Requirements C Cleaning and Repairs Clean exposed surfaces and repair damage caused by installation and use of temporary utilities and services Where determined by Csity Representative that repair of damage is unsatisfactory Work replace construction with matching finishes Refer to requirements specified in Section 01732 Cutting and Patching Requirements END OF SECTION HVAC REPLACEMENT PROJECT TEMPORARY UTILITIES ROSEMEAD COMMUNITY RECREATION CENTER 015107 SECTION 01505 PROJECT WASTE MANAGEMENT PART GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 SECTION INCLUDES A Prepare submit and implement a Project Waste Management Plan 13 RELATED SECTIONS A Section 02050 Demolition Building materials to be disposed B Section 06100 Rough Carpentry Wood waste materials to be disposed C Section 09900 Paints and Coatings Residual paints and coatings to be disposed 14 WASTE MANAGEMENT GOALS FOR THE PROJECT A City has established a policy that construction projects shall generate the least amount of waste possible and that processes shall be employed that ensure the generation of as little waste as possible including prevention of damage due to mishandling improper storage contamination inadequate protection or other factors as well as minimizing over packaging and poor quantity estimating B Of the inevitable waste that is generated the waste materials designated in this specification shall be salvaged for reuse and or recycling Waste disposal in landfills or incinerators shall be minimized On new construction projects this means careful recycling of job site waste on demolition projects this also means careful removal for salvage 15 REGULATORY REQUIREMENTS A Regulatory Requirements Conform to California Code of Regulations Title 14 for disposal and removal of common and hazardous waste Handle and dispose of all hazardous and banned materials in accordance with the California Integrated Waste Management Act B Hazardous and banned materials include but are not limited to asbestos drywall banned from disposal underground storage tanks Polychlorinated Biphenyls PCBs abandoned chemicals gasoline pesticides herbicides flammable and combustible substances freon from cooling equipment leadbased paints smoke detectors and mercury containing switches C Licensed Facilities Only those brokerage storage transfer and disposal facilities which HVAC REPLACEMENT PROJECT PROJECT WASTE MANAGEMENT ROSEMEAD COMMUNITY RECREATION CENTER 015051 comply with the requirements of the California Code of Regulations Title 14 16 WASTE MANAGEMENT PLAN A Waste Management Plan Within 10 calendar days after execution of the Agreement or receipt of Notice to Proceed whichever is earlier Contractor shall submit to the Csity Representative a Waste Management Plan Attached is a sample format together with sample waste generation rates to aid the Contractor in formulating the Plan The Contractor may use this form or provide a custom form containing the same information The Plan shall contain the following Analysis of the proposed job site waste to be generated including the types of recyclable and waste materials generated by volume or weight In the case of demolition a list of each item proposed to be salvaged during the course of the project should also be prepared Refer to the Job Site Recycling Guide for a directory of service providers This list is not necessarily complete The Contractor may use any of these or other service providers 2 Alternatives to Landfilling Contractor shall designate responsibility for preparing a list of each material proposed to be salvaged reused or recycled during the course of the Project Refer to the Job Site Recycling Guide Directory section 3 List of compulsory materials to be recycled shall include at minimum the following materials a Old corrugated cardboard b Clean dimensional wood palette wood C Scrap Metal d Paint return to Paint Depot e List of additional optional materials to be recycled f Fluorescent lamps tubes g Landclearing debris h List of Materials to be Salvaged Demolition Projects only I Dimensioned Lumber and Heavy Timbers j Electric equipment and lighting fixtures k Metallic conduit I Plumbing fixtures and trim M Water service piping B Meetings Contractor shall conduct Project Waste Management meetings Meetings shall include subcontractors affected by the Waste Management Plan At a minimum waste management goals and issues shall be discussed at the following meetings 1 Prebid meeting 2 Pre construction meeting 3 Regular job site meetings C Materials Handling Procedures Prevent contamination of materials to be recycled and salvaged and handle materials consistent with requirements for acceptance by designated facilities Where space permits source separation is recommended Where materials must be comingled they must be taken to a processing facility for separation off site HVAC REPLACEMENT PROJECT ROSEMEAD COMMUNITY RECREATION CENTER PROJECT WASTE MANAGEMENT 021505 Transportation The Contractor may engage a hauling subcontractor or self haul or make each subcontractor responsible for their own waste In any case compliance with these requirements is mandatory E If requested submit to the Csity Representative way bills invoices and other documentation confirming that all materials have been hauled to the required locations Waste Management Plan Implementation Manager The Contractor shall designate an on site party or parties responsible for instructing workers and overseeing and documenting results of the Waste Management Plan for the project 2 Distribution The Contractor shall distribute copies of the Waste Management Plan to the Job Site Foreman each subcontractor and the Csity Representative 3 Instruction The Contractor shall provide onsite instruction of appropriate separation handling and recycling to be used by all parties at the appropriate stages of the Project a On demolition projects the Contractor shall provide onsite instructions for salvage and requirements requirements for reusing salvaged materials within the project either in new construction or in a renovation b Separation facilities The Contractor shall lay out and label a specific area to facilitate separation of materials for recycling and salvage Recycling and waste bin areas are to be kept neat and clean and clearly marked in order to avoid contamination of materials C The requirement for separation will only be waived if the Contractor can demonstrate to the Csity Representative that there is insufficient room to accommodate it If this is the case the materials must be sent to a processing facility for separation off site G Application for Progress Payments The Contractor shall submit with each Application for Progress Payment a summary of waste materials recycled salvaged and disposed of by the Project using the form appended to this specification or a form generated by the Contractor containing the same information Failure to submit this information shall render the Application for Payment incomplete and shall delay Progress Payment The Summary shall contain the following information For each material salvaged and recycled from the Project include the amount in cubic yards or tons or in the case of salvaged items state quantities by number type and size of items and the destination ie recycling facility used building materials yard b For each material land filled or incinerated from the Project include the amount in cubic yards or tons of material and the identity of the landfill incinerator andor transfer station HVAC REPLACEMENT PROJECT PROJECT WASTE MANAGEMENT ROSEMEAD COMMUNITY RECREATION CENTER 015053 PART2 PRODUCTS Not Applicable to this Section PART 3 EXECUTION Not Applicable to this Section END OF SECTION HVAC REPLACEMENT PROJECT PROJECT WASTE MANAGEMENT ROSEMEAD COMMUNITY RECREATION CENTER 095054 SECTION 01360 CUTTING AND PATCHING 1he4lAN9AMi1Q11A 101 SUMMARY A Provisions of General Conditions Special Conditions and Division One apply to this section B Section includes Cutting and patching Execute cutting including excavating fitting or patching of work required to 1 Make several parts fit properly 2 Uncover work to provide for installation of illtimed work 3 Remove and replace work not conforming to requirements of contract documents 4 Remove and replace defective work 5 Remove samples of installed work as specified for testing 6 Install specified work in existing construction C In addition to specified requirements upon written instruction of District 1 Uncover work to provide for City Inspector andor Asrchitect observation of covered work Remove samples of installed materials for testing D Do not endanger any work by cutting or altering work or any part of it E Do not cut or alter work of another contractor without written consent of District 102 QUALITY ASSURANCE A Comply with the requirements of CBC and California Fire Code Articles 49 and 79 103 SUBMITTALS A Prior to cutting which affects the structural safety of project submit written notice to Architect requesting consent to proceed with cutting B If conditions of work or schedule indicate change of materials or methods submit written recommendation to City and Architect including 1 Conditions indicating change 2 Recommendations for alternative materials or methods 3 Submittals as required for substitutions C Submit written notice to City and Architect designating timework will be uncovered to allow for observation by the City Inspector andor Architect HVAC REPLACEMENT PROJECT CUTTING AND PATCHING ROSEMEAD COMMUNITY RECREATION CENTER 093601 104 MATERIALS A Materials for Replacement of Work Removed Comply with specifications for type of work to be done match existing adjacent surfaces 105 EXAMINATION A Examine existing conditions of work including elements subject to movement or damage during cutting and patching and excavating and backfilling B After uncovering work examine conditions affecting installation of new products 106 PREPARATION A Prior to cutting provide required protection including but not necessarily limited to shoring bracing and support to maintain structural integrity of the work B Provide protection for other portions of project Provide protection from elements C Locate all utilities prior to any cutting or excavation 107 PERFORMANCE A Execute fitting and adjustment of products to provide finished installation to comply with specified tolerances and finishes B Execute cutting and removal to the extent necessary C Restore work which has been cut or removed install new products to provide completed work in accord with requirements of contract documents D Refinish entire surfaces as necessary to provide an even finish Continuous Surfaces To nearest intersections 2 Assembly Entire refinishing PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used End of Section HVAC REPLACEMENT PROJECT CUTTING AND PATCHING ROSEMEAD COMMUNITY RECREATION CENTER 013602 SECTION 01450 QUALITY CONTROL PART GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 SECTION INCLUDES A Regulatory requirements for testing and inspection B Csontractor quality control C Quality of the Work D Inspections and tests by authorities having jurisdiction E Inspections and tests by serving utilities Inspections and tests by msanufacturer representatives 13 REGULATORY REQUIREMENTS FOR TESTING AND INSPECTION A Building Code Requirements Comply with requirements for testing and inspections in the California Building Code CBC as interpreted by authorities having jurisdiction Additional requirements for testing and inspection as adopted by authorities having jurisdiction shall be included in the Contract Sum and Contract Time B Requirements of Fire Regulations Comply with testing and inspection requirements of the Fire Marshal having jurisdiction All tests and inspections shall be included in Contract Sum and Contract Time 14 CSONTRACTOR QUALITY CONTROL A Csontractor Quality Control Contractor shall ensure that products services workmanship and site conditions comply with requirements of the Drawings and Specifications by coordinating supervising testing and inspecting the Work and by utilizing only suitably qualified personnel B Quality Requirements Work shall be accomplished in accordance with quality requirements of the Drawings and Specifications including by reference all Codes laws rules regulations and standards When no quality basis is prescribed the quality shall be in accordance with the best accepted practices of the construction industry for the locale of the Project for projects of this type C Quality Control Personnel Contractor shall employ and assign knowledgeable and skilled personnel as necessary to perform quality control functions to ensure that the Work is HVAC REPLACEMENT PROJECT QUALITY CONTROL ROSEMEAD COMMUNITY RECREATION CENTER 01 4501provided as required D Coordination of Field Quality Control Contractor shall coordinate and schedule field quality control activities ofCsity independent testing and inspection agency and inspectors from authorities having jurisdiction 15 QUALITY OF THE WORK A Quality of Products Unless otherwise indicated or specified all products shall be new free of defects and fit for the intended use B Quality of Installation All Work shall be produced plumb level square and true or true to indicated angle and with proper alignment and relationship between the various elements C Protection of Existing and Completed Work Take all measures necessary to preserve and protect existing and completed Work free from damage deterioration soiling and staining until Acceptance by the City D Standards and Code Compliance and Msanufacturer Instructions and Recommendations Unless more stringent requirements are indicated or specified comply with msanufacturer instructions and recommendations reference standards and building code research report requirements in preparing fabricating erecting installing applying connecting and finishing Work E Deviations from Standards and Code Compliance and Msanufacturer Instructions and Recommendations Document and explain all deviations from reference standards and building code research report requirements and msanufacturer product installation instructions and recommendations including acknowledgement by the manufacturer that such deviations are acceptable and appropriate for the Project F Verification of Quality Work shall be subject to verification of quality by City or Architect in accordance with provisions of the Contract General Conditions 1 Contractor shall cooperate by making Work available for inspections and observations by Csity Representative Architect and their consultants 2 Such verification may include mill plant shop or field inspection as required 3 Provide access to all parts of the Work including plants where materials or equipment are manufactured or fabricated 4 Provide all information and assistance as necessary including that from subcontractors fabricators materials suppliers and manufacturers for verification of quality by Csity Representative or Architect 5 Contract modifications if any resulting from such verification activities shall be governed by applicable provisions in the Contract General Conditions G Observations by Architect and Asrchitect Consultants Periodic and occasional observations of Work in progress will be made by Architect and Asrchitect consultants as deemed necessary to review progress of Work and general conformance with the design intent H Limitations on Inspection Test and Observations Employment of an independent testing HVAC REPLACEMENT PROJECT QUALITY CONTROL ROSEMEAD COMMUNITY RECREATION CENTER 014502 and inspection agency and observations by Architect and Asrchitect consultants shall not relieve Contractor of the obligation to perform Work in full conformance to all requirements of Contract Documents and applicable Building Code and other regulatory requirements I Rejection of Work The City reserves the right to reject any and all Work not in conformance to the requirements of the Contract Documents J Correction of Non Conforming Work Non conforming Work shall be modified replaced repaired or redone by the Contractor at no change in Contract Sum or Contract Time K Acceptance of Non Conforming Work Acceptance of non conforming Work without specific written acknowledgement and approval of the Csity Representative shall not relieve the Contractor of the obligation to correct such Work L Contract Adjustment for Non conforming Work Should Csity Representative determine that it is not feasible or not in Csity interest to require non conforming Work to be repaired or replaced an equitable reduction in Contract Contract Sum shall be made by agreement between Csity Representative and Contractor If an equitable amount cannot be agreed upon a Field Instruction will be issued and the amount in dispute resolved in accordance with applicable provisions of the Contract General Conditions M Non Responsibility for Non Conforming Work Architect and Asrchitect consultants disclaim any and all responsibility for Work produced that is not in conformance with the Contract Drawings and Contract Specifications 16 INSPECTIONS AND TESTS BY AUTHORITIES HAVING JURISDICTION A Inspections and Tests by Authorities Having Jurisdiction Contractor shall cause all tests and inspections required by authorities having jurisdiction to be made for Work under this Contract 1 Except as specifically noted scheduling coordinating and conducting such inspections and tests shall be solely the Csontractor responsibility 2 All time required for inspections and tests by authorities having jurisdiction shall be included in the Contract Time 3 Costs for inspections and tests by authorities having jurisdiction will be paid by City 17 INSPECTIONS AND TESTS BY SERVING UTILITIES A Inspections and Tests by Serving Utilities Contractor shall cause all tests and inspections required by serving utilities to be made for Work under the Contract Except as specifically noted scheduling coordinating and conducting such inspections and tests shall be solely the Csontractor responsibility All time required for inspections and tests by serving utilities shall be included in the Contract Time 2 Except as specifically noted all costs for inspections and tests by serving utilities shall be included in the Contract Sum 18 INSPECTIONS AND TESTS BY MSANUFACTURER REPRESENTATIVES HVAC REPLACEMENT PROJECT QUALITY CONTROL ROSEMEAD COMMUNITY RECREATION CENTER 014503 A Inspections and Tests by Msanufacturer Representatives Contractor shall cause all specified tests and inspections to be conducted by materials or systems manufacturers Additionally all tests and inspections required by materials or systems manufacturers as conditions of warranty or certification of Work shall be made the cost of which shall be included in the Contract Sum Scheduling coordinating and conducting such inspections and tests shall be solely the Csontractor responsibility All time required for inspections and tests by msanufacturer representatives shall be included in the Contract Time 2 All costs for inspections and tests by msanufacturer representatives shall be included in the Contract Sum PART2 PRODUCTS Not applicable to this Section 1Il 0W0911M1 Not applicable to this Section END OF SECTION HVAC REPLACEMENT PROJECT QUALITY CONTROL ROSEMEAD COMMUNITY RECREATION CENTER 041450 SECTION 01340 REQUESTS FOR INTERPRETATION RFI PART GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 SECTION INCLUDES A Procedures for submitting requests for interpretation RFI B Limitations on use of RFI to obtain interpretation and clarification 13 RELATED SECTIONS A Section 01310 Project Management and Coordination Requirements for organizing and coordinating the Work B Section 01330 Submittals Procedures Restriction on use of submittals forchanges in materials products equipment and systems Section 01630 Product Substitution Procedures Procedures for requesting substitutions of materials products equipment and systems 14 DEFINITIONS A Request for Interpretation A document submitted by the Contractor requesting clarification of a portion of the Contract Documents hereinafter referred to as an RFI 15 CSONTRACTOR REQUESTS FOR INTERPRETATION RFIs A Csontractor Requests for Interpretation RFIs Should Contractor be unable to determine from the Contract Documents the exact material process or system to be installed or when the elements of construction are required to occupy the same space interference or when an item of Work is described differently at more than one place in the Contract Documents the Contractor shall request that the Architect make an interpretation of the requirements of the Contract Documents to resolve such matters Contractor shall comply with procedures specified herein to make Requests for Interpretation RFIs B Submission of RFIs RFIs shall be prepared and submitted on a form provided by Csity Representative Forms shall be completely filled in and if prepared by hand shall be fully legible after copying by xerographic process 2 Each RFI shall be given a discrete consecutive number HVAC REPLACEMENT PROJECT REQUESTS FOR INTERPRETATION RFI ROSEMEAD COMMUNITY RECREATION CENTER 013401 3 Each page of the RFI and each attachments to the RFI shall bear the project name project number date RFI number and a descriptive title 4 Contractor shall sign all RFIs attesting to good faith effort to determine from the Contract Documents the information requested for interpretation Frivolous RFIs shall be subject reimbursement from Contractor to City for fees charged by Architect Asrchitect consultants and other design professionals engaged by the City C Subcontractor Initiated and SupplierInitiated RFIs RFIs from subcontractors and material suppliers shall be submitted through be reviewed by and be attached to an RFI prepared signed and submitted by Contractor RFIs submitted directly by subcontractors or material suppliers will be returned unanswered to the Contractor 1 Contractor shall review all subcontractor and supplierinitiated RFIs and take actions to resolve issues of coordination sequencing and layout of the Work 2 RFIs submitted to request clarification of issues related to means methods techniques and sequences of construction or for establishing trade jurisdictions and scopes of subcontracts will be returned without interpretation Such issues are solely the Csontractor responsibility 3 Contractor shall be responsible for delays resulting from the necessity to resubmit an RFI due to insufficient or incorrect information presented in the RFI D Requested Information Contractor shall carefully study the Contract Documents to ensure that information sufficient for interpretation of requirements of the Contract Documents is not included RFIs that request interpretation of requirements clearly indicated in the Contract Documents will be returned without interpretation In all cases in which RFIs are issued to request clarification of issues related to means methods techniques and sequences of construction for example pipe and duct routing clearances specific locations of Work shown diagrammatically apparent interferences and similar items the Contractor shall furnish all information required for the Architect or Csity Representative to analyze andor understand the circumstances causing the RFI and prepare a clarification or direction as to how the Contractor shall proceed 2 If information included with this type RFI by the Contractor is insufficient the RFI will be returned unanswered E Unacceptable Uses for RFIs RFIs shall not be used for the following purposes 1 To request approval of submittals use procedure specified in Section 01330 Submittals Procedures 2 To request approval of substitutions referto Section 01630 Product Substitution Procedures 3 To request changes that entail change in Contract Time and Contract Sum comply with provisions of the Contract General Conditions as discussed in detail during preconstruction meeting 4 To request different methods of performing Work than those indicated in the HVAC REPLACEMENT PROJECT REQUESTS FOR INTERPRETATION RFI ROSEMEAD COMMUNITY RECREATION CENTER 013402 Contract Drawings and Specifications comply with provisions of the Contract General Conditions F Disputed Requirements In the event the Contractor believes that a clarification by the Csity Representative results in additional cost or time Contractor shall not proceed with the Work indicated by the RFI until authorized to proceed by the Csity Representative and claims if any are resolved in accordance with provisions in the Contract General Conditions G RFI Log Contractor shall prepare and maintain a log of RFIs and at any time requested by the Csity Representative the Contractor shall furnish copies of the log showing all outstanding RFIs H Review Time Architect will return RFIs to Contractor and Csity Representative within 7 working days of receipt RFIs received after 0102 noon shall be considered received on the next regular working day for the purpose of establishing the start of the 7work day response period PART2 PRODUCTS Not Applicable to this Section PART 3 EXECUTION Not Applicable to this Section END OF SECTION HVAC REPLACEMENT PROJECT REQUESTS FOR INTERPRETATION RFI ROSEMEAD COMMUNITY RECREATION CENTER 013403 SECTION 01330 SUBMITTALS PROCEDURES PART GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 SECTION INCLUDES A Administrative requirements for shop drawings product data and samples submittals B Administrative requirements for submittals reporting results of tests and inspections during field Work C Csontractor review of submittals D Asrchitect review of submittals E Product data submittals F Shop drawing submittals G Sample submittals H Reports of results of tests and inspections 13 RELATED SECTIONS A Section 01321 Construction Progress Schedules Submittals Schedule B Section 01450 Quality Control Test and inspection reports C Section 01770 Contract Closeout Procedures Submittals for occupancy Acceptance and Final Payment D Section 01783 Operation and Maintenance Data Requirements for preparation and submission of operation and maintenance data 14 DEFINITIONS A Shop Drawings Product Data and Samples Instruments prepared and submitted by Contractor for Csontractor benefit to communicate to Architect the Csontractor understanding of the design intent for review and comment by Architect on the conformance of the submitted information to the general intent of the design Shop drawings product data and samples are not Contract Documents B Shop Drawings Drawings diagrams schedules and illustrations with related notes specially prepared for the Work of the Contract to illustrate a portion of the Work HVAC REPLACEMENT PROJECT SUBMITTALS PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 013301 C Product Data Standard published information catalog cuts and specially prepared data for the Work of the Contract including standard illustrations schedules brochures diagrams performance charts instructions and other information to illustrate a portion of the Work Samples Physical examples that demonstrate the materials finishes features workmanship and other characteristics of a portion of the Work Accepted samples shall serve as quality basis for evaluating the Work E Other Submittals Technical data test reports calculations surveys certifications special warranties and guarantees operation and maintenance data extra stock and other submitted information and products shall also be not be considered to Contract Documents but shall be information from Contractor to Architect to illustrate a portion of the Work for confirmation of understanding of design intent 15 ADMINISTRATIVE REQUIREMENTS A Administrative Requirements for Submittals Submittals shall be made in accordance with requirements specified herein and in Division 2 through 16 Sections of the Specifications See also Article 5 of the Contract General Conditions for additional requirements especially those regarding requests for alternatives or equals and for substitutions Contractor Coordination of Submittals Coordinate preparation and processing of submittals with performance of construction activities Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay Coordinate each submittal with fabrication purchasing testing delivery other submittals and related activities that require sequential activity Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination a The Architect will return without action submittals requiring coordination with other submittals until related submittals are coordinated Transmission of Submittals Package each submittal appropriately for shipping and handling Transmit all submittals from Contractor to Architect unless otherwise directed using a transmittal form Submittals received from sources other than the Contractor will be returned without action Include all information specified below for identification of submittal and for monitoring of review process E Timing of Submittals Make submittals sufficiently in advance of construction activities to allow shipping handling and review by the Architect and Asrchitect consultants Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals including time for resubmittals See Contract General Conditions and Supplementary General Conditions for additional requirements 2 If an intermediate submittal is necessary process the same as the initial submittal HVAC REPLACEMENT PROJECT SUBMITTALS PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 013302 3 No extension of Contract Time will be authorized because of failure to transmit submittals to the Architect sufficiently in advance of the Work to permit processing D Submittals Identification Provide a space approximately 4inches by 5inches on the label or beside the title block on Shop Drawings to record the Csontractor review and approval markings and the action taken Include the following information on the label for processing and recording action taken a Project name number b Submission date C Name and address of Architect d Name and address of Contractor e Name and address of subcontractor f Name and address of supplier g Name of manufacturer h Number and title of appropriate Specification Section I Drawing number and detail references as appropriate 2 Identify each element on submittal by reference to Drawing sheet number detail schedule room number assembly or equipment number Specifications article and paragraph and other pertinent information to clearly correlate submittal with Contract Drawings On the submittal transmittal form or separate sheet record deviations from Contract Document requirements including minor variations and limitations Include Csontractor certification that information submitted complies with requirements of the Contract Document 3 Identify each submittal by Specification Section number followed by a number indicating sequential submittal for that Section Resubmittals shall use same number as original submittal followed by a letter indicating sequential resubmittal 092501 First submittal for Section 09250 Gypsum Board 092502 Second submittal for Section 09250 Gypsum Board 092502A Resubmittal of second submittal for Section 09250 Gypsum Board 09250213 Second resubmittal of second submittal for Section 09250 Gypsum Board 4 Place a permanent label or title block on each submittal for identification Indicate the name of the entity that prepared each submittal on the label or title block E Grouping of Submittals Unless otherwise specifically permitted by the Architect make all submittals in groups containing all associated items The Architect may reject partial submittals as incomplete or hold them until related submittals are made Unsolicited Submittals Unsolicited submittals may be returned unreviewed HVAC REPLACEMENT PROJECT SUBMITTALS PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 093303 G Record Submittals When record submittals are specified submit three copies or sets only Record submittals will not be reviewed but will be retained for historical and maintenance purposes 16 SUBMITTALS SCHEDULE A Submittals Schedule As specified in Section 01321 Construction Progress Schedules 17 CSONTRACTOR REVIEW OF SUBMITTALS A Csontractor Review of Submittals Prior to submission to Architect for review Contractor shall review each submittal for completeness and conformance to specified requirements Contractor shall stamp each submittal with a review action stamp and sign each copy of submittal Submittals without stamp and signature will be returned unreviewed Csontractor submittal action stamp shall certify the following actions by Contractor 1 Field measurements have been determined and verified 2 Conformance with requirements of Contract Drawings and Specifications is confirmed 3 Catalog numbers and similar data are correct 4 Work being performed by various subcontractors and trades is coordinated 5 5 Field construction criteria have been verified including confirmation that information submitted has been coordinated with the work being performed by others for City and actual site conditions 6 All deviations from requirements of Drawings and Specifications have been identified and noted B Changes in Work Changes in the Work shall not be authorized by submittals review actions No review action implicit or explicit shall be interpreted to authorized changes in the Work Changes shall only be authorized by separate written direction in accordance with the Contract General Conditions 18 REVIEW OF SUBMITTALS BY CSITY REPRESENTATIVE AND ARCHITECT A Review of Submittals by Oswner Representative and Architect Submittals shall be a communication aid between Contractor and Architect by which interpretation of Contract Documents requirements may be confirmed in advance of construction 1 Reviews by Oswner Representative Architect and Asrchitect consultants shall be only for general conformance with the design concept of the Project and general compliance with the information given in the Drawings and Specifications 2 Except for submittals for record information or similar purposes where action and return is required or requested the Architect will review each submittal mark to indicate action taken and return promptly B Review Action Architect will stamp each submittal with a uniform self explanatory action stamp Stamp will be appropriately marked as follows to indicate the action taken HVAC REPLACEMENT PROJECT SUBMITTALS PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 013304 Final Unrestricted Release Where submittals are marked Approved that part of the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents final acceptance will depend upon that compliance Final But Restricted Release When submittals are marked Approved as Noted that part of the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract Documents final acceptance will depend on that compliance 3 Returned for Resubmittal When submittal is marked Not Approved Revise and Resubmit do not proceed with that part of the Work covered by the submittal including purchasing fabrication delivery or other activity Revise or prepare a new submittal in accordance with the notations resubmit without delay Repeat if necessary to obtain a different action mark a Do not permit submittals marked Not Approved Revise and Resubmit to be used at the Project site or elsewhere where Work is in progress progress b Note Any work performed prior to receiving a fully approved submittal shall be done at the Csontractor risk and shall be subject to being replaced if Contract requirements are not met C Contract Requirements Review actions by Architect and Asrchitect consultants shall not relieve the Contractor from compliance with requirements of the Contract Drawings and Specifications No review action implicit or explicit shall be interpreted to authorize changes in the Work Changes shall only be authorized by separate written Change Order or Field Instruction in accordance with the Contract General Conditions 19 PRODUCT DATA SUBMITTALS A Product Data Catalog cuts photographs illustrations standard details standard schedules performance charts material characteristics color and pattern charts test data roughing in diagrams and templates standard wiring diagrams and performance curves and listings by Code authorities and nationally recognized testing and inspection services Where product data must be specially prepared because standard printed data is not suitable for use submit according to requirements for shop drawings specified below B Modifications to Standard Product Data Modify msanufacturer standard catalog data to indicate precise conditions of the Project 1 Provide space for review action stamps and if required by authorities having jurisdiction license seal of Architect and Asrchitect design consultant if applicable 2 Mark each copy to show applicable choices and options Where printed product data includes information on several products some of which are not required mark copies to highlight applicable information HVAC REPLACEMENT PROJECT SUBMITTALS PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 013305 3 Include the following information Msanufacturer printed recommendations Compliance with recognized trade association standards Compliance with recognized testing agency standards Application of testing agency labels and seals Notation of dimensions verified by field measurement Notation of coordination requirements 4 Do not submit product data until compliance with requirements of the Contract Documents has been confirmed 5 Proceed with installation only using reviewed copy of product data Do not permit use of unmarked copies of product data in connection with construction C Copies Submit 6 copies minimum of original catalog pages or xerographic copies only with applicable data highlighted and cross referenced to Drawings and Specifications requirements Wet process and thermal paper copies will not be acceptable Distribution of product data submittals shall be 1 Architect One copy 2 Asrchitect consultant One copy 3 Csity Representative One copy 4 Project Inspector One copy 4 Contractor Two copies 110 SHOP SHOP DRAWINGS SUBMITTALS A Shop Drawings Drawings diagrams schedules and other graphic depictions to illustrate fabrication and installation of a portion of the Work Shop Drawings shall include fabrication and installation drawings setting diagrams schedules patterns templates and similar drawings Include the following information 1 Identification of products and materials included 2 Compliance with referenced standards 3 Notation of coordination requirements 4 Dimensions 5 Notation of dimensions established by field measurement B Coordination Show all field dimensions and relationships to adjacent or critical features of Work C Preparation of Shop Drawings Prepare and submit newly prepared information drawn to accurate scale Highlight encircle or otherwise indicate deviations from the Contract Documents Do not reproduce Contract Documents or copy standard information as the HVAC REPLACEMENT PROJECT SUBMITTALS PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 093306 basis of Shop Drawings Standard information prepared without specific reference to the Project is not considered Shop Drawings 1 Provide space for review action stamps and if required by governing authorities having jurisdiction license seal of Architect and Asrchitect design consultant if applicable 2 Prepare shop drawings on minimum sheet size of 17inches by 22inches or smaller if a multiple of 812inches by 11inches Maximum size shall be 30 inches by 42inches 3 Except as noted in product Specifications Sections submit one correctable translucent reproducible print and six blue or blackline prints of shop drawings The reproducible and one print will be returned after review 4 Do not use Shop Drawings without an appropriate final review stamp indicating action taken in connection with construction D Distribution of Reviewed Shop Drawings Distribution of reviewed shop drawings will be by Architect 1 Architect One copy 2 Asrchitect consultant One copy 3 Csity Representative One copy 4 Project Inspector One copy 5 Contractor Two copies 111 SAMPLES SUBMITTALS A Samples Fullsize fullyfabricated samples cured and finished as specified and physically identical with the material or product proposed Samples shall include partial sections of manufactured or fabricated components cuts or containers of materials color range sets and swatches showing color texture and pattern 1 Mount display or package Samples in the manner specified to facilitate review of qualities indicated Prepare Samples to include the following Generic description of the Sample Sample source Product name or name of manufacturer Compliance with recognized standards Availability and delivery time 2 Submit Samples for review of kind color pattern and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between the final submittal and the actual component as delivered and installed 3 Submit actual samples Photographic or printed reproductions will not be accepted HVAC REPLACEMENT PROJECT SUBMITTALS PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 013307 4 Field samples specified in individual Sections are special types of samples Field samples shall be fullsize examples erected on site to illustrate finishes coatings or finish materials and to establish the standard by which the Work will be evaluated B Preliminary or Selection Submittals Where samples are for selection of color pattern texture or similar characteristics from a range of standard choices submit full set of choices for the specified material or product 1 Preliminary submittals will be reviewed and returned with the Asrchitect mark indicating selection and other action C Quantity Except for samples illustrating assembly details workmanship fabrication techniques connections operation and similar characteristics submit 3 sets One sample will be returned marked with the action taken 1 Maintain sets of samples as returned at the Project site for quality comparisons throughout the course of construction 2 Unless otherwise noted fullsize and complete samples will be returned and may be incorporated into field mockups Samples may be incorporated into the Work completed construction only with written approval of the Architect 3 Other samples shall be produced and mounted on cardstock in 812by 11 format three hole punched and suitable for inclusion in product sample binders Contractor shall provide binders as directed 4 Contractor shall prepare and distribute additional samples to subcontractors manufacturers fabricators suppliers installers and others as necessary for performance of the Work D Color Samples Architect will review and select colors for Project only after all colors are received so that colors may be properly coordinated 112 MSANUFACTURER INSTRUCTIONS A Msanufacturer Instructions Submit msanufacturer instructions for preparation mixing assembly handling application and installation of products as applicable and as specified in product Sections of the Specifications 1 Include applicable ICBO ES Evaluation Reports Evaluation Reports shall be current and shall be annotated for applicable products 2 Include applicable Material Safety Data Sheets for Project record only 3 Include written recommendations as applicable from manufacturer for Project conditions B Copies Submit six copies minimum Distribution will be Csity Representative One copy HVAC REPLACEMENT PROJECT SUBMITTALS PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 013308 2 Architect One copy 3 Asrchitect consultant One copy 4 Project Inspector One copy 5 Contractor As necessary retained by Contractor 6 Reviews by Architect and Oswner Representative Msanufacturer instructions shall be for information and will not be reviewed by Architect or Csity Representative 113 REPORTS OF RESULTS OF INSPECTIONS AND TESTS A Reports of Results of Inspections and Tests Submit technical data test reports calculations surveys and certifications based on field tests and inspections by independent inspection and testing agency and by authorities having jurisdiction Reports of results of inspections and tests shall not be considered Contract Documents 2 Refer to Section 01450 Quality Control for additional requirements 114 OPERATION AND MAINTENANCE DATA SUBMITTALS A Operation and Maintenance Data Submittals Refer to requirements specified in Section 01783 Operation and Maintenance Data Include operation and maintenance data submittals in Submittals Schedule Refer to Section 01321 Construction Progress Schedules PART 2 PRODUCTS Not applicable to this Section PART 3 EXECUTION Not applicable to this Section END OF SECTION HVAC REPLACEMENT PROJECT SUBMITTALS PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 093309 SECTION 01312 PROJECT MEETINGS PART GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 REQUIREMENTS INCLUDED A Preconstruction conference B Construction progress meetings 13 RELATED REQUIREMENTS A Section 01450 Quality Control General requirements for construction quality to be reviewed at construction progress meetings B Section 01321 Construction Progress Schedules General requirements for construction progress schedules to be reviewed at construction progress meetings C Section 01321 Construction Progress Reports General requirements for construction progress reports to be reviewed at construction progress meetings D Section 01330 Submittals Procedures Status of submittals to be reviewed at construction progress meetings E Section 01770 Contract Closeout Procedures Contract closeout meeting 14 PRE CONSTRUCTION CONFERENCE A PreConstruction Conference Oswner Representative will administer a pre construction conference immediately prior to Contractor mobilization onto the project site 1 Representatives of the Contractor Architect and Asrchitect Consultants and owner representive as appropriate will be attend 2 Contractor and major subcontractors as appropriate shall attend B Schedule Schedule preconstruction conference within 5 days of construction start date established in the Notice to Proceed C Location Pre construction conference will be held at a location as directed by the Oswner Representative D Site Mobilization Meeting Csity Representative will administer site mobilization meeting for clarification of responsibilities of City Architect and Contractor in use of site and for HVAC REPLACEMENT PROJECT PROJECT MEETINGS ROSEMEAD COMMUNITY RECREATION CENTER 013121 review of Contract administration E Schedule Site mobilization meeting shall immediately prior to Csontractor move onto site unless otherwise directed by Csity Representative F Location At Project site unless otherwise directed G Agenda Site mobilization meeting shall cover the following topics as a minimum 1 Special Project Procedures Site access restrictions if any and requirements to avoid disruption of operations at adjoining facilities Present Csity requirements for use of premises 2 Designation of Key Personnel Contractor shall designate key personnel and provide a name and address list which includes the following a Contractor Project Manager and Superintendent b Major subcontractors PrincipalProject Manager and Superintendent C Major materials suppliers Contact person 3 Subcontractors List Distribute and discuss list of subcontractors and suppliers 4 Coordination Review requirements for Csontractor coordination ofWork Review sequence and schedule for work being performed for City under separate contracts Discuss coordination of construction to minimize impacts on continuing City operations 5 Project Communication Procedures Review requirements and administrative requirements for written and oral communications 6 Construction Schedule Distribute and discuss initial construction schedule and critical work sequencing of major elements of Work including coordination of OwnerFurnishedContractor Installed OFCI products and work under separate contracts by serving utility agencies and companies and City 7 Safety Program Review requirements for Contractor to develop and implement safety program in compliance with Contract General Conditions 8 Site Access by Csity Representative and Architect Review requirements and administrative procedures Contractor may wish to institute for identification and reporting purposes 9 Permits and Fees Review Contract requirements and review schedule and process for obtaining permits and paying fees 10 Construction Facilities Designate storage and staging areas construction office areas and parking areas and review site access requirements 11 Temporary Utilities Requirements for establishing and paying for temporary water power lighting and other utility services during construction including metering and allowances Refer to Section 01510 Temporary Utilities 12 Construction Progress Schedules Review requirements for preparation and updating of construction progress and submittals schedules HVAC REPLACEMENT PROJECT PROJECT MEETINGS ROSEMEAD COMMUNITY RECREATION CENTER 013122 13 Payment Procedures Review requirements for preparation and submission of applications for progress payments and for final payment 14 Change Procedures Review requirements and administrative procedures for Change Orders Field Instructions and Csontractor Requests for Interpretation RFI 15 Submittals Administration Review administrative procedures for shop drawings product data and samples submittals and review of preliminary Submittals Schedule 16 Materials and Equipment Review substitution requirements review schedule for major equipment purchases and deliveries review materials and equipment to be provided by City OFCI products 17 Testing and Inspection Review tests and inspections to be performed by the following a Independent testing and inspection agency b Manufacturers and installers C Serving utilities and public agencies d Authorities having jurisdiction 18 Operation and Maintenance Data Format and content of operation and maintenance manuals Refer to Section 01783 Operation and Maintenance Data 19 Instruction of Csity Personnel Review requirements and scheduling of instruction of personnel 20 Starting and Adjusting Procedures Review requirements of starting and adjusting operating components 21 Project Record Documents Review requirements and procedures for preparing reviewing and submitting project record drawings and specifications 22 Construction Cleaning Review requirements for progress and final cleaning 23 Closeout Procedures including procedures for filing of Notice of Completion final payment and submittals 15 CONSTRUCTION PROGRESS MEETINGS A Construction Progress Meetings Meetings will be held to review progress and quality of construction The essence of the discussion of each meeting shall be entered into the written record minutes of the meeting B Schedule Construction progress meetings shall be weekly throughout progress of the Work Frequency shall be as determined necessary for progress of Work C Administration Contractor shall make physical arrangements for meetings Contractor will prepare agenda with copies for participants preside at meetings record minutes and distribute copies within two working days toCsity Representative Architect participants and those affected by decisions made at meetings Each discussion item at construction progress meetings shall be numerically identified and carried through subsequent meeting HVAC REPLACEMENT PROJECT PROJECT MEETINGS ROSEMEAD COMMUNITY RECREATION CENTER 013123 minutes until resolved D Attendance Csontractor project manager and jobsite superintendent shall attend each meeting Csontractor subcontractors and suppliers may attend as appropriate to subject under discussion Oswner Representative will attend each meeting Architect and Asrchitect consultants as appropriate to agenda topics for each meeting and as provided in CityArchitect Agreement will also attend E Suggested Agenda for Each Construction Progress Meeting Meeting Minutes Review and correct if necessary minutes of previous meeting a Unless published minutes are challenged in writing prior to the next regularly scheduled progress meeting they will be accepted as properly stating the activities and decisions of the meeting b Persons challenging published minutes shall reproduce and distribute copies of the challenge to all indicated recipients of the particular set of minutes C Challenge to minutes shall be settled as priority portions of old business at the next regularly scheduled meeting 2 Progress of the Work Since last meeting and proposed progress a Identify potential problems which might impede progress b Develop corrective measures and procedures including but not necessarily limited to additional manloading to regain planned schedule C Review threeweek look ahead construction schedule including identification of conflicts and delays 3 Ordering Status Review status of longlead time equipment and materials delivery affecting construction progress 4 RFI Status Review status of Requests for Interpretation RFI status 5 Submittals Status Review shop drawings product data and samples submission and review status 6 Contract Modifications Pending Change Orders and Field Orders Review status of proposed substitutions 7 Old Business Active discussion topics carried over from previous meetings 8 New Business New topics of discussion affecting construction progress and quality 9 Quality Control Review maintenance of quality standards and identification of non conforming Work including proposed remedial measures to to be taken by Contractor 10 Project Record Documents Status of project record drawings and specifications HVAC REPLACEMENT PROJECT PROJECT MEETINGS ROSEMEAD COMMUNITY RECREATION CENTER 093924 11 Environmental and Safety Issues 12 Other items affecting progress and quality of the Work Meeting Time and Location As mutually agreed by Oswner Representative and Contractor at onsite location G Special Meetings As necessary the Oswner Representative may convene special meetings to discuss specific construction issues in detail and to plan specific activities 46 PRE INSTALLATION CONFERENCES A Pre Installation Conferences When specified in individual product specification Sections convene a pre installation conference prior to commencing Work specified in individual product Sections Require attendance by representatives of firms whose activities directly affect or are affected by Work specified in the Section 2 Review conditions of installation preparation and installation procedures and coordination with related Work and work under separate contracts 17 CONTRACT COMPLETION MEETING A Contract Closeout Meeting As specified in Section 01770 Contract Closeout Procedures PART2 PRODUCTS Not applicable to this this Section PART 3 EXECUTION Not applicable to this Section END OF SECTION HVAC REPLACEMENT PROJECT PROJECT MEETINGS ROSEMEAD COMMUNITY RECREATION CENTER 013125 SECTION 01321 CONSTRUCTION PROGRESS SCHEDULES PART 1 GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 1 SECTION INCLUDES A Requirements for Construction Schedule for monitoring and reporting progress of construction B Requirements for Submittals Schedule for monitoring and reporting status of submittals of product data shop drawings samples and reports of quality control activities 13 RELATED SECTIONS A Section 01100 Summary of the Work Summary of multiple prime contracts for preparing a combined Csontractor Construction Schedule B Section 01330 Submittals Procedures General requirements for submittals to be included in Submittals Schedule Section 01450 Quality Control Submission of schedule of tests and inspections 14 DEFINITIONS A Activity A discrete part of a project that can be identified for planning scheduling monitoring and controlling the construction construction project Activities included in a construction schedule consume time and resources 1 Critical activities are activities on the critical path They must start and finish on the planned early start and finish times 2 Predecessor activity is an activity that must be completed before a given activity can be started B CPM Critical path method which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships Network calculations determine when activities can be performed and the critical path of Project C Critical Path The longest continuous chain of activities through the network schedule that establishes the minimum overall Project duration and contains no float D Event The starting or ending point of an activity E Float The measure of leeway in starting and completing an activity 1 Float time is not for the exclusive use or benefit of either City or Contractor but is HVAC REPLACEMENT PROJECT CONSTRUCTION PROGRESS SCHEDULES ROSEMEAD COMMUNITY RECREATION CENTER 013211 a jointly owned expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date 2 Free float is the amount of time an activity can be delayed without adversely affecting the early start of the following activity Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date 12131415 F Fragnet A partial or fragmentary network that breaks down activities into smaller activities for greater detail G Major Area A story of construction a separate building or a similar significant construction element H Milestone A key or critical point in time for reference or measurement SUBMITTALS A Submittals Schedule Submit minimum of three copies of schedule B Csontractor Construction Schedule Submit two printed copies of initial schedule large enough to show entire schedule for entire construction period Not Used COORDINATION A Schedules Coordination General Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors REVIEWS BY OSWNER REPRESENTATIVE A Reviews by Oswner Representative Review by Oswner Representative will be to ascertain the general status of construction and shall not be interpreted to establish or approve the means methods techniques and sequences of construction REVIEW BY CONTRACTOR A Reviews by Contractor All schedules shall be reviewed and approved by Contractor prior to submission for review by Oswner Representative B Changes and Deviations Identify all deviations from requirements of Contract Drawings and Contract Specifications 1 Changes in the Work shall not be authorized by submittals review actions 2 No review action implicit or explicit shall be interpreted to authorized changes in the Work HVAC REPLACEMENT PROJECT CONSTRUCTION PROGRESS SCHEDULES ROSEMEAD COMMUNITY RECREATION CENTER 013212 3 PART2 PRODUCTS Changes shall only be authorized by separate written Change Order or Construction Change Directive PART 3 EXECUTION 13 CSONTRACTOR CONSTRUCTION SCHEDULE A Csontractor Construction Schedule Updating At monthly intervals update schedule to reflect actual construction progress and activities Issue schedule one week before each regularly scheduled progress meeting Revise schedule immediately after each meeting or other activity where revisions have been recognized or made Issue updated schedule concurrently with the report of each such meeting B Distribution Distribute copies of approved schedule to Csity Representative and Architect Project Inspector Testing Laboratory and other parties identified by Contractor with a need toknow schedule responsibility When revisions are made distribute updated schedules to the same parties and post in the same locations Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities END OF SECTION HVAC REPLACEMENT PROJECT CONSTRUCTION PROGRESS SCHEDULES ROSEMEAD COMMUNITY RECREATION CENTER 013213 SECTION 01230 ALTERNATE BID PROCEDURES PART 1 GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 SECTION INCLUDES A Requirements and descriptions for products and scopes of Work identified as Alternate Bid in the Drawings and Specifications and listed as Alternate Bids on the Bid Form 13 RELATED DOCUMENTS AND SECTIONS B Division 2 through Division 16 Refer to product Specification Sections indicated in Alternate Bid descriptions and as may be affected by alternate products and scope descriptions 14 GENERAL REQUIREMENTS FOR ALTERNATES A To enable the Owner to compare total costs where alternate materials and methods might be used or where scope of Work might be altered Alternate Work items have been established as described in this Section Unless otherwise specifically provided the work described in Alternatives shall be completed with no increase in Contract Contract Time B Contract Sum included in Base Bid and as stated in executed Agreement shall include all costs for Work described in Contract Documents C Contract Sum shall include all necessary provisions for Work described in alternates whether or not Alternates are accepted Base Bid specifications shall govern Work of alternates unless otherwise specified D Bid Form or other means prescribed for submission of proposed cost of Work shall include line items for each Alternate described in this Section No Alternates other than as described in this Section shall be submitted except in accordance with product options and substitutions provisions specified in Section 01610 Basic Product Requirements E Each Alternate is identified herein by number This identification shall be used whenever referring to Work described in Alternate and when submitting cost proposals and payment requests F Alternative construction described in Alternates and revised scopes of Work shall be performed only when such Alternate is made made a part of the Work by specific provision in the CityContractor Agreement if selected by Owner prior to execution of the Agreement or by Change Order or Change Directive if selected subsequent to execution of the Agreement HVAC REPLACEMENT PROJECT ALTERNATE BID PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 012301 G Costs for Alternates shall be valid for no less than 60 calendar days from Notice to Proceed date and University may select any or all Alternates during that time Once an Alternate is selected and the Contract modified for Work as described in the Alternate changes to return to original scope of Work will be made only by Change Order or Change Directive in accordance with provisions of the Contract General Conditions for changes and Section 01250 Contract Modification Procedures 15 PRODUCTS AND EXECUTION A If Owner elects to proceed on the basis of one or more of the described Alternates Contractor shall make all modifications to Work as required to provide products complete in place and fully functional including all labor equipment services and incidental consumables necessary to apply install and finish Work described in Alternate in accordance with requirements specified in related product Sections of these Specifications B Cost for Alternates shall be complete and include all net increases and decreases in Contract Sum for Work described in Alternate and for all changes in related Work No claims for additional costs to University will be honored other than as stated in cost proposal for each Alternate 16 ALTERNATES A Add Alternate Bid No 1 Replace entire roofing with PVC Thermoplastic Membrane Roofing mechanically applied As detailed on Drawings ALT101 ALT102 ALT103 ALT201 ALT202 PART2 PRODUCTS Not Applicable to this Section PART 3 EXECUTION Not Applicable to this Section END OF SECTION HVAC REPLACEMENT PROJECT ALTERNATE BID PROCEDURES ROSEMEAD COMMUNITY RECREATION CENTER 012302 SECTION 01100 SUMMARY OF THE WORK PART 1 GENERAL 1 RELATED DOCUMENTS A Drawings and general provisions of the Contract including Contract General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 12 WORK INCLUDED IN THE CONTRACT A Work Included in the Contract All construction and services required for the Replacement of nine 9 Packaged Rooftop Units and all the auxiliary components including the following 1 Demolition 2 Installation of new mechanical equipment 3 Structural modifications at HVAC units 4 Electrical work 5 Patching of roofing 6 Patching painting as required for installation of new work 7 Asbestos and Lead Paint abatement 8 Additional general information concerning the Project is provided on the Architectural Drawings 13 PERMITS LICENSES AND FEES A Licenses Contractor shall obtain and pay all licenses associated with construction activities such as business licenses contractors licenses and vehicle and equipment licenses All costs for licenses shall shall be included in the Contract Sum 14 WORK BY OTHERS A The CsONTRACTOR attention is directed to the fact that other contractors may conduct work at the site during the performance of the work under this or another contract The CONTRACTOR shall conduct its operations so as to cause a minimum of interference with the work of such other contractors and shall cooperate fully with such contractors to provide continued safe access to their respective portions of the site as required to perform work under their respective contracts B Interference With Work On Utilities The CONTRACTOR shall cooperate fully with all utility forces of the CITY or forces of other public or private agencies engaged in the relocation altering or otherwise rearranging of any facilities which interfere with the HVAC REPLACEMENT PROJECT SUMMARY OF THE WORK ROSEMEAD COMMUNITY RECREATION CENTER 011001 progress of the work and shall schedule the work so as to minimize interference with said relocation altering or other rearranging of facilities 15 CONTRACTOR USE OF PROJECT SITE A The CsONTRACTOR use of the project site shall be limited to its construction operations including but not limited to onsite storage of materials onsite fabrication facilities and field offices CONTRACTOR will only be allowed to use designated portions of the surrounding parking lot and facilities for construction operations or vehicle parking liNifibl9i7p1i1111xitltR A The CITY may utilize all or part of the site and existing facilities during the entire period of construction to conduct normal operations The CONTRACTOR shall cooperate and coordinate with the CITY REPRESENTATIVE to facilitate the CsITY operations and to minimize interference with the CsONTRACTOR operations at the same time In any event the CITY shall be allowed access to the project site during the period of construction 17 PERFORMANCE SPECIFICATION AND CONTRACTOR DESIGNED WORK A Work under this Contract may be specified by a combination of descriptive performance reference standard and proprietary specifications In the event of conflict between any of the various specification methods used to specify a single item the order of precedence shall be the order in which the methods are listed in the preceding sentence The terms used to describe types of Specifications are taken from the Construction Specification Institute Handbook of Practice PART2 PRODUCTS Not Applicable to this Section PART 3 EXECUTION Not Applicable to this Section lyIPlZlx HVAC REPLACEMENT PROJECT SUMMARY OF THE WORK ROSEMEAD COMMUNITY RECREATION CENTER 011002 Replacement of HVAC Units Roof Ductwork Components For Rosemead Community PROJECT No 31002 PART SPECIFICATIONS TECHNICAL MOM Rosemead Community Recreation Center PROJECT No 31002 TABLE OF CONTENTS DIVISION 01 GENERAL REQUIREMENTS 01100 SUMMARY 01230 ALTERNATE BID PROCEDURES 01312 PROJECT MEETINGS 01321 CONSTRUCTION PROGRESS SCHEDULES 01330 SUBMITTALS PROCEDURES 01340 REQUESTS FOR INFORMATION RFI 01360 CUTTING PATCHING 01450 QUALITY CONTROL 01505 PROJECT WASTE MANAGEMENT 01510 TEMPORARY UTILITIES 01560 TEMPORARY BARRIERS AND ENCLOSURES 01580 PROJECT IDENTIFICATION AND SIGNAGE 01610 BASIC PRODUCT REQUIREMENTS 01630 PRODUCT SUBSTITUTION PROCEDURES 01770 CONTRACT CLOSEOUT PROCEDURES 01783 OPERATION AND MAINTENANCE DATA 01785 PRODUCT WARRANTIES AND BONDS 01789 PROJECT RECORD DOCUMENTS 01630 SUBSTITUTIONS AND PRODUCT OPTIONS 02050 DEMOLITION DIVISION 06 WOODS PLASTIC ULYiUUiD70RIM DIVISION 07 THERMAL MOISTURE PROTECTION 07140 FLUID APPLIED ROOFING 07274 FIRESTOPPING JOINT SEALERS 07546 SINGLE PLY PVC MECHANICALLYATTACHED 07600 FLASHING AND SHEET METAL 07920 JOINT SEALANTS I1TInemt10i 1CHA 15010 BASIC MECHANICAL REQUIREMENTS HVAC REPLACEMENT PROJECT TABLE OF CONTENTS ROSEMEAD COMMUNITY RECREATION CENTER TOC1 15047 IDENTIFICATION 15250 MECHANICAL INSULATION 15781 PACKAGED ROOFTOP AIR CONDITIONING UNIT 15890 DUCTWORK 15990 TESTING ADJUSTING AND BALANCING 15995 PROJECT COMPLETION DIVISION 16 ELECTRICAL 16050 BASIC ELECTRICAL MATERIALS METHODS 16110 CONDUIT 16120 WIRE CABLE 16130 BOXES 16180 ELECTRICAL CONNECTIONS FOR EQUIPMENT 16190 SUPPORTING DEVICES 16195 ELECTRICAL IDENTIFICATION 16440 DISCONNECT SWITCHES 16441 DISCONNECT SWITCHES INSTALLATION 16470 PANELBOARDS 16480 MOTOR CONTROL 16485 CONTACTORS HVAC REPLACEMENT PROJECT TABLE OF CONTENTS ROSEMEAD COMMUNITY RECREATION CENTER TOC2 r r Energy Efficiency and Conservation Block Grant Program EECBG Replacement of HVAC Units Roof Ductwork Components For Rosemead Community Recreation Center Rosemead Community Recreational Center 3936 N Muscatel Avenue Rosemead CA 91770 City of Rosemead Department of Public Works 8838 E Valley Blvd Rosemead California 91770 December 2011 ESSEL TECHNOLOGY SERVICES INC 564 Market Street Suite 518 San Francisco CA 94104 EcwsoswelmTwek Po Lei tad Cnomryuu Rer it c hel l Center 3936 KVmAve CONTENTS Survey Summary Section 1 Asbestos Survey Results Lead Based Paint Testing Results Introduction Section 2 Site Description Asbestos Survey Analysis Section 3 Methods Results Lead Based Paint Survey Analysis Section 4 Methods Results Discussion Recommendation Section 5 Asbestos Containing Materials Lead Containing Materials Applicable Standards Section 6 Survey Limitations Section 7 Signature Section 8 PLATES APPENDICES 1 Floor planSample Location Drawing 2 Roofing Sample Location 3 Dimensions A Analytical Data with Chain of Custody B Site Photographs Roseniuni Coming nayl2Confer 393 1 nAusCn El Ave SECTION 1 SURVEY SUMMARY ACM Survey Results Table I contains all materials that were found to be positive and Table 2 contains all materials that were found to be negative for asbestos The analytical results indicated that asbestos containing materials have been detected in the following materials Sample Homogeneous Description Asbestos Sample location Estimated MATERIAL CATEGO ID Materials Results quantity RY 08 HVAC Seam Roof HVAC Area 4 CH Roof Duct on Mastic Black South End Top 300 sq 09 HVAC Seam Roof HVAC Area 5CH Roof Duct on feet CAT II Mastic Black North End To 10 Roof and Black Roof and Black mastic 4CH Roof skylight 350 sq mastic penetration penetration south east feet CAT 1 13 Flashing Mastic Roof Flashing Mastic BGlraacyk BGlraacyk 2CH Lower Roof West 14 Flashing Mastic Roof Flashing Mastic 3 CH Upper Roof N 350 sq CAT 1 BGlraacyk BGlraacyk West feet Flashing Mastic Roof Flashing Mastic Lower Roof 15 Black Black 2 CH North 16 Stucco Stucco BGryorawyn 1CH North Overhang Gra Brown Center Stucco South West 17 GrayBrown Stucco GrayBrown 1CH Overhang Center Stucco 0200 sq 18 AN Stucco GrayBrown lCH feet BGrorBawrowynn Center 19 Stucco Stucco GrayBrown 1 CH Columns East BGrorawyn 20 Stucco Stucco GrayBrown 1CH Columns South BGrorawyn Center 49A 12x12 VFT Tan 12x12 VFT Tan 4 CH Custodian Closet East 49B 12x12 FTM Tan 12xl2 FTM Tan 8 CH Custodian Closet East 50B FTM Black Yellow FTM Black Yellow 3 CH Custodian 50 sq CAT II Closet West feet 51A 12x12 VFTLayer 1 12x12 VFTLayer 1 3CH Custodian Tan Tan Closet North 51 B FTM Black Yellow FTM Black Yellow 5 CH Custodian Closet North Floor Tile Layer 3 Kitchen Haliway 57D 150 sq Tan Floor Tile Layer 3 Tan 3 CH Outside Storage CAT II North fee FTM D FTM to 57D Kitchen Hallway 57E 150 sq gla lack Black 8 CH Outside Storage fee CAT II North FTM floor tile mastic VFT vinyl floor tile Rosai uxu Comr 2oc c fio i enter 3h9 iN Muscotd Ava TABLE 2 NON ASBESTOS CONTAINING MATERIALS Sample ID Homogeneous Materials Description Asbestos Sample location 01 Rolled Roofing Core Shingle Rolled Roofing Core Shingle ND North east lower roof 02 Rolled Roofing Core Shingle Rolled Roofing Core Shingle ND Lower roof center 03 Rolled Roofing Core Shingle Rolled Roofing Core Shingle ND Upper roof center NWcorner 04 Parapet Roof Core Parapet Roof Core ND WhiteBlack WhiteBlack Lower Roof N East 05 Parapet Roof Core Parapet Roof Core ND WhiteBlack WhiteBlack Lower Roof West O6 Parapet Roof Core Parapet Roof Core ND WhiteBlack WhiteBlack Lower Roof West 07 HVAC Seam Mastic Gray HVAC Seam Mastic Gray ND Roof Duct on West End Center 11 Roof Mastic Black Roof Mastic Black ND East Side of Roof at Pil2e Penetration 12 Penetration Mastic Black Penetration Mastic Black ND Lower Roof West Patched Area 21 2x2 Fissure Ceiling Tile White 2x2 Fissure Ceiling Tile White ND Interior Rm 3RR Bei a Beige Hallwa NW 22 2x2 Fissure Ceiling Tile White 2x2 Fissure Ceiling Tile White ND Interior Rm 3RR Bei e Beige Hallway Center 23 2x2 Fissure Ceiling Tile White 2x2 Fissure Ceiling Tile White ND Room 3 Restroom Beige Beige Hallway East 24 2x4 Fissure Ceiling Tile 2x4 Fissure Ceiling Tile ND Room 7South East Bei eWhite BWehigite 25 2x4 Fissure Ceiling Tile 2x4 Fissure Ceiling Tile ND Room 1West BeigeWhite BeigeWhite 26 2x4 Fissure Ceiling Tile 2x4 Fissure Ceiling Tile ND Room 6 North BWehigite Bei eWhite 27 2x4 Fissure Ceiling Tile 2x4 Fissure Ceiling Tile ND LoungeEast BWehigite BWehigite 28 2x4 Fissure Ceiling Tile 2x4 Fissure Ceiling Tile ND Room 8 North BWehigite BWehigite 29 Drywall Ceilings w Joint Drywall Ceilings w Joint ND White Room 3 Soffit Compound Compound East Drywall Ceilings w Joint Drywall Ceilings w Joint 30 Compound Compound ND Room 3 Storage White White North 31 Drywall Ceilings w Joint Drywall Ceilings w Joint White Compound Compound ND Kitchen Storage North East 32 Drywall Wall White Brown Drywall Wall White Brown ND South West Room 2 Room 2 33 Drywall Wall White Brown Drywall Wall White Brown ND LoungeSouth 34 Drywall Wall White Brown Drywall Wall White Brown ND Room 6North East Rosemcuc ommunty Reci anon Center 3936 N idviuscn Ave 35 Drywall Wall White Brown Drywall Wall White Brown ND Room 7South 36 Drywall Wall White Brown Drywall Wall White Brown ND Room 8 North 37A 12x12 VFT Brown 12x12 VFT Brown ND Room 8 North 37B FTM Yellow FTM Yellow ND Room 8 North 38A x1122 VFT Brown 12x12 VFT Brown ND Room 2ESCorner 38B FTM Lt Gray FTM Lt Gray ND Room 2SE Corner 39A 12x12 VFT Brown 12x12 VFT Brown ND Room 3SE Corner 39B FTM Lt Gray FTM Lt Gray ND Room 3SECorner 40A 12x12 VFT Beige 12x12 VFT Beige ND Room 7Storage South Center 40B FTM Yellow FTM Yellow ND Room 7Storage South Center 41A 12x12 VFT Beige 12x12 VFT Beige ND Room 7Classroom Area North 41 B FTM Yellow FTM Yellow ND Room 7Classroom Area North 42A 12x12 VFT Beige 12x12 VFT Beige ND Room 8South Center 42B FTM White FTM White ND Room 8South Center 43 Carpet Glue Yellow Carpet Glue Yellow ND Lounge South East 44 Carpet Glue Yellow Carpet Glue Yellow ND LoungeSouth West 45 Carpet Glue Yellow Carpet Glue Yellow ND Main Office South East 46A 16x16 VFT CA Gold 16x16 VFT CA Gold ND Reception Area North 46B FTM White FTM White ND Reception Area North Kitchen Hallway At 47A 16x16 VFT CA Gold 16x16 VFT CA Gold ND Entry From Main Lobby West FTM WhiteYellow FTM WhiteYellow Kitchen HallwayAt 4B7 ND Entry From Main Lobby West 48A 16x16 VFT CA Gold 16x16 VFT CA Gold ND North Hallway Under Pa hone Area 48B FTM Yellow White FTM Yellow White ND North Hallway Under Payphone Area 49A 12x12 VFT Tan 12x12 VFT Tan ND Custodian Closet East 50A 12x12 VFT Beige x1122 VFT Beige ND Custodian Closet West 2osemno r omi nr rnily Iecrennrnr Center 3936 N 100 iscotel Ave 51C 12x12 Tile Layer 2 Beige x1122Tile Layer 2 Beige ND Custodian Closet North 51D FTM Black Yellow FTM Black Yellow ND Custodian Closet North 52A 4 Basecove Gray 4 Basecove Gray ND Room 7South West 52B Glue BrownWhite Glue Brown White ND Room 7South West 53A 6 Basecove Brown 6 Basecove Brown ND Room 8 North West 53B Glue White Glue White ND Room 8 North West 54A 4 Basecove Brown 4 Basecove Brown ND Room 3 East 54B Glue White Glue White ND Room 3East 55A 4 Basecove Black 4 Basecove Black ND Room 3 Storage Room North 55B Glue White Glue White ND Room 3Storage Room North 56A 4 Basecove Dark Brown 4 Basecove Dark Brown ND Custodian Closet East 56B Glue Yellow Glue Yellow ND Custodian Closet East 5A7 Sheet Flooring Layer 1 Red White Sheet Flooring Layer 1 Red White ND Kitchen Hallway Outside Stora e 57B Sheet Flooring Layer 2 White Sheet Flooring Layer 2 White ND Kitchen Hallway Outside Storage 57C Glue to 57B Yellow Glue to 57B Yellow ND Kitchen Hallway Outside Storage North ND Not Detected NC Not Calculated as not ACM CH Chrysotile Lead Based Paint Testing Results Sample ID Location Lead mgkg Description 01 Ext Roof metal flashing N 240 Ceramic file 02 Ext on wood facade N 100 Purple ceramic the 03 Ext north wall 14 Blue eaint wood 04 Ext North Center 17 Yellow paintwood 05 Int Room 6 NE wall ND Yellow paintmetal O6 Kitchen Storage N wall 190 Blue red metal window 07 Rm 7 Kids RR metal door F ND Grey paint drywall Communi y ca lion nCtotr 3f n Mu Itel 08 Rm 7 kids RR wood door 16 Lt brown paint drywall 09 Rm 8 S Doorwood 16 Yellow paint drywall 10 Rm 7 East on door frame 10 Blue paint metal 11 Rm 3 RR hallway Main Entry ND Yellow paint drywall 12 Rm 6 chair rest b wood I Yellow paint metal 13 Msen rest room 100 Wall concrete The paint inspection involved a visual inspection and the use of knives chisels scrappers hand tools to collect paint chip to be analyzed by a credited laboratory Most of the painted in the building was found to be in good to intact condition Detectable levels of lead were found in the ceramic tiles located in the restrooms as well as the ceramic decorative tile located in the front of the structure Even though the levels are lower OSHA regulates lead at any detectable level Dust mitigation procedure is required throughout the renovation of painted elements to comply with the CALOSHA regulation under 8CCR 11532 All paints shall be treated as having a lead content greater than 600 PPM requiring dust control procedures in compliance with 8CCR 11532 All construction projects should ensure they are compliant with the EPA Repair and Renovation Rules SECTION 2 INTRODUCTION Essel Technology Services Inc Essel was retained by the City of Rosemead Department of Public Works Client to conduct an asbestos and lead survey of asbestos containing materialsasbestoscontaining construction materials ACMs ACCMs and lead based paints The survey was conducted for a period of 3 days by Essel representative Jose Ortiz a California Site Surveillance Technician CSST 043609 under the direct supervision of Mr Lahiri CAC Certified Asbestos Consultant CAC 103698 Site Description The site is a one story building that consists of cinder block stucco on support columns on the overhang There is one roof on this property The main roof stands over the main portion of the building and consists of rolled roofing over paper The substrate of this roof is wood and exterior is stucco and columns on overhead of building are tan color The exterior of the property consists of cinder block There is brown color trim located in the front of the building The building itself consists of wood frame construction with a concrete slab foundation This concrete block is the substrate on the ground floor of the building The interior of the building consists of eight main rooms Rooms include 1 through 8 lobby reception area janitor closet men plus Rm n c Conn iuiv 2ccr r iii i rCoonr 3545 N Mmcitc vo women restrooms and two offices There are boys and girls restroom in the preschool room 7The subject site is currently used as a community center Throughout the building there is 12x12 tile with adhesive The ceilings throughout all rooms were observed to be suspended fissure tile Sizes of ceiling the are 2x4 and2x2 Hallway in kitchen has multilayer anti skid floor Kitchen cooking area is clay tile The clay the is 5x5 Main lobby floor the is 16x16 California Gold Color The rooms have 12x12 brown and beige off white colored tile consistent in every room Walls throughout are finished drywall Vinyl Base cove with adhesive throughout was observed either 4 or 6 There are four different colors black brown grey and dark brown The subject property was occupied during the time of survey hence minimally destructive sampling procedures were used Note Essel was unable to sample for TSI in pipe chases in between wall cavities or ceiling plenums Sampling for these materials involves the demolition of areas within the walls which was not included in the scope This survey involved nondestructive sampling techniques Section 30 ASBESTOS SURVEY ANALYSIS METHODS Field Methodologies Asbestos Essel initially conducted a thorough walkthrough of the areas to identify the suspect asbestos containing materials Once different types of homogeneous areas HA were identified Essel was prepared to collect the bulk samples Homogeneous areas consist of groupings of those materials that have uniform appearances textures and installation dates Each HA and representative building component was then sampled located approximately quantified and photographed As the samples were collected the locations of the HsA and samples were marked on drawings that were provided by the onsite manager at Rosemead Community Center Inspection sampling and assessment procedures were performed in general accordance with the guidelines published by the EPA in 40 CFR Part 763 Subpart E October 30 1987 EPA guidelines were used to determine the sampling protocol Three samples were collected for each homogenous material and at least one sample was collected from miscellaneous materials and at least five samples were collected from texturing and plaster three samples were collected from drywall and joint compound The homogeneous materials sampling locations were chosen to be representative of the homogeneous material Asbestos sampling was performed in a fashion designed to minimize exposure to the surveyor or building occupants to air borne asbestos fibers Samples were typically removed from the substrate utilizing a knife or hollow drill bit bored through a wet sponge the sample materials were then placed into an air tight plastic bag The bsag exterior was uenloocIrorn ntn nyc onion Center 7i6 ikiic Avc decontaminated with a wet cloth and a unique sample ID written on the bag The bag was then stored in a one gallon size plastic bag Asbestos Laboratory Analysis Results A total of 57 bulk asbestos samples and 13 lead samples were collected from suspected ACMs The suspected ACMs were observed in fair to good condition at the time of survey All bulk samples were analyzed for fibrous asbestos using Polarized Light Microscopy PLM with dispersion staining as described by the interim method of determination of asbestos in bulk insulation Federal Register Volume 47 No 103 May 27 982 specified by EPA 600R 93116 SECTION 40 LEAD BASED PAINT Lead Paint Survey Analysis Methods Essel sampling technician Mr Harri Rodriguez under the direct supervision of Mr Nik Lahiri California Department of Public Health Certified Lead InspectorAssessor 19330 conducted a visual assessment of paint on building components at the site Lead Based paint testing results The majority of the paints inside the building were noted to be in intact intact condition Paints shall be treated as having a lead content greater than 600 PPM requiring dust control procedures in compliance with 8CCR 11532 SECTION 50 DISCUSSION AND RECOMMENDATIONS Essel recommends the Client develop specifications for the removal of ACM prior to renovation activities Planning functions for any proposed renovation or demolition project should take into account the following considerations Recommendations Asbestos Containing Materials ACM which contain less than 10 has been detected in the property However if any materials are detected which were not sampled initially and discovered at the time of renovation Essel recommends testing or assume as ACM and take action accordingly Major considerations with respect to these activities are given below 1 In accordance with the EsPA NESHAPs 40 CFR Part 61 Subpart M and Air Quality Management District all Regulated Asbestos Containing Materials RACM Category IClass I Non Friable and Category IIClass II Non Friable ACMs that may become Rosen i Gd Cominur iry Becr ci irnicenier 3936 N MUSCGtd Ave friable must be removed prior to demolition and or renovation activities In addition to asbestos regulations that control the release of asbestos to the ambient environment state worker protection laws are applicable Federal and State OSHA regulations outline specific work practices for handling ACMsACCMs 2 The Client should provide notifications to employees contractors and sub contractors entering the subject site of the results of this survey including the presence locations and quantity of the of the hazardous building materials potentially described in this report 3 Notify the South Coast Air Quality Management District with the required 10day notifications and full payment of associated fees for every demolition project even when no ACM is present For reference separate notification is required for each prerenovationsdemolition asbestos removal where the amount of friable is greater than 100 square 260 linear feet 4 Prior to building demolition renovation the building owner or representative should obtain appropriate building renovation or demolition permits as required from the proper building departments 5 Contractors that encounter SACM Suspected Asbestos Containing Materials that was concealed during our survey must stop work and collect samples of the material for analysis to determine asbestos content 6 Contractors should use OSHA lead safe work practices during demolition renovation 7 To obtain actual cost data a specification requiring bidders to assess work condition and to measure quantities to their own satisfaction for the work should be distributed to licensed qualified and reputable contractors a job walk should be conducted and fixed cost bid contracts should be obtained 8 To obtain actual cost data a specification requiring bidders to assess work condition and to measure quantities to their own satisfaction for the work should be distributed to licensed qualified and reputable contractors a job walk should be conducted and fixed cost bid contracts should be obtained Lead Containing Materials 1 Results of the Lead based paint survey should be provided to the contractors and subcontractors performing the work at the site that may disturb painted building components Contractors disturbing components must do so in compliance with applicable regulations of California department of Occupational safety and Health 2 Currently California regulations require that lead painted components produce a Total Threshold Limit Concentration TTLC of less than 350mgkg and a Soluble Threshold Limit Concentration STLC of less than5OmgL to be considered a non hazardous waste The results of that testing will have a significant impact on disposal costs Rosnieud Community lleacation Ccnter 3936 N VmscoMAve 3 The lead painted components should not be sawed burned ground into mulch or reused and should be disposed in a properly licensed landfill Loose paint chips should be removed by HEPA vacuum prior to demolition and will need to be disposed of as hazardous waste 4 To obtain actual cost data a specification requiring bidders to assess work condition and to measure quantities to their own satisfaction for the work should be distributed to licensed qualified and reputable contractors a job walk should be conducted and fixed cost bid contracts should be obtained Additional 2000 may be added for the presence of ceramic tile and lead paint to the csontractor cost of the demolition including waste characterization but excluding waste disposal if found to be RCRA waste SECTION 60 APPLICABLE STANDARDS Definition of Asbestos Containing Materials The EsPA Asbestos NESHAPs and the Air Quality Management District AQMD the local air pollution control district define an asbestos containing material as any material that contains a concentration of asbestos of greater than one percent 10 by area as determined by Polarized Light Microscopy PLM Federal Register Volume 59 No 146 August 1 1994 P 3897038971 NESHAPs and AQMD further segregate asbestos containing materials into Regulated Asbestos Containing Materials RACM Category I Non Friable Materials and Category II Non Friable Materials which are defined as follows Regulated Asbestos Containing Materials RACMAsbestos Containing Materials ACM Includes all friable asbestos materials Category IClass I Nonfriable ACM that have become friable or will become friable and Category 1110ass 11 Nonfriable ACM that have a high probability of being crumbled pulverized or reduced to powder by the forces expected to act on the materials in the course of renovation or demolition Category 1 Nonfriable ACMClass 1 Nonfriable ACM Includes asbestos containing packings gaskets resilient floor covering and asphalt roofing products that when dry can be crumbled pulverized or reduced to powder by hand pressure Category 11 Nonfriable ACMClass 11 Nonfriable ACM Includes all non friable materials excluding Category IClass I Nonfriable ACM that when dry cannot be crumbled pulverized or reduced to powder by hand pressure Definition of Asbestos Containing Construction Materials The California Department of Occupational Safety and Health CalOSHA further defines an asbestos containing construction material ACCM as a material that contains greater than onetenth of one percent O1 asbestos hosam U I i 0irM ILJ11 eJcfii Cep iIr 3936 N Uscutd Ave Prior to demolition of a building most of the air quality districts in California require abatement of friable ACM as well as non friable ACM that may become friable during demolition Federal occupational Safety and Health Administration OSHA regulations locally enforced by CALOSHA defines ACM as substances that contain greater than 1 asbestos CALOSHA also mandates special training medical exams personal protective equipments and record keeping for employees working with ACM If materials contain less than 1 asbestos but more than 01 asbestos the material may be disposed of as nonACM but CALOSHA requirements still have to be followed regarding workers protection and Contractor licensing The trace materials are currently regulated in California and require the following Removal using wet methods Prohibition of removal using abrasive saw or methods which would aerosolize the materials Prompt cleanup of the impacted zone using HEPA filtered vacuums as applicable Employer registration by CALOSHA for removal quantities exceeding 100 sq ft per year CALOSHA carcinogen Registration by the Demolition or abatement contractor impacting such materials Lead Based Paints Since elemental lead is a suspect carcinogen and known teratogen and a neurotoxic in high doses lead containing materials need to be identified prior to the onset of demolition activities using combinations of engineering controls and personal protective equipment lead containing materials can be remediated safely Several sources of applicable standards are listed below Lead exposures in the work place are regulated by CAL OSHA which has certain regulatory requirements for identifying and controlling potential lead exposures Currently applicable regulations for the construction industry have been adopted by CALOSHA 81CCR1532 from the Federal OSHA regulations The current OSHA 8 hour permissible exposure level for lead is 50mGM Current EPA and CAL EPA regulations do not require LBP to be removed prior to demolition unless loose and peeling Provided that the paints are securely adhered to substrates non flaking or non peeling disposal of intact demolition debris can generally be handled in California as non hazardous and non RCRA waste In California loose and peeling LBP or other wastes require characterization and testing for leachability Disposal requirements are as follows a If the total lead content is 50PPM it is considered non RCRA non hazardous waste since it is impossible to exceed the Waste Extraction Test WET test limit of 5mgI using the 10 to 7 ratio b If the total lead content is 350 ppm and the WET test is 5mgI then the waste has low leachability and is classified as nonRCRA non hazardous waste Goseniec c COIT w my eaenenter 356 N WtU ate Ave c If the total lead content is 350ppm and the Toxicity Characteristic Leaching Procedure TCLP is 5 mgI then it has low leachability and is classified as Class I nonRCRA California hazardous waste stabilization not required d If the total lead content is 350ppm and the TCLP test results are 5mgI then it is classified as Class I RCRA hazardous waste stabilization required 3 Major definitions of LBP or lead coated surfaces are listed below a HUD defines LBP as paint that contains either 05by weight of lead or 10 mgcm2 b Consumer Product safety Commission CPSC prohibits the manufacturing of paint that contains more than 600ppm006 of lead This report uses the HsUD definitions for the purpose of identifications but compliance to CalOsSHA Construction Lead Standard is required for all paints with any measurable lead content The California Department Public Health CDPH requires the use of Certified Lead workers and supervisors for lead abatement projects at public buildings with a greater than 20 years expected life or whenever work is completed specifically to abate leadbased paint as defined by HUD The CDPH certifications requirements do not apply to industrial sites however dust controls and personnel protection are still required under 17CCR section 35001 through 36100 SECTION 70 SURVEY LIMITATIONS Essel prepared the report in accordance with generally accepted standards of care that exists in California of this time This asbestos and lead survey report has been prepared by Essel Technology Services Inc exclusively for our Client and their Authorized Representatives The information contained herein pertains only to accessible materials identified at the referenced property at the time of the survey performed in accordance with a mutually agreed upon scope of work The findings and recommendations presented are based upon observations of present conditions and may not necessarily indicate future conditions The report may be used by the client only for the purpose stated within a reasonable time from the time of its issuance but in no event later than one 1 year from the date of the report The survey and bulk sampling was conducted in representative locations in the building that is accessible at the time of inspection Essel offers various levels of investigations and engineering services to suit the varying needs of different clients It should be recognized that definition and evaluation of geologic and environmental conditions are difficult and inexact science Judgments leading to conclusions and recommendations are generally made with incomplete knowledge of environmental conditions present Since detailed investigations and analysis involves greater expense our client participate in determining levels of service that provide adequate information for or their purpose at acceptable levels of risk Acceptance of this report will indicate that the client has reviewed the document and determined that it does not need or want a greater level of service than provided Limited intrusive or destructive sampling lifting carpeting etc was conducted as part of the scope of services performed Additional suspect materials andor debris may be present in above ceiling areas within wall cavities and or beneath floor coverings or in the crawl spaces which were not accessible at the time of inspection but may become accessible during the course of renovationdemolition activities Care should be exercised when accessing these areas Any suspect materials encountered during the course of renovation or 2osem n d Cornfn iinyR ui on Cccr 9M K Niiiscotelw demolition activities that were not previously sampled should be presumed to be ACMsACCMs or lead containing or other hazardous materials until sampled and proven otherwise The areas that were accessible should be representative of the types quantities and conditions of the materials present at the site Regulations and professional standards applicable to Essel services are continually evolving Techniques are by necessity often new and relatively untried Different professionals may reasonably adopt different approaches to similar problems As such our services are intended to provide the client with a source of professional advice opinions and recommendations Our professional opinion and recommendations are based on our limited number of field observation and tests collected and performed in accordance with the generally accepted engineering practice that exists at that time Essel Technology Services Inc implies no warranty or guarantee expressed or implied is intended or made Essel has provided the best effort to assess all the materials However there is always a possibility some thing may come up in future Essel will be happy to discuss if any issues arises SECTION 80 SIGNATURES Report Prepared Reviewed by Nao Lahr Nik Lahiri California Certified Asbestos Consultant 104698 California DHS Lead Related InspectorAssessor Rosenlond Comi lit njny oRntciocn Cantar 3436 K Muscatel Avo ROSEMEAD COMMUNITY CENTER EMERGENCY EXITS s MSEN R 31 STORAGE WSOMEN GE ROOM 1 ROOM 2 I sY aq 2s D KITCHEN ROOM 3 1ILOUNGE 2 I FBI I N 0 R T H 01ZB6S OAsbestos Sample Lead Sample Rosemead Commun i Sample Locat i cel Lead Sample F Rosemead Community Recreation Center Roof Sample Location Diagram ROSEMEAD COMMUNITY CENTER EMERGENCY EXITS ROOM 1 s pt ROOM 2 T0 ILOUNGE Y3C 2 RECEPTION ROOM 4 3I Xxs SEM LY ENCLOSED AREA N O R T H 01ZB6S G 710 Mr Q MEN S R STORAGE JJJJJ p WSOMEN RR I JJ IIS KITCHEN ROOM 3 t 28P 7 ROOM 5 kaAox Rosemead Community Recreation Center Dimensions Rosemead Community Recreation Center 8838 E Valley Blvd Rosemead CA 1 Exterior view of Bldg Cinderblock Figure 4 MCeramic floor Tile Figure S Roof membrane and roof parapit 3 Sin brown cove base and mastic Figure 2 front Entry Ext Stucco Overhang Figure 5 Rm6conf roombrown and off white floor tile 294 fissured suspended ceiling Rosemead Community Recreation Center 8838 E Valley Blvd Rosemead CA Rosemead Community Recreation Center 8838 E Valley Blvd Rosemead CA Figure 13 HVAC duct mastic on roof Figure 15 custodian closet12x12 ors white VFT 4in light brown base Figure 16 Boys girls ceramic tile 8x8 gray color4x4 walls crave and mastic ceramic tile Figure 11 Hallway anti skid MultiLayers Figure 12 Grey mastic on HVAC ducting Figure 14 Custodian closet12x18 VFT and FTM Rosemead Community Recreation Center 8838 E Valley Blvd Rncamaarl CA t y v C M I r tg u f p4 F j City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications TABLE OF CONTENTS PART 1GENERAL 1 Description of Work 12 Administrative and Supervisory Personnel 13 Special Reports 14 Glossary and Abbreviations and Acronyms 15 Industry Standards 16 Codes and Regulations 17 EPA Guidance Documents 18 Notices 19 State and Local Agencies 110 Permits 111 Licenses 112 Submittal PART 2 MATERIALS AND EQUIPMENT 21 Materials 2 Equipment PART 3 EXECUTION Page 4 Page 4 Page 5 Page 6 Page 9 Page 9 Page 11 Page 11 Page 11 Page 11 Page i l Page 11 Page 12 Page 12 Page 13 31 Prework Submittal Page 13 32 Closeout Submittal Page 14 3 Testing and Air Monitoring Page 14 34 Personal Protection Requirements Page 14 35 Work Area Preparation Page 18 36 Fire Protection Page 18 37 Friable Asbestos Material Removal Procedures Page 18 38 Non Friable Asbestos Material Removal Procedures Page 18 39 Protective Clothing Page 18 310 Asbestos Work Area Decontamination Enclosure System Page 20 311 Locations and Activation of Negative Air Pressure Page 21 312 Post Removal Encapsulation of Affected Areas Page 23 313 Disposal Page 23 Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications PART 1 GENERAL 1 DESCRIPTION OF WORK A SCOPE Hazardous Material Abatement The scope of work for the contractor is to remove the HVAC system and perform roof patching on top of the Rosemead Community Recreation Center RCRC The contractor performing the removal of the HVAC system must be aware of the asbestos containing HVAC seam mastic This mastic should be removed from the HVAC system prior to removal of the HVAC system This work should be performed using manual methods and abide by all applicable regulations mentioned in the specifications This also covers all work related to the patching of various areas within the roof of the RCRC Any workers coming into contact with asbestos containing materials should have proper training and ensure compliance with the CalOSHA Asbestos standard Alternate Scope In the event the City of Rosemead chooses to go with the alternate scope of complete roof replacement the contractor needs to ensure proper abatement of asbestos containing materials in the roofing The abatement of the asbestos containing materials needs to abide by regulations referenced in the abatement specifications B Provide all trained or certified labor materials and equipment to remove and dispose of all of the hazardous construction materials and equipment related to Phase 1 of the project from identified areas in accordance with all applicable State Federal and Local Regulations all quantities are approximate Sample Homogeneous Description Asbestos Sample location Estimated MATERIA A 0 ID Materials Results quantity tY RY MATERIALS EXPECTED TO BE AFFECTED BY PHASE 1 08 HVAC Seam Roof HVAC Area 4 CH Roof Duct on Mastic Black South End Top 300 sq HVAC Seam 5 CH Roof Duct on feet CAT II 09 Mastic Black Roof HVAC Area North End To 10 Roof and Black Roof and Black mastic 4 CH Roof skylight 350 sq CAT 1 mastic penetration penetration south east feet 13 Flashing Mastic Roof Flashing Mastic 2 CH Lower Roof West BGlraacyk BGlraacyk 350 sq 14 CAT 1 Flashing Mastic Roof Flashing Mastic 3 CH Upper Roof N GrayBlack GrayBlack West feet 15 Flashing Mastic Roof Flashing Mastic 2 CH Lower Roof Black Black North MATERIALS EXPECTED TO BE AFFECTED BY PHASE 2 16 Stucco Stucco GrayBrown 1 CH North Overhang 2000 sq NA GrayBrown Center feet Stucco South West 17 GrayBrown Stucco GrayBrown 1CH Overhang Center Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications C PROJECT SCHEDULE The following is the project schedule 1 To be determined C BID FORM Submit bid in the following form 1 Refer to bid package provided by City of Rosemead D VERIFICATION OF QUANTITIES AND SITE CONDITIONS Contractor shall inspect to their satisfaction actual quantities of materials to be removed and existing site conditions affecting work The Owner and Hazardous Materials Consultant are not responsible for the accuracy of the quantities presented E HAZARDOUS MATERIALS WITHIN PROPOSED WORK AREAS The following is a list of materials within the proposed work areas that contain materials known to be hazardous 1 Materials specified for removal 2 All painted surfaces are presumed to contain detectable concentrations of lead compliance to OSHA lead standard will Essel Technology Services Inc EcwsoswelmTwek BGrorawyn Center 19 Stucco Stucco GrayBrown 1 CH Columns East BGrorawyn 20 Stucco Stucco GrayBrown 1CH Columns South BGrorawyn Center 49A 12x12 VFT Tan 12x12 VFT Tan 4 CH Custodian Closet East 49B 12x12 FTM Tan 12x12 FTM Tan 8 CH Custodian Closet East 50B FTM Black Yellow FTM Black Yellow 3 CH Custodian 50 sq CAT II Closet West feet 51A 12xl2 VFTLayer 1 12x12 VFTLayer 1 3CH Custodian Tan Tan Closet North 51 B FTM Black Yellow FTM Black Yellow 5 CH Custodian Closet North Floor Tile Layer 3 Kitchen Hallway 57D 150 sq Tan Floor Tile Layer 3 Tan 3 CH Outside Storage fee CAT II North FTM to 57D FTM to 57D Kitchen Hallway 57E 150 sq Black Black 8 CH Outside Storage fee CAT II North City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications be required as well as the EPA RRP rule if applicable to this project 3 Stucco material will be point counted and results will be provided to the City of Rosemead at the future date 12 ADMINISTRATIVE AND SUPERVISORY PERSONNEL A PROJECT SUPERINTENDENT The Contractor shall designate a fulltime Project Superintendent who meets the requirements of a competent person as defined by 8 CCR 1529 Asbestos This person shall have completed an EPA approved asbestos contractorsupervisor certification course and have a minimum of one year onthejob training Prior to commencing work the Contractor shall submit the name of the Project Superintendent to the Hazardous Materials Demolition Consultant The Project Superintendent shall remain until the project is complete and cannot be removed without the written consent of the Owner The Contractor must meet the qualifications of the Project Superintendent as stated above and in the absence of the Project Superintendent perform all required duties 1 Coordination Coordinate the work of all subcontractors and material supplies 2 Supervision Supervise the activities of every phase of the asbestos and lead abatement work taking place on the project in conjunction with the Oswner OnSite Representative 3 Communication Establish lines of authority and communication at the job site Maintain direct contact with workers within the contained work areas through electronic means 4 Permits obtain all necessary permits as required for this bid package scope of work 5 Location The project superintendent shall be present on the job at all times when work is being performed 6 Regulations Responsible for compliance with all applicable federal state and local regulations with regard to asbestos and lead containing materials 7 Consultation Consult with the Hazardous Materials Demolition Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications Consultant to obtain interpretations 8 Assistance Assist in resolution of any questions 9 Transmission Transmit written interpretations to concerned parties 10 Notices Provide necessary notices to appropriate agencies 11 Manifests Responsible for proper waste packaging and storage as well as completion of waste shipment record 13 SPECIAL REPORTS A GENERAL Except as otherwise indicated submit special reports directly to Owner within one day of occurrence requiring special report with copy to the Oswner OnSite Representative and others affected by occurrence B REPORTING UNUSUAL EVENTS When an event of unusual and significant nature occurs at site examples failure of negative pressure system rupture of temporary enclosures prepare and submit a special written report listing chain of events persons participating response by Csontractor personnel evaluation of results or effects and similar pertinent information at the next scheduled meeting but no later than one calendar day from the time of occurrence When such events are known or predictable in advance such as scheduled power outages advise Owner in advance at earliest possible date 1 Releases of more than one pound of friable asbestos and lead containing materials into the environment must be reported to the National Response Center 1800 4248802 C SIGN REQUIREMENTS Project identification signs or contractor or supplier informational signs in excess of that required by law shall be subject to approval by the Owner 1 Erect required warning signs as required within 8 CCR 1529 Asbestos in Construction Warning signs shall be located at every possible entry to the regulated area 2 Provide any other warning signs as required under California Health and Safety Code Section 25916 Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications 3 Allow no other signs to be displayed Remove all signs upon completion of construction D LABEL REQUIREMENTS Provide labels affixed to all asbestos waste containers 1 Warning labels as required by OSHA 8 CCR 1529 will be required on all containers used to transport contaminated material to the landfill 2 Informational labels as required by NESHAP regulation 40 CCR 61 Subpart M with the name of waste generator and the location at which the waste was generated If handwritten use at a minimum indelible ink to legibly record the required information E TRANSPORT SIGN REQUIREMENTS Provide signs during waste transport and disposal as required by the US Department of Transportation 1 As required by NESHAP 40 CFR 61 Subpart M mark vehicles used to transport asbestos containing waste material during the loading and unloading of the waste so that the signs are visible A DEFINITIONS 1 Abatement Procedures to control fiber release from ACM Includes removal encapsulation enclosure repair demolition and renovation activities 2 Abatement Activities All activities from the initiation of work area preparation through certification by the Asbestos Project Manager that the area is clean based on visual inspection 3 Abatement Area An area where asbestos removal or other abatement procedures are being performed an abatement area is considered a contaminated area between the time preparation begins to the time the area meets the air clearance standards 4 Air Monitoring The process of measuring the asbestos fiber content of a specific volume of air collected during a stated period of time The procedure utilized for this project follows the NIOSH Standard Analytical Method for Asbestos in Air Method 7400 In situations where the APM feels it is warranted electron microscopy will be Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications utilized for lower detect ability and specific fiber identification 5 Ambient Air Monitoring Measurement or determination of airborne asbestos fiber concentrations outside the abatement area but in the general vicinity of the worksite 6 Amended Water Water to which a surfactant has been added 7 Asbestos To include chrysotile amosite crocidolite fibrous tremolite fibrous anthophyllite and actinolite 8 Asbestos Containing Msaterial ACM Any insulation fire proofing plaster ceiling or wall tiles and other building materials containing or contaminated with more than 1 10 or 1 percent asbestos 9 Asbestos Containing Waste Material Asbestos containing material or asbestos contaminated objects requiring disposal AIsObestosContaminated Objects Any objects that have more than 1 10 of 1 percent asbestos on external or internal surfaces 11 Asbestos Project Monitor APM A consulting firm to be retained by the Owner which shall act as agent for the Owner as final authority concerning all technical matters of asbestos abatement requirements or the Owner itself 12 Authorized Visitor A person approved by the APM representatives of the Owner or representatives of any regulatory or other agency having jurisdiction over the project 13 Baseline Monitoring A measurement or determination of airborne asbestos fiber concentrations for the work area prior to the start of abatement activities C1le4an or Decontaminate To make a surface free of all visible andor optically detectable fibers by thoroughly HEPAvacuuming andor wet wiping with sponges or mops 15 Clean Room An uncontaminated area or room that is a part of the worker decontamination enclosure system with provisions for storage of workers street clothes and clean protective equipment C1ontr6actor The individual andor legal entity and its sub contractor Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications and employees of the contractor and subcontractor that were awarded the contract to perform the abatement work 17 Curtained Doorway A portal that allows ingress or egress from one room to another while permitting minimal air movement between the two rooms It is typically constructed by placing two overlapping sheets of plastic over an existing or temporarily framed doorway securing the vertical edge of one sheet along one vertical side of the doorway and securing the vertical edge of the other sheet along the opposite vertical side of the doorway 18 Disturb To alter change or stir ACM during activities such as but not limited to removal encapsulation enclosure or repair E1ncap9sulant Sealant Liquid material that can be applied to other solid material to reduce the possible release of fibers from the solid material either by creating a membrane over the surface bridging encapsulant or by penetrating into the solid material and binding its components together penetrating encapsulant E2ncaps0ulation A procedure to coat or saturate material with an encapsulant to control the possible release of fibers into the ambient air 21 Equipment Room A room that is part of the worker decontamination enclosure system with provisions for storage of contaminated clothing and equipment F2ix2ed Items Walls ceilings floors equipment furniture or other objects that cannot be removed from the abatement area 23 HEPA Filter A highefficiency particulate air filter capable of trapping and retaining 979of particles greater than 03 micron in size H2E4PAFiltered Vacuum A vacuum cleaner designed for and equipped with a HEPA filter 25 Loa An official record of all activities that occurred during the project It shall identify the APM Contractor and workers and shall contain other pertinent information as required by law or requested by the APM 26 Movable Object A piece of equipment or furniture in the work area Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications that can be removed from the work area P2res7sure Differential System A portable exhaust system equipped with HEPA filtration The system must be capable of maintaining a minimum pressure differential of minus 002 inch of water gauge in a work area relative to adjacent areas and make one complete air change every 15 minutes in the work area 28 Outside Air The air outside buildings and structures 29 Removal The stripping of any ACM from surfaces of components of a facility 30 Replacement Material Any material that does not contain asbestos and that is used to replace ACM S3ho1wer Room A room between the clean room and the equipment room in the worker decontamination enclosure having hot and cold or warm running water controllable at the tap and suitably arranged for complete showering during decontamination S3urf2ace Barriers or Protective Coverings The placement of sheet plastic on the walls floors and other fixed objects objects within the abatement area to prevent contamination from subsequent work S3urfa3ctant A chemical agent added to water to improve penetration into ACM and thereby reduce the generation of airborne asbestos fibers 34 Water Filtration System A local water filtering system capable of trapping and retaining 999 of asbestos fibers greater than 3 microns in size 35 Wet Cleaning The process of eliminating asbestos contamination from building surfaces and objects by using cloths mops or other cleaning tools that have been dampened with water and afterwards disposing of the cleaning tools as asbestos contaminated waste 36 Work Area A location in which ACM has been designated for abatement by this contract 37 Worker Decontamination Enclosure System A decontamination system consisting of a clean room a shower room and an Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications equipment room separated from each other and from the work area by curtained doorways It is used for all worker exits from the work area and for equipment and materials leaving the area B ABBREVIATION AND ACRONYMS 1 ACM Asbestos Containing Msaterial 2 ANSI American National Standards Institute 3 APM Asbestos Project Monitor 4 ASTM American Society for Testing and Materials 5 CalOSHA California Division of Occupational Safety and Health b CFM Cubic feet per minute 7 CFR Code of Federal Regulations 8 EPA US Environmental Protection Agency 9 FPM Feet per minute 10 GA Gauge 11 HEPA Highefficiency particulate air 12 HVAC Heating ventilating and air conditioning 13 MSDS Material Safety Data Sheet 14 NESHAPS National Emission Standards for Hazardous Air Pollutants 15 NOSH National Institute for Occupational Safety and Health 16 OSHA US Occupational Safety and Health Administration 17 PCM Phase contrast microscopy 18 PSI Pounds per square inch Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications 19 RPM Revolutions per minute 20 UBC Uniform Building Code 21 UL Underwriters Laboratories Inc 15 INDUSTRY STANDARDS A GENERAL APPLICABILITY OF STANDARDS Except to the extent that more explicit or more stringent requirements are written directly into the contract documents applicable standards of the construction industry have the some force and effect and are made a part of contract documents by reference as if copied directly into contract documents or as if published copies were bound herewith B PUBLICATION DATES Except as otherwise indicated where compliance with an industry standard is required comply with standard in effect as of date of contract documents C COPIES OF STANDARDS The contract documents require that each entity performing work be experienced in that part of the work being performed Each entity is also required to be familiar with recognized industry standards applicable to that part of the work Copies Copies of applicable standards are not bound with the contract documents 16 CODES AND REGULATIONS A GENERAL APPLICABILITY OF CODES REGULATIONS AND STANDARDS Except to the extent that more explicit or more stringent requirements are written directly into the contract documents all applicable codes regulations and standards have the same force and effect and are made a part of the contract documents by reference as if copied directly into the contract documents or as if published copies are bound herewith B FEDERAL REGULATIONS Those which govern asbestos abatement work or hauling and disposal of asbestos waste materials include but are not limited to ftohlloweing US Department of Labor Occupational Safety and Health Administration OSHA including but not limited to Asbestos Regulations Essel Technology Services Inc cEwToswesmwke City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications Title 29 Part 1910 Section 1001 of the Code of Federal Regulations Respiratory Protection Title 29 Part 1910 Section 134 of the Code of Federal Regulations Construction Industry Title 29 Part 1926 Section 1 101 of the Code of Federal Regulations Access to Employee Exposure Medical Records Title 29 Part 1910 Section 20 of the Code of Federal Regulations Hazard Communication Title 29 Part 1910 Section 1200 of the Code of Federal Regulations Specifications for Accident Prevention Signs and Tags Title 29 Part 1910 Section 145 of the Code of Federal Regulations US Environmental Protection Agency EPA including but not limited to Worker Protection Rule 40 CFR Part 763 Subpart G CPTS 62044 FLR 28439 Federal Register Vol 50 No 11873254 P2853028540 Regulation for Asbestos Title 40 Part 61 Subpart A of the Code of Federal Regulations National Emission Standard for Asbestos Title 40 Part 61 Subpart M of the Code of Federal Regulations including NESHAP Revision Final Rule Federal Register Tuesday November 20 1990 Asbestos Hazard Emergency Response Act AHERA Regulations 40 CFR 763 Subpart E US Department of Transportation DOT including but not limited to Hazardous Substances Final Rule Regulation 49 CFR Parts 171 and 172 C STATE AND LOCAL REGULATIONS Abide by all state and local regulations which govern asbestos abatement work or hauling and Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications disposal of asbestos waste materials Regulations include but are not limited to California Department of Industrial Relations Division of Occuoational Safety and Health CalOSHA Title 8 Section 1529 Title 8 Sections 5144 1531 Title 8 Section 5194 Title 8 Sections 3241 31441 Title 8 Section 5208 Title 8 Section 11532 Title 8 Section 5216 California Assembly Bills California Business and Professional Code Section 75058 Certification of Contractors performing asbestos related work California Labor Codes Sections 655011 Sections 95021 and 9030 California Health and Safety Codes Section 25100 Sections 255249 2152349 Proposition 65 California Code of Regulations Title 22 Waste Disposal State of California Health and Welfare Agency Safe Drinking Water and Toxic Enforcement Act of 1986 Bay Area Air Quality Management District BAAQMD Regulation 11 Rule 2 D STANDARDS Those which govern asbestos abatement work or hauling and disposal of asbestos waste materials include but are not limited to the following American National Standards Institute ANSI Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications Fundamentals Governing the Design and Operation of Local Exhaust Systems Publication Z2979 Practices for Respiratory Protection Publication Z28880 17 EPA GUIDANCE DOCUMENTS Those that discuss asbestos abatement work or hauling and disposal of asbestos waste materials are listed below only for the Csontractor information These documents do not describe the work and are not a part of the work of this contract Guidance for Controlling Asbestos Containing Materials in Buildings Purple Book EPA 556085024 Asbestos Waste Management Guidance EPA 530SW85007 18 NOTICES A BAAQMD NOTIFICATION Complete the notification on the required forms in compliance with BAAQMD Regulation 11 Rule 2 B DOSH NOTIFICATION Temporary Worksite Notification 19 PERMITS A PERMITS Obtain all building and special permits required for asbestos and lead related Work 110 LICENSES A LICENSES Maintain current licenses as required by applicable state or local jurisdictions for the removal transporting disposal or other regulated activity relative to the work of this contract 111 SUBMITTAL A HAZARDOUS MATERIALS DEMOLITION CONSULTANT Send copies of all submittal to to the attention of Nik Lahiri Essel Technology Inc 4408 Market Street C Oakland California 94608 Are you still in Oakland CA Is that really where we want the submittals to go Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications PART 2 MATERIALS EQUIPMENT 21 MATERIALS Provide the following materials as necessary to complete project A GENERAL All materials provided must be fire retardant fire treated and non combustible B PLASTIC SHEETING A minimum6mil for floor and 4mil for walls in sizes to minimize the frequency of joints Use flame retardant polyethylene throughout C TAPE Capable of sealing joints of adjacent sheets of polyethylene and for attachment of polyethylene sheets to finished or unfinished surfaces of dissimilar materials and capable of adhering under both dry and wet conditions including use of amended water duct tape poly prep tapes or approved equal D ADHESIVES Capable of sealing joints of adjacent sheets of polyethylene and for attachment of polyethylene sheet to finished or unfinished surfaces of dissimilar materials and capable of adhering under both dry and wet conditions including use of amended water E CAULKS As specified or approved F SURFACTANT Shall consist of 50 polyoxyethylene ether and 500 of polyoxyethylene ester or equivalent and shall be mixed with water to provide a concentration of one ounce of surfactant to 5 gallons of water Prior to bidding the Contractor shall be responsible for verifying that this surfactant is compatible with the materials to be removed and their substrates If found to be incompatible the Contractor shall supply suitable wetting agents at no extra cost to the Owner G IMPERMEABLE CONTAINERS Suitable to receive and retain any asbestos containing or contaminated materials until disposal at an approved site The containers shall be labeled in accordance with Title 8 CCR 1529 Containers must be both air and watertight and must be resistant to damage and ruptureEssel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications H DOT APPROVED DRUMS Provide 55gallon DOT approved metal drums for storage and transportation of lead containing waste I WARNING LABELS AND SIGNS As required by Title 22 and Title 8 CCR 1529 J ENCAPSULANT Encapsulant shall be a penetrating type except for encapsulant used on exposed pipe insulation ends to remain which shall be a bridging type as approved by the Hazardous Materials Demolition Consultant and in conformance with the following characteristics K SOLVENTS Solvents shall not be hydrocarbon based Solvents shall not be a high flammability hazard They shall have a high flash point Prior to actual application the contractor shall be responsible for verifying that this solvent is compatible with the material to be removed MSDS shall be submitted to the Hazardous Materials Demolition Consultant for approval before use L LIGHTING Battery operated containment lighting must be provided inside any containment that depends on artificial lighting for safe working conditions M OTHER MATERIALS Provide all other materials such as but not limited to lumber plywood nails and hardware which may be required to properly prepare and complete this project 2 EQUIPMENT Provide suitable tools for demolitionabatement of identified hazardous building components A WATER SPRAYER Airless or a low pressure sprayer for amended water application as applicable B AIR PURIFYING EQUIPMENT High Efficiency Particulate Air Filtration Systems HEPA shall comply with ANSI Z2979 No air movement system or air equipment should discharge asbestos fibers outside the work area Thus the negative air unit shall be equipped with a three filter bank with the last being the HEPA filter capable of removing 99790 of fibers 03 u microns C PAINTENCAPSULANT SPRAYER Airless D VACUUMS HEPA filtered clean empty and in good working condition Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications E GROUND FAULT PROTECTION Equip all circuits for any purpose entering work area with ground fault circuit interrupters GFCI Locate GsFCI exterior to work area so that all circuits are protected prior to entry to work area Provide circuit breaker type ground fault circuit interrupters GFCI equipped with test button and reset switch for all circuits to be used for any purpose in work area decontamination units exterior or as otherwise required by national electrical code OSHA or other authority Locate in panel exterior to work area F OTHER TOOLS AND EQUIPMENT Provide any other tools and equipment necessary to complete Scope of Work PART 3 EXECUTION 31 PREWORK SUBMITTAL A WASTE PACKAGING LOADOUT STORAGE AND DISPOSAL PROCEDURES Submit a detailed plan identifying procedures materials and equipment that will be utilized during the packaging loadout storage and disposal of all waste generated by Contractor B NOTICES Submit copies of EPA and OSHA Notifications with proof of timely transmittal to agency requiring the notice C MATERIAL SAFETY DATA SHEETS Submit Material Safety Data Sheets or equivalent in accordance with the OSHA Hazard Communication Standard Title 8 CCR 5194 for each surfactant encapsulating material and solvent proposed for use on the work Include a separate attachment for each sheet indicating the specific worker protective equipment proposed for use with the material indicated as well as personal exposure monitoring proposed and any other product requiring MSDS D PERMITS Submit copies of current valid permits required by state and local regulations including arrangements for storage transportation and disposal of contaminated material Dumpsite must conform to EPA regulation 40 CFR 61 E LICENSES Submit copies of State Contractors License to perform asbestos related work and registration with DOSH F WORKER TRAINING Submit evidence that each employee has received Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications proper training in accordance with Title 8 CCR 1529 and 11532 40 CFR 763 and 17 CCR Section 35040 G NOTICES TO SUPPLIERS Copies of notices sent to suppliers of rental equipment and vehicles informing them of the nature of the use of their equipment H MATERIALS LIST A complete materials list of all items proposed to be furnished and used under this contract I SITE SPECIFIC INJURY ILLNESS AND PREVENTION PROGRAM IIPP Submit a site specific IIPP in accordance with Title 8 CCR 1509 J RESPIRATORY PROTECTION PROGRAM Submit company specific respiratory protection plan in accordance with ANSI Z288 Title 8 CCR 1531 1529 and 11532 Include evidence of each esmployee respirator fittest record performed within the last six months K MEDICAL SURVEILLANCE PROGRAM Submit company medical surveillance program in accordance with Title 8 CCR 1529 and 11532 Include evidence of each esmployee current comprehensive asbestos and leadspecific medical examination including most recent blood lead level 32 CLOSEOUT SUBMITTALS A PREREQUISITES TO SUBSTANTIAL COMPLETION The date of substantial completion of a project or specified area of a project is the date when the construction is sufficiently completed in accordance with the contract documents as modified by any change orders agreed to by the parties so that the Owner can occupy the project or specified area of the project for the use for which it was intended Complete the following before requesting the Hazardous Materials Demolition Csonsultant inspection for certification of substantial completion for the work List known exceptions in the request 1 Submit a request for inspection The request shall include a summary of items remaining to be completed based on the Csontractor inspection of the project B PREREQUISITES TO FINAL ACCEPTANCE Complete the following record documents before requesting the Hazardous Materials Demolition Essel Technology Services Inc cEwToswesmwke City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications Csonsultant certification of final acceptance Submit all record documents in a looseleaf binder with identifying tabs List known exceptions if any in request 1 Submit a copy of the Hazardous Materials Demolition Csonsultant punchlist of itemized work to be completed or corrected stating that each item has been completed or otherwise resolved for acceptance and has been endorsed and dated by the Hazardous Materials Demolition Consultant 2 Submit copies of waste disposaltreatment manifests 3 Submit OSHA compliance air monitoring records conducted during the work The Owner shall be copied on all Contractor personnel and area air monitoring 4 Submit copies of the daily progress log 5 Submit copies of visitors log 3 TESTINGAIR MONITORING A Throughout the entire preparation removal and cleaning operations air monitoring shall be conducted by the Hazardous Materials Consultant to monitor Csontractor compliance with these specifications with EPA and OSHA regulations and any applicable state and local regulations B The Contractor shall at own expense monitor employees as required by Title 8 CCR 1529 and 11532 The Owner shall be copied on all Contractor personnel and area air monitoring C The Contractor shall be responsible for all costs of any additional sampling and analysis necessitated by failure to pass clearance sampling D Monitoring Prior to Actual Removal The Hazardous Materials Consultant will conduct area monitoring and establish the baseline ambient fiber and lead particle concentrations one day prior to the masking and sealing operations for each removal site E Monitoring During Removal The Hazardous Materials Consultant will conduct quality control and work area monitoring during exposure to airborne concentrations of asbestos and lead If monitoring outside the Essel Technology Services Inc cEwToswesmwke City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications controlled area shows airborne concentrations exceed the prework baseline reference the Contractor shall stop all work correct the condition s causing the increase and notify the Owner immediately F Certification of Visual Inspection A Certification of Visual Inspection shall be completed by the Contractor following completion of removal work cleanup and visual inspection of the work area A Certification of Visual Inspection shall be provided to the Hazardous Materials Consultant Following inspection contractor will encapsulate substrate from which ACM was removed per specifications G Asbestos Final Air Clearance Sampling PCM Three 3 PCM clearance samples will be collected by the Hazardous Materials Demolition Consultant after visual inspection of work area reveals no suspect asbestos containing debris H Work area will be cleaned until three 3 samples collected in accordance with NIOSH Method 7400 A Issue 2 dated 19845report airborne fiber concentrations below the EPA recommended threshold level of001 fcc 34 PERSONNEL PROTECTION REQUIREMENTS A Prior to commencement of work the worker shall be instructed and shall be knowledgeable on the hazards of asbestos and lead exposure use and fitting of respirators protective clothing decontamination procedures and all aspects of asbestos and lead work procedures workers shall have medical examinations B The Contractor acknowledges that heshe alone is responsible for enforcing personnel protection requirements and that these specifications provide only a minimum acceptable standard for each phase of operation C Provide workers with personally issued and marked respiratory equipment approved by NIOSH and accepted by OSHA D WHEN NOT IN VIOLATION OF NIOSH AND OSHA REQUIREMENTS THE CONTRACTOR SHALL PROVIDE AS A MINIMUM THE FOLLOWING RESPIRATOR PROTECTION FOR EACH PHASE OF OPERATION Pre cleaningWet Wiping of Area MSHA NIOSH halfface dual cartridge respirators equipped with HEPA cartridges Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications 2 Plastic Installation MSHANIOSH halfface dual cartridge respirators equipped with HEPA cartridges 3 Non Friable Asbestos Removal MSHANIOSH halfface dual cartridge respirators equipped with HEPA cartridges 4 Friable Asbestos Removal MSHANIOSH fullface powered air purifying respirators equipped with HEPA cartridges 5 Plastic Removal MSHANIOSH halfface dual cartridge respirators equipped with HEPA cartridges b Loading Waste Material on Truck outside work areal MSHANIOSH halfface dual cartridge respirators equipped with HEPA cartridges 7 Unloading Bags at Landfill MSHANIOSH halfface dual cartridge respirators 8 Contractor must take necessary actions during the course of work to maintain all personal employee exposures below OSHA permissible exposure limits PEL The Hazardous Materials 9 Demolition Consultant reserves the right to require the use of respiratory equipment with higher protection factors for any or all phases of of the work F No visitors shall be allowed in the work areas except as authorized by the Hazardous Materials Demolition Consultant Authorized Visitors include but are not limited to Regulatory Inspectors G Provide workers with sufficient sets of disposable protective fullbody clothing Such clothing shall consist of fullbody coveralls footwear and headgear onepiece coveralls or equal Provide eye protection and hard hats as required by applicable safety regulations Reusable type protective clothing and footwear intended for reuse shall be left in the Worker Change Room until the end of the work at which time such items shall be disposed of as asbestos waste H Certificate of Workers Acknowledgment Following this section is a Certificate of Worker Training After each worker has been included in the Csontractor Respiratory Protection Program completed the training program and medical examination secure a fully executed copy of this Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications form Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications CERTIFICATE OF WORKERS ACKNOWLEDGMENT PROJECT PROJECT ADDRESS CONTRACTORS NAME WORKING WITH ASBESTOS AND LEAD CAN BE DANGEROUS INHALING ASBESTOS FIBERS HAS BEEN LINKED TO VARIOUS TYPES OF CANCER IF YOU SMOKE AND INHALE ASBESTOS FIBERS THE CHANCE THAT YOU WILL DEVELOP LUNG CANCER IS GREATER THAN THAT OF THE NON SMOKING PUBLIC Your Esmployer contract with the Owner for the above referenced project requires that You be supplied with the proper respirator and be trained in its use You be trained in safe work practices and in the use of the equipment found on the job You received a medical examination These things are to be done at no cost to you Respiratory Protection You must have been trained in the proper use of respirators and informed of the type of respirator to be used on the above referenced project Training Course You must have been trained in the dangers inherent in handling asbestos and lead and exposure to asbestos dust or lead particles and the proper work procedures and personal and area protective measures The topics covered in the course must have included the following Physical characteristics of asbestos and lead Health hazards associated with asbestos and lead Respiratory protection Use of Protective equipment Pressure Differential Systems Work practices including handson or nonjob training Personal decontamination procedures Air monitoring personal and area Medical Examination You must have had a medical examination within the past twelve months at no cost to you This examination must have included Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications health history pulmonary function tests blood lead levels and chest xray By signing this document you are acknowledging only that the Owner of the building you are about to work in has advised you of your rights to training and protection relative to your employer the Contractor Signature Social Security Number Printed Name Witness Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications 35 WORK AREA PREPARATION A The Contractor shall isolate electric power to asbestos work areas A qualified individual shall perform electric work Existing electrical service to the building may be used for temporary electrical power during abatement work in accordance with Hazardous Materials Demolition Csonsultant instruction Electric power must remain for other areas of the structure occupied by the Owner B The Contractor shall shut down or isolate heating cooling and ventilation air systems to the work areas C Designated area shall be closed to all activity before the commencement of any work activities and shall not be available for occupancy until final clearance results are submitted and approved by the Hazardous Materials Demolition Consultant D Alterations to existing fire alarm safety systems must receive prior approval from Owner Twentyfour hour fire watch may be required E No smoking shall be permitted within seventyfive feet of any containment boundary or inside the building 36 FIRE PROTECTION A The Contractor shall comply with all local fire safety regulations rules and standards B The Contractor is to ensure that required exits from the work site are not impaired C The Contractor shall be required to meet any and all recommendations for job site safety as may be required by the Owner andor Fire Safety Representative D The Contractor shall maintain adequate fire extinguishers Class ABC ready for immediate use distributed throughout the work area under abatement and in and about flammable temporary structures for the duration of the project A minimum of four 4 such approved fire extinguishers must be available inside each work area and others added at the rate of one 1 for every additional 1000 square feet of work or at a rate determined by Fire Safety Representative in the area of the decontamination chamber and adjacent to the work site Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications 37 FRIABLE ASBESTOS MATERIAL REMOVAL PROCEDURES Friable asbestos work includes activities involving the removal of asbestos containing thermal system insulation surfacing materials and non friable construction materials that become friable because of removal procedures This includes asbestos cement products and vinyl floor tile A Doors windows and HVAC vents entering work area shall be closed and sealed with a minimum of two 2 layers of 6 mil polyethylene sheeting and tape Contractor shall post proper caution signs at entrance to controlled area and access of unauthorized personnel shall be restricted Protectseal floor surfaces with two 2 layers of 6 mil polyethylene sheeting Overlap wallfloor sheeting approximately 12 inches Do not position seam at wall floor joint Protect wall surfaces not specified for removal with two 2 layers of 4 mil polyethylene sheeting Cover all remaining non removable items with at least one layer of 6 mil polyethylene taped securely B Install observation windows for each area consisting of Plexiglas panels Panels should be placed in locations that provide maximum viewing of the work area C HEPA filtered exhaust units shall be established in accordance with these specifications Establish decontamination unit at entrance to work area as specified D Install and continuously monitor and record the pressure differential between the work area and the building outside of the work area with a monitoring device incorporating a circular preferred continuous recorderegstrip chart Monitoring device shall be equipped with a warning buzzer which will sound if pressure differential drops below 002 of water E Contact specified Hazardous Construction Materials Demolition Consultant to visually inspect and approve of work area preparation F Wet asbestos materials prior to and during removal activities Use hand tools only power tools are not permitted Do not over saturate the material causing water runoff G Perform Perform removal in such manner as to eliminate hazards to persons and property to minimize interference with the use of adjacent areas utilities Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications and structures or interruption of the use of such utilities and to provide free passage to and from such adjacent areas of structures H Promptly place asbestos materials in polyethylene disposal bags Waste shall be moist with no free water Gooseneck seal disposal bags with sufficient duct tape I Detail clean abated surfaces J Remove from containment all debris and waste prior to completion of each shift K Contact the Hazardous Construction Materials Demolition Consultant when Supervisor has completed a visual inspection in accordance with ASTM E136890 38 NON FRIABLE ASBESTOS MATERIAL REMOVAL PROCEDURES Non friable asbestos work includes activities involving the removal of asbestos containing cement products vinyl floor tile and mastics A Doors windows and HVAC vents entering the work area as well as non removable items shall be secured with 6 mil Polyethylene sheeting B Secure a fourfoot splash guard one layer of polyethylene sheeting to wall surfaces C Contact specified Hazardous Construction Materials Consultant to visually inspect and approve of work area preparation D Wet asbestos materials prior to and during removal activities Use hand tools only power tools are not permitted Do not over saturate the material causing water runoff E Perform removal in such manner as to eliminate hazards to persons and property to minimize interference with the use of adjacent areas utilities and structures or interruption of the use of such utilities and to provide free passage to and from such adjacent areas of structures F Promptly place asbestos materials in polyethylene disposal bags Waste shall be moist with no free water Gooseneck seal disposal bags with sufficient duct tape Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications G Detail clean abated surfaces H Remove from containment all debris and waste prior to completion of each shift I Contact the Hazardous Construction Materials Demolition Consultant when Supervisor has completed a visual inspection in accordance with ASTM E136890 J When performing abatement on roofing materials use 6 mil poly sheeting on the perimeter of the building to catch any fallen debris The poly sheeting should cover up any vegetation and extend the minimum required length If no minimum required length is required in the area where work is taking place then the sheeting should extend out a minimum of 5 feet from the drip line of the roof K Ensure work procedures are complying with regulations pertaining to asbestos removal worker safety and air quality management district 39 PROTECTIVE CLOTHING A Provide to all asbestos abatement workers consultants project coordinators inspectors and Oswner authorized visitors protective disposable clothing consisting of full body coveralls head covers gloves and boottype covers or reusable footwear B Provide eye protection hard hats and safety tools as required by job conditions and CalOSHA safety rules and regulations C All discarded disposable protective clothing shall be properly bagged and disposed of as asbestos contaminated waste D After area has dried HEPAvacuum all floors affected by this work E Remove from containment all debris and waste prior to completion of each shift F Workers shall wear full protective clothing and minimum respiratory protection as identified Section 34 D 4 A GENERAL The Contractor shall use portable decontamination units Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications acceptable to EPA and OSHA connected to the work area with framed in or accordion tunnels if necessary and line the tunnels with plastic sealed with tape at all joints in the plastic or shall construct decontamination units onsite Provide one type ABC fire extinguisher directly inside and outside each decontamination unit B ACCESS In all cases access between contaminated rooms or areas shall be through an air lock In all cases access between any two rooms within the decontamination enclosure systems shall be through an air lock C DECONTAMINATION ENCLOSURE SYSTEM THREE STAGE Construct a worker decontamination enclosure system contiguous to the work area consisting of three totally enclosed chambers as follows 1 An equipment room with two curtained doorways one to the work area and one to the shower room via an air lock 2 A shower room with two curtained doorways one to the equipment room and one to the clean room via air locks The shower room shall contain at least one shower with hot and cold or warm water with individual shutoff valves inside the showers Careful attention shall be paid to the shower enclosure to insure against leakage of any kind Ensure a supply of soap at all times in the shower room Drainage from showers shall be disposed of as contaminated water or filtered as specified below 3 Waste water containing asbestos and lead including drainage from decontamination showers shall be either disposed of as contaminated waste or filtered in accordance with the following requirements prior to introduction into the sanitary sewer system a Filter water using four inline filter cartridges with 2 inlets and outlets The outlet of each filter cartridge shall be connected in series to the inlet of the next cartridge The first cartridge shall contain 100micron pre filters the second and third cartridges shall contain 25micron filters and the final cartridge shall contain 5micron filters b Spare filters of all three sizes shall be maintained at the site at all times to replace pre filters during cleaning c When the pre filters become clogged replace with spares Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications dispose of accumulated debris as contaminated waste and wash out the pre filters in the shower allowing the drainage from the cleaning operation to go through the filtration system d When the final filters become clogged remove the filters replace with new and dispose of the clogged filters as contaminated waste e Provide a holding tank for contaminated waste water as required to prevent backup of water into shower when the amount of water generated exceeds the flow rate of the filters 4 Provide a clean room with one curtained doorway into the shower via an air lock and one entrance or exit to non contaminated areas of the building The clean room shall have sufficient space for storage of the workers street clothes towels and other non contaminated items D DECONTAMINATION PROCEDURES THREE STAGE DECONTAMINATION 1 All workers and authorized personnel in order to enter the work area shall a Remove all clothing unless it is to remain in the equipment room for eventual disposal b Don protective clothes coveralls gloves boots etc c Don the appropriate respiratory protection following all training procedures and msanufacturer instructions Coverall hood shall be worn over respirator straps 2 All workers and authorized personnel in order to leave the work area shall a Remove gross visible contamination from themselves and their equipment b Enter the equipment room and keeping respirator in place remove all protective clothing including gloves and boots Place contaminated clothing in the bsag provided Store gloves andor boots in their respective areas Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications c Still wearing the respirator proceed naked to the first air lock Once inside ensure all curtained doorways behind are properly closed d With respirator still in place move into the shower room and rinse off thoroughly If wearing dual cartridge respirators make sure the cartridges are completely soaked before removing the respirator and disposing of cartridges in the container provided e Pass respirators into the second air lock between shower and the clean room f Complete showering thoroughly soaping and shampooing g Proceed to the clean room dry off dress and return respirator to the storage area 3 No smoking eating or drinking shall be allowed inside decontamination enclosures E DECONTAMINATION ENCLOSURE SYSTEM THREE STAGE Provide at a minimum a twostage decontamination system attached to each work area in which asbestos containing vinyl floor the and mastic are to be removed The twostage decontamination system shall shall consist of at a minimum a 6mil polyethylene dropcloth of sufficient size for workers to remove contaminated clothing and equipment and to decontaminate personnel equipment and waste bags A wash bucket with potable water shall be placed on the drop cloth as well as a waste container for discarded coveralls towels and spent respirator cartridges 311 LOCATION AND ACTIVATION OF NEGATIVE AIR PRESSURE A Maintain negative pressure system in the work areas during all asbestos and lead abatement work for which gross abatement techniques are specified or required B Comply with Paragraph J2 of the EPA document Guidance for Controlling Friable Asbestos Containing Materials in Buildings June 1985 C Provide a sufficient quantity of negative pressure fan units to maintain 002 of water in each work area as well as a sufficient number of reserve units to accommodate maintenance or repair activities Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications D Provide sufficient number of exhaust units in each work area to provide one air change every 15 minutes in all locations of the work areas E Provide minimum number of auxiliary makeup air openings to maintain negative pressure A negative pressure in excess of002 inches of water differential shall be maintained A continuous readout manometer shall be provided to record pressure differential between inside and outside containment F Suspend electrical cords off the floor and out of workers way to protect the cords from damage from traffic sharp objects and pinching Do not fasten cords with staples and do not hang cords from nails or suspend with wire G Locate units so that makeup air enters the work area primarily through the decontamination facility and traverses the work area as much as possible Use Section J3 of the EPA document Guidance for Controlling Friable Asbestos Containing Materials in Buildings Purple Book June 1985 H Vent all exhaust units to the outside of the building at least 10 feet from ground level Provide flexible wire reinforced duct as necessary to provide exterior venting and proper location of exhaust units Ducts shall be completely sealed in good repair and protected from possible damage within the work area I After the work area has been prepared the decontamination facility set up and the exhaust units installed start the units one at a time if more than one is provided Visually check the direction of air movement through the openings in the barriers and verify movement of air in all locations of the work areas by use of ventilation smoke tubes Adjust the location of exhaust units or provide additional exhaust units for the work area if the test indicates inadequate or improper air movement J After removal has begun maintain operation of exhaust units continuously to maintain a constant negative pressure until decontamination of the work area is complete Do not turn units off at the end of the work work shift or when removal operations temporarily stop K Change filters in exhaust units in accordance with msanufacturer recommendations and Paragraph J32 1 of the EPA document Guidance for Controlling Friable Asbestos Containing Materials in Buildings Purple Book June 1985 or when there is obvious loss of Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications negative pressure Each machine shall be equipped with an internal pressure differential gauge If pressure differential at any time is less than the initial daily reading machine shall be checked for leakage from HEPA filter or filter shall be replaced Maintain a sufficient number of reserve negative pressure fan units to accommodate maintenance or repair activities L When a final inspection and the results of the final air monitoring and wipe tests indicates an acceptable level of airborne fibers and settled lead dust remove and dispose of pre filters and shut off the exhaust units If the exhaust units are to be used in another work area leave the final filter in place and seal all intake openings to the unit to prevent contamination due to asbestos fibers and lead particles collected on the final filter If the exhaust units are not to be used in other work areas remove the final filter and dispose of as asbestoslead contaminated waste M If dismantling operations result in visible dust on surfaces replace filters restart exhaust units clean surfaces and perform additional area air monitoring at Csontractor expense until the level of airborne fibers is acceptable as specified N Dispose of all filters as leadasbestoscontaminated waste material as specified O Maintain records on each HEPAfiltered machine including exhaust sampling data working hours since last filter change pressure gauge readings date and time of each filter replacement date and time of each machine addition deletion on project 312 POST REMOVAL ENCAPSULATION OF AFFECTED AREAS A An approved encapsulant shall be applied using airless spraying equipment to all areas of the project where asbestos containing materials have been removed C Encapsulated areas shall be controlled so that excess material does not stain wall surfaces All the excess encapsulant tape adhesive marks etc shall be wiped off the visible surfaces Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications A Disposal of asbestos containing waste must occur at an appropriate landfill as mutually agreed upon by the Owner and the Contractor B It is the responsibility of the Contractor to determine current waste handling transportation and disposal regulations for the work site and for each waste disposal landfill The Contractor must comply fully with these regulations and all appropriate EPA and other Federal State and local regulations C The Contractor shall document actual disposal of the waste at the designated landfill by completing a waste manifest and by ensuring its proper completion by the Oswner Consultant waste transporter and waste disposal site operator D Dispose of all friable materials deemed to contain or be contaminated with asbestos including but not limited to spray appliedtroweledon fireproofing non intact wall systems 01California only and 1 1 asbestos joint compound materials vinyl sheet flooring vinyl floor tile flooring mastics and cleaning rags as Class I asbestos waste hazardous E Dispose of all non friable materials deemed to contain or be contaminated with asbestos including vinyl floor tile and mastic materials as Class II non hazardous asbestos waste regulated F Dispose of all 01 aka trace asbestos containing materials in accordance with all appropriate EPA and other Federal State and local regulations California only Lead Based Paints Lead Containing Materials 1 Results of the Lead based paint survey should be provided to the contractors and subcontractors performing the work at the site that may disturb painted building components Contractors disturbing components must do so in compliance with applicable regulations of California department of Occupational safety and Health Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications 2 Currently California regulations require that lead painted components produce a Total Threshold Limit Concentration TTLC of less than 350mgkg and a Soluble Threshold Limit Concentration STLC of less than 5OmgL to be considered a non hazardous waste The results of that testing will have a significant impact on disposal costs 3 The lead painted components should not be sawed burned ground into mulch or reused and should be disposed in a properly licensed landfill Loose paint chips should be removed by HEPA vacuum prior to demolition and will need to be disposed of as hazardous waste 4 To obtain actual cost data a specification requiring bidders to assess work condition and to measure quantities to their own satisfaction for the work should be distributed to licensed qualified and reputable contractors a job walk should be conducted and fixed cost bid contracts should be obtained 5 Lead safe work practices will be used on on this project Since elemental lead is a suspect carcinogen and known teratogen and a neurotoxic in high doses lead containing materials need to be identified prior to the onset of demolition activities using combinations of engineering controls and personal protective equipment lead containing materials can be remediated safely Several sources of applicable standards are listed below 1 Lead exposures in the work place are regulated by CAL OSHA which has certain regulatory requirements for identifying and controlling potential lead exposures Currently applicable regulations for the construction industry have been adopted by CALOSHA 81CCR1532 from the Federal OSHA regulations The current OSHA 8 hour permissible exposure level for lead is 50mGM 2 Current EPA and CAL EPA regulations do not require LBP to be removed prior to demolition unless loose and peeling Provided that the paints are securely adhered to substrates non flaking or non peeling disposal of intact demolition debris can generally be handled in California as non hazardous and non RCRA waste In California loose and peeling LBP or other wastes require characterization and testing for leachability Disposal requirements are as follows Essel Technology Services Inc EcwsoswelmTwek City of Rosemead Rosemead Community Recreation Center Asbestos Abatement Specifications a If the total lead content is 50PPM it is considered non RCRA non hazardous waste since it is impossible to exceed the Waste Extraction Test WET test limit of 5mgI using the 10 to 1 ratio b If the total lead content is 350 ppm and the WET test is 5mgI then the waste has low leachability and is classified as nonRCRA non hazardous waste c If the total lead content is 350ppm and the Toxicity Characteristic Leaching Procedure TCLP is 5 mgI then it has low leachability and is classified as Class I nonRCRA California hazardous waste stabilization not required d If the total lead content is 350ppm and the TCLP test results are 5mgI then it is classified as Class I RCRA hazardous waste stabilization required 3 Major definitions of LBP or lead coated surfaces are listed below a HUD defines LBP as paint that contains either 05by weight of lead or 1 mgcm2 b Consumer Product safety Commission CPSC prohibits the manufacturing of paint that contains more than 600ppm006 of lead c This report uses the HsUD definitions for the purpose of identifications but compliance to CalOsSHA Construction Lead Standard is required for all paints with any measurable lead content d The California Department Health Services DHS requires the use of Certified Lead workers and supervisors for lead abatement projects at public buildings with a greater than 20 years expected life or whenever work is completed specifically to abate leadbased paint as defined by HUD The DHS certifications requirements do not apply to industrial sites however dust controls and personnel protection are still required under 17CCR section 35001 through 36100 Essel Technology Services Inc EcwsoswelmTwek