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HomeMy WebLinkAboutResolution - 2001-R0331 - Contract For Copper Rawlings Community Center - Lubbock Building Services - 08_30_2001Resolution No. 2001-RO331 August 30, 2001 Item No. 43 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock, a contract for the Copper Rawlings Community Center renovations-ITB #180-01/RS, by and between the City of Lubbock and Lubbock Building Services of Lubbock, Texas and related documents. Said contract is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council this 30th day of _ August 2001. WINDY SlktTON, MAYOR ATTEST: Rebecca Garza, City Secretary APPROVED AS TO CONTENT: vj� Victor Kilman, Purc sing Manager APPROVED AS TO FORM: oe William de Haas Contract Manager/Attorney gs:/ccdocs/Contract-Copper Rawlings Comm Ctr.res August 21, 2001 SOND CHECK -r BEST RATfNG i_ICE'NUED JN TEXAS BATE BY CITY OF LUBBOCK SPECIFICATIONS FOR COPPER RAWLINGS COMMUNITY CENTER RENOVATIONS ITB #180-01/RS " A City Of Planned Progress" P" CITY OF LUBBOCK Lubbock, Texas P" *IQ ITB #180-01/RS, Addendum #1 City of Lubbock PURCHASING DEPARTMENT ROOM L04, MUNICIPAL BUILDING 1625 13T" STREET LUBBOCK, TEXAS 79401 PH:(806)775-2167 FAX:(806)775-2164 http://purchasing.ci.lubbock.tx.us ADDENDUM #1 ITB #180-01/RS Copper Rawlings Community Center Renovations MAILED TO VENDOR: July 13, 2001 CLOSE DATE: July 24, 2001 @ 2:00 P. M. The following items take precedence over specifications for the above named Invitation to Bid (ITB). Where any item called for in the ITB documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. On the Drawings, Painting, Clarification: Painting of new conduits or walls where conduits are removed is not required as part of this project. 2. On the Drawings, Sheet Al, Painting/Wall Repair Keyed Notes, Note #1, add the following: 'Repair surrounding wall areas to match adjacent finishes. Repaint interior wall with new door corner -to - corner and floor -to -ceiling, and repair stucco finish at exterior". All requests for additional information or clarification must be submitted in writing and directed to: Ron Shuffield, Senior Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to : (806)775-2164 or Email to: RShuffield@mail.ci.lubbock.tx.us THANK YOU, CITY OF LUBBOCK t Ron Shuffield Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID. 180-01/RSadd 1 r■+ CITY OF LUBBOCK INVITATION TO BID FOR TITLE: COPPER RAWLINGS COMMUNITY CENTER RENOVATIONS ADDRESS: LUBBOCK, TEXAS ITB NUMBER: 180-01/RS PROJECT NUMBER: 90106.9211.30000 CONTRACT PREPARED BY: PURCHASING DEPARTMENT m 4. 5. ,., 6. 7. 8. 9. 10 INDEX NOTICE TO BIDDERS GENERAL INS T RUCTIONS TO BIDDERS BID SUBMITTAL - BID FOR LUMP SUM CONTRACTS PAYMENT BOND PERFORMANCE BOND CERTIFICATE OF INSURANCE CONTRACT GENERAL CONDITIONS OF THE AGREEMENT CURRENT WAGE DETERMINATIONS SPECIFICATIONS r" NOTICE TO BIDDERS NOTICE TO BIDDERS ITB #180-011RS Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401, until 2:00 o'clock p.m. on the 24th dayof f July, 2001, or as changed by the issuance of formal addenda to all planholders, to < furnish all labor and materials and perform all work for the construction of the following described project with a budget amount of $40,000.00: "COPPER RAWLINGS COMMUNITY CENTER RENOVATIONS" After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Purchasing Manager and publicly read aloud. It is the sole responsibility of the bidder to ensure that his bid is actually in the office of the Purchasing Manager for the City of Lubbock, before the expiration of the date above first written. Bids are due at 2:00 o'clock p.m. on the 24th day of July, 2001, and the City of Lubbock City Council will consider the bids on the 9th day of August, 2001, at the Municipal Building, 1625 13th Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities. The successful bidder will be required to furnish a performance bond in accordance with .Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. Said statutory bonds should be issued by a company carrying a current Best Rating of B or superior. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within fifteen (15) days after notice of award of the contract to him. It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding all local conditions under which the work is to be done. It shall be understood and agreed that all such factors have been thoroughly investigated and considered in the preparation of the bid submitted. There will be a non -mandatory pre -bid conference on 12th day of July, 2001 at 10:00 o'clock a.m., in the Purchasing Conference Room L04, Lubbock, Texas. Bidders may view the plans and specifications without charge at Lubbock City Hall, 1625 13' Street, Lubbock, Texas, Purchasing Department, Room L-04. Plans and specifications may be obtained by the bidder for a $100.00 refundable charge per set. Plans and specifications may be obtained through Condray Design Group, Inc., 2525 74th Street, Ste. 100, Lubbock, Texas 79423, Phone: (806) 748-6190. Plans and specifications will be shipped at the bidder's expense. If bidder requires overnight or second day expedited method parcel shipment, the bidder will incur shipping charges and must furnish the name of the service to be used and the bidder's account number. - Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, which document is specifically referred to in this notice to bidders. Each bidder's attention is further directed to provision of Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as heretofore established by owner in said wage scale. low The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this advertisement, minority and women business enterprises will be afforded equal opportunities to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award. The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings and bid openings are available to all persons regardless of disability. If you would like bid information made available in a more accessible format or if you require assistance, please contact the City of Lubbock Human Relations Office at (806) 775-2281 at least 48 hours in advance of the meeting. - CITY OF LUBBOCK VICTOR KILMAN PURCHASING MANAGER a i•�. GENERAL INSTRUCTIONS TO BIDDERS a GENERAL INSTRUCTIONS TO BIDDERS 1 BID DELIVERY. TIME & DATE 1.1 The City of Lubbock is seeking written and sealed competitive bids to furnish COPPER RAWLINGS COMMUNITY CENTER RENOVATIONS per the attached specifications and contract documents. Sealed bids will be received no later than 2:00 p.m. CST, the 24th day of July, 2001 at the office listed below. Any bid received after the date and hour specified will be rejected and returned unopened to the bidder. Each bid and supporting documentation must be in a sealed envelope or container plainly labeled in the lower left-hand corner: "ITB #180-01/RS, COPPER RAWLINGS COMMUNITY CENTER RENOVATIONS" and the bid opening date and time. Bidders must also include their company name and address on the outside of the envelope or container. Bids must be addressed to: Victor Kilman, Purchasing Manager City of Lubbock 1625 13th Street, Room L-04 7 Lubbock, Texas 79401 1.2 Bidders are responsible for making certain bids are delivered to the Purchasing Department. Mailing of a bid does not ensure that the bid will be delivered on time or delivered at all. If bidder does not hand deliver bid, we suggest that he/she use some sort of delivery service that provides a receipt. 1.3 Bids will be accepted in person, by United States Mail, by United Parcel Service, or by private courier service. No bids will be accepted by oral communication, telephone, electronic mail, telegraphic transmission, or telefacsimile transmission. THE CITY WILL NOT ACCEPT FAX BIDS. 1.4 The City of Lubbock reserves the right to postpone the date and time for opening bids through an addendum. 2 PRE -BID MEETING 2.1 For the purpose of familiarizing bidders with the requirements, answering questions, and issuing addenda as needed for the clarification of the Invitation to Bid (ITB) documents, a non-mandatorypre-bid meeting will be held•at 10:00 a.m..'July 12th. 2001 in Purchasing Conference Room L04, Lubbock. Texas. All persons attending the meeting will be asked to identify themselves and the prospective bidder they represent. 2.2 It is the bidder's responsibility to attend the pre -bid meeting though the meeting is not mandatory. The City will not be responsible for providing information discussed at the pre -bid meeting to bidders who do not attend the pre -bid meeting. FIR 3 ADDENDA & MODIFICATIONS 3.1 Any changes, additions, or clarifications to the ITB are made by written bid addenda. 3.2 Any bidder in doubt as to the true meaning of any part of the specifications or other documents may request an interpretation thereof from the Purchasing Department. At the request of the bidder, or in the event the Purchasing Department deems the interpretation to be substantive, the interpretation will be made by written addendum issued by the Purchasing Department. Such addendum issued by the Purchasing Department will be sent to all bidders receiving the original Invitation to Bid (ITB) and will become part of the bid package having the same binding effect as provisions of the original bid. NO VERBAL EXPLANATIONS OR INTERPRETATIONS WILL BE BINDING. In order to have a request for interpretation considered, the request must be submitted in writing and must be received by the City of Lubbock Purchasing Department no later than five (5) days before the bid closing date. 3.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of Lubbock shall not be legally bound by any amendment or interpretation that is not in writing. Only information supplied by the City of Lubbock Purchasing Department in writing or in this ITB should be used in preparing bid responses. All contacts that a bidder may have had before or after receipt of this ITB with any individuals, employees, or representatives of the City and any information that may have been read in any news media or seen or heard in any communication facility regarding this bid should be disregarded in preparing responses. 3.4 The City does not assume responsibility for the receipt of any addendum sent to bidders. 4 EXAMINATION OF DOCUMENTS AND REQUIREMENTS 4.1 Each bidder shall carefully examine all ITB documents and thoroughly familiarize itself with all requirements before submitting a bid to ensure that their bid meets the intent of these specifications. 4.2 Before submitting a bid, each bidder shall be responsible for making all investigations and examinations that are necessary to ascertain conditions and requirements affecting the requirements of this Invitation to Bid. Failure to make such investigations and examinations shall not relieve the bidder from obligation to comply, in every detail, with all provisions and requirements of the Invitation to Bid. 4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Purchasing Manager and a clarification obtained before the bids are received, and if no such notice is received by the Purchasing Manager prior to the opening of bids, then it shall be deemed that the bidder fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If bidder does not notify Purchasing Manager before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. 5 BID PREPARATION COSTS 5.1 Issuance of this ITB does not commit the City of Lubbock, in any way, to pay any costs incurred in the preparation and submission of a bid. 5.2 The issuance of this ITB does not obligate the City of Lubbock to enter into contract for any services or equipment. 5.3 All costs related to the preparation and submission of a bid shall be paid by the bidder. 6 TRADE SECRETS CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION ACT 6.1 If you consider any portion of your bid to be privileged or confidential by statute or judicial decision, including trade secrets and commercial or financial information, clearly identify those portions. 6.2 The City of Lubbock will honor your notations of trade secrets and confidential information and decline to release such information initially, but please note that the final determination of whether a particular portion of your bid is in fact a trade secret or commercial or financial information that may be withheld from public inspection will be made by the Texas Attorney General or a court of competent jurisdiction. In the event a public information request is received for a portion of your bid that you have marked as being confidential information, you will be notified of such request and you will be required to justify your legal position in writing to the Texas Attorney General pursuant to Section 552.305 of the Government Code. In the event that it is determined by opinion or order of the Texas Attorney General or a court of competent jurisdiction that such information is in fact not privileged and confidential under Section 552.110 of the Government Code and Section 252.049 of the Local Government Code, then such information will be made available to the requester. 6.3 Marking your entire bid CON FI DENTIAUPROP RIETARY is not in conformance with the Texas Open Records Act. 7 LICENSES, PERMITS, TAXES The price or prices for the work shall include full compensation for all taxes, permits, etc. that the bidder is or may be required to pay. 8 CONFLICT OF INTEREST 8.1 The bidder shall not offer or accept gifts or anything of value nor enter into any business arrangement with any employee, official or agent of the City of Lubbock. 8.2 By signing and executing this bid, the bidder certifies and represents to the City the bidder has not offered, conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of special treatment, advantage, information, recipient's decision, opinion, recommendation, vote or any _ other exercise of discretion concerning this bid. 9 CONTRACT DOCUMENTS 9.1 All work covered by the contract shall be done in accordance with contract documents described in the General Conditions. 9.2 All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. 10 PLANS FOR USE BY BIDDERS If is the intent'of the C4'of Lubbock that all parties with an interest in submitting a bid on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge or forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice to Bidders. 11 BIDDER INQUIRIES AND CLARIFICATION OF REQUIREMENTS 11.1 It is the intent and purpose of the City of Lubbock that this request permit competitive bids. It shall be the bidder's responsibility to advise the Purchasing Manager if any language, requirements etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source. Such notification must be submitted in writing and must be received by the City of Lubbock Purchasing Office no later than five (5) calendar days before the bid closing date. A review of such notifications will be made. 11.2 NO BIDDER SHALL REQUEST ANY INFORMATION VERBALLY. ALL REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING THIS INVITATION TO BID (ITB) MUST BE SUBMITTED IN WRITING NO LATER THAN FIVE (5) CALENDAR DAYS PRIOR TO THE BID CLOSING DATE AND ADDRESSED TO RON SHUFFIELD,'SENIOR BUYER City of Lubbock 1625 13'' Street Lubbock, Texas,:.. .. 79401 Fax: (806) 775-2164 Email: rshuffoeld@mail.ci.lubbock.tx.us 12 TIME AND ORDER FOR COMPLETION 12.1 The construction covered by the contract documents shall be fully completed within SIXTY (60) CONSECUTIVE CALENDAR DAYS from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. 12.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take such action as the City deems necessary to ensure completion of the project within the time specified. 13 PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. 14 AFFIDAVITS OF BILLS PAID The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. 15 MATERIALS AND WORKMANSHIP The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve 3 the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality, which the Owner believes necessary to procure a satisfactory project. 16 GUARANTEES 16.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock). 16.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and warrants fault -free performance and fault -free result in the processing date and date -related data (including, but not limited to calculating, comparing and sequencing) of all hardware, software and firmware products delivered and services provided under this Contract, individually or in combination, as the case may be from the effective date of this Contract. Also, the Contractor warrants calculations will be recognized and accommodated and will not, in any way, result in hardware, software or firmware failure. The City of Lubbock,. at its sole option, may require the Contractor, at any time, to demonstrate the procedures it intends to follow in order to comply with all the obligations contained herein. 16.3 The obligations contained herein apply to products and services provided by the Contractor, its sub- contractor or any third party involved in the creation or development of the products and services to be delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and under this Contract including, but not limited to, its right pertaining to termination or default. 16.4 The warranties contained herein are separate and discrete from any other warranties specified in this Contract, and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the Contractor's liability which may be specified in this Contract, its appendices, its schedules, its annexes or any document incorporated in this Contract by reference. 17 PLANS FOR THE CONTRACTOR The contractor will be furnished one set of plans and specifications, and related contract documents for his use during construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Contractor. 18 PROTECTION OF THE WORK The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have been opened and before the contract has been awarded, to require of a bidder the following information: (a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by the intended contract and all work in progress with bond amounts and percentage completed. . (b) A sworn statement of the current financial condition of the bidder. (c) Equipment schedule. 19 TEXAS STATE SALES TAX 19.1 This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act. 19.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. 20 PROTECTION OF SUBSURFACE LINES AND STRUCTURES It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be damaged by Contractor during the construction of the project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense. 21 BARRICADES AND SAFETY MEASURES The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of acceptance of the project. 22 EXPLOSIVES 22.1 The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage, which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. 22.2 Explosive materials shall not be stored or kept at the construction site by the Contractor. 22.3 In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. 23 CONTRACTOR'S REPRESENTATIVE "" The successful bidder shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful bidder shall be required to furnish the name, address and telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress. 24 INSURANCE 24.1 The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted before contract execution. 24.2 The insurance certificates furnished shall name the City as an additional insured, or in the alternative, shall be accompanied by a statement from the Contractor to the effect that no work on this particular project shall be subcontracted. It shall be the contractor's responsibility to provide to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor, 25 LABOR AND WORKING HOURS 25.1 Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate that must be paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of the wage schedules above mentioned and the bidder's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in these contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under this contract requiring an inspector will not be performed on weekends or holidays unless the following conditions exist: 26.1.1 The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. 26.1.2 Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. 25.2 Before construction work requiring an inspector is to be performed on weekends or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow construction work requiring an inspector on weekends or holidays will be made by the Owner's Representative. 25.3 In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 26 PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than once each week. The Contractor and each of his subcontractors engaged at the site of the work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or Engineer, a certified, sworn, legible copy of such payroll. This shall contain the name of each employee, his classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit shall state that the copy is a true and correct copy of such payroll, that no rebates or deductions (except as shown) have been made, or will in the future be made from the wages paid as shown thereon. The Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, ten dollars for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these contract documents. 27 PROVISIONS CONCERNING ESCALATION CLAUSES Bids submitted containing any conditions which provide for changes in the stated bid price due to increases or decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the bidder without being considered. 28 PREPARATION FOR BID 28.1 The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be correctly filled in and the bidder shall state the price both in words and numerals, for which he intends to do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of discrepancy between the price written in words and the price written in figures, the price written in words shall govern. a 28.2 If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. if a bid is submitted by a firm, association, or partnership, the name and address of each member must be given and the bid signed by a member of the firm, association or partnership, or person duly authorized. If the bid is submitted by a company or corporation, the company or corporate name and business address must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign bids must be properly certified and must be in writing and submitted with the bid., The bid shall be executed in ink. 28.3 Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside of the envelope in the following manner: 28.3.1 Bidder's name �+ 28.3.2 Bid for (description of the project). w 28.4 Bid submittals may be withdrawn and resubmitted at any time before the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. 28.5 Pursuant to Texas Local Government Code 252.043(a), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR TO BID OPENING. 29 BOUND COPY OF CONTRACT DOCUMENTS Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the following: (a) Notice to Bidders. (b) General Instructions to Bidders. (c) Bidder's Submittal. (d) Statutory Bond (if required). (e) Contract Agreement. (f) General Conditions. (g) Special Conditions (if any). (h) Specifications. (i) Insurance Certificates. Q) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders. If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by reference into the aforementioned contract documents. 30 QUALIFICATIONS OF BIDDERS The bidder may be required before the award of any contract to show to the complete satisfaction of the City of Lubbock that it has the necessary facil'fies, ability, and financial resources to provide the service specified therein in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy the City of Lubbock about the bidder's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The City of Lubbock reserves the right to reject any bid if the evidence submitted by, or investigation of, the bidder fails to satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the contract and to complete the 4._., work described therein. Evaluation of the bidder's qualifications shall include: (a) The ability, capacity, skill, and financial resources to perform the work or provide the service required. (b) The ability of the bidder to perform the work or provide the service promptly or within the time specified, without delay or interference. (c) The character, integrity, reputation, judgment, experience, and efficiency of the bidder. (d) The quality of performance of previous contracts or services. 7 31 BID AWARD 31.1 The City of Lubbock reserves the right to reject any or all bids, reject any particular item on a bid, and to waive immaterial formalities and to accept the offer most advantageous to the City of Lubbock in its sole discretion. Unless otherwise specified herein, the City shall award the bid based on the Total Bid Amount. 31.2 All bids are evaluated for compliance with specifications before the bid price is considered. Response to specifications is primary in determining the best low bid. Failure to comply with the specifications may result in disqualification of the bid. 31.3 In case of tie bids, preference will be given to local bidders. Consistent and continued tie bidding may be cause for rejection of bids by the City of Lubbock and/or investigation by the Attorney General to determine possible Anti -Trust violations. 31.4 Before the City may award a bid to a nonresident bidder, the nonresident bidder's bid must be lower than lowest bid submitted by a responsible Texas bidder by the same margin or amount that a Texas bidder would be required to underbid the nonresident bidder in the nonresident bidders' home state. 31.5 Any contract made, or purchase order issued, as a result of this Invitation to Bid, shall be entered into the State of Texas and under the laws of the State of Texas. In connection with the performance of work, the Bidder agrees to comply with the Fair Labor Standard Act, Equal Opportunity Employment Act, and all other applicable Federal, State, and Local laws, regulations, and executive orders to the extent that the same may be applicable. 31.6 NO INDIVIDUAL OF ANY USING DEPARTMENT HAS THE AUTHORITY TO LEGALLY AND/OR FINANCIALLY COMMIT THE CITY TO ANY CONTRACT, AGREEMENT OR PURCHASE ORDER FOR GOODS OR SERVICES, UNLESS SPECIFICALLY SANCTIONED BY THE REQUIREMENTS OF THIS INVITATION TO BID. PIR op" Ago P." PR W BID SUBMITTAL LUMP SUM BID CONTRACT DATE: July 24, 2001 PROJECT NUMBER: #180-011RS - COPPER RAWLINGS COMMUNITY CENTER RENOVATIONS Bid of Lubbock B u i i d i ng se-rui (hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Gentlemen: The Bidder, in compliance with your Invitation to Bid for the construction of a COPPER RAWLINGS COMMUNITY CENTER RENOVATIONS having carefully examined the plans, specifications, instructions to bidders, notice to bidders k and all other related contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated below. The price to cover all expenses incurred in performing the work required under the contract documents. MATERIALS: 7—h r' /���.t .1 a •^ t was J ��% ) SERVICES: J00 -. ���• (� I / c1 w ) TOTAL B! IJZ:�e-n � - �^ �. _2_ (Amount shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written "Notice to Proceed" of the Owner and to fully complete the project within 60 (SIXTY) consecutive calendar days thereafter as stipulated'in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of $0 (ZERO) for each consecutive calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 28 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. .., The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, pay without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount c bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute necessary bonds (if required) within fifteen (15) days after notice of award of the contract to him. n Enclosed with this bid is a Cashier's Check or Certified Check for Dollars ($ } or a Bid Bond in the sum of 5% Dollars ($ 1, which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documer insurance certificates, and the required bond (if any) with the Owner within fifteen (15) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to th undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all con documents made available to him for his inspection in accordance with the Notice to Bidders. Pursuant to Texas Local Government Code 252.043(a), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR TO BID OPENING. (Sea[ if Bidder is a Corporation) A i �.E etary v Bidder acknowledges receipt of the following addenda: Addenda No. 1 Date 7-24-01 Addenda No. Date Addenda No. Date Addenda No. Date WNSE Firm: l I Woman n Date: July 24, 2001 c Signature c/ Jerry Smith (Printed or Typed Name) Lubbock Build9 Company .o. ROy h56o0—ig4 Address Lubbock T.uhhor k City, County Texas 79464 State Zip Code Telephone: ( 806) _ 798-7005 Faxi 80h) - 7C) -R9Sr, lack American sian Pacific American ative American 2 THE AMERICAN INSTITUTE OF ARCHITECTS rim AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we Lubbock Building Services, Inc., 14302 Slide Rd., Lubbock, TX 79424 as Principal, hereinafter called the Principal, and Capitol Indemnity Corporation 4610 University Ave Madison, Wisconsin, 53705-0900 (Here insert full name and address or legal title of Surety) . a corporation duly organized under the laws of the State of Wisconsin as Surety, hereinafter called the Surety, are held and firmly bound unto City of Lubbock (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of *** FIVE PERCENT OF BID AMOUNT *** Dollars( 5% ) for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (Here insert full name, address and description of project) COPPER RAWLINGS COMMUNITY CENTER RENOVATIONS NOW, THEREFORE, if the Obligee, shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee, in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract .and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the r• Principal shall pay to the Obligee, the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee, may in good faith contract with another party to perform the Work covered by said bid. then this obligation shall be null and void, otherwise to remain in full force and effect. .,. Signed and sealed tNs 24th day f July, 2001 all (Witness) Ca '4 41.0 P" '� (Witness) P, Lubbock Building Services, Inc. n (Principal) / //' (Title) Capitol Indemnity Corporation (Seal) (Surety) (Seal) f Staci Gross (Title) Attorney -in -Fact AIA DOCUMENT A310 - BID BOND - AIA ® - FEBRUARY 1970 ED - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 XM Printed on Recycled Paper 9/93 MOR QD INDEMNITY CORPORATION 4610 UNIVERSITY AVENUE, SUITE 1400, MADISON, WISCONSIN 53705-0900 PLEASE ADDRESS REPLY TO P.O. BOX 5900, MADISON, WI 53705-0900 PHONE (608) 231-4450 -FAX (608) 231-2029 POWER OF ATTORNEY No: 578033 Know all men by these Presents, That the CAPITOL INDEMNITY CORPORATION, a corporation of the State of Wisconsin, having its principal offices in the City of Madison, Wisconsin, does make, constitute and appoint -------------- STACI J. GROSS, LAURA A. ESPINOZA, STEVE DEAL OR DONAL BOLEY----------------- its true and lawful Attorney(s)-in-fact, to make, execute, seal and deliver for and on its behalf, as surety, and as its act and deed, any and all bonds, undertakings and contracts of suretyship, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed in amount the sum of ---------------------------- --------- ----------- NOT TO EXCEED $4,000,000.00----------------------------------------------- This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following .,, Resolution adopted by the Board of Directors of CAPITOL INDEMNITY CORPORATION at a meeting duly called and held on the 5th day of May 1960: "RESOLVED, that the President, and Vice -President, the Secretary or Treasurer, acting individually or otherwise, be and they hereby are granted the power and authorization to appoint by a Power of Attorney for the purposes only of executing and attesting bonds and undertakings, and other writings obligatory in the ®„ nature thereof, one or more resident vice-presidents, assistant secretaries and attorneys) -in -fact, each appointee to have the powers and duties usual to such offices to the business of this company; the signature of such officers and seal of the Company may be affixed to any such power of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking or other writing obligatory in the nature thereof to which it is attached. Any such appointment may be revoked, for cause, or without cause, by any of said officers, at any time." IN WITNESS WHEREOF, the CAPITOL INDEMNITY CORPORATION has caused these presents to be signed by its officer undersigned and its corporate seal to be hereto affixed duly attested by its Secretary, this 1st day of June, 1999. CAPITOL INDEMNITY CORPORATION Attest:ILA. 148\1 p 9 Virgiline M. Schulte, Secretary Za CORPORATE SEAL z` Georh . Fail, President STATE OF WISCONSIN ,SC0144°d COUNTY OF DANE j 11101t11I���� On the 1 st day of June, A.D., 1999, before me personally came George A Fait, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Dane, State of. Wisconsin; that he is the President of CAPITOL INDEMNITY CORPORATION, the corporation described in and which executed the above instrument; that he knows the seal of the said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. STATE OF WISCONSIN FluWise nmii�„Vs/�' e JANE s ' A� COUNTY OF DANE = * F. * _ Jane F. Endres a ENDRES Notary Public, Dane Co., WI o M Commission Expires March 23 2003 mnnt�� Y P > CERTIFICATE I, the undersigned, duly elected to the office stated below, now the incumbent in CAPITOL INDEMNITY CORPORATION, a Wisconsin Corporation, authorized to make this certificate, DO HEREBY CERTIFY that the foregoing attached Power of. Attorney remains in full force and has not been revoked; and furthermore that the Resolution of the Board of Directors, set forth in the Power of Attorney is now in force. Signed and sealed at the City of Madison. Dated the _-.day of —//- T7yy 1__ �DO1--- `� �YApEM FO 9 CORPORATE z` SEAL Paul J. Brei r, Treasurer This power is valid only if the power of attorney number printed in the upper right hand corner apears in red. Photocopies, carbon copies or other reproductions are not binding on the company, inquiries concerning this power of attorney may be directed to the Bond Manager at the Home Office of the Capitol Indemnity Corporation. CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT ,., To Be Completed by Bidder And Attached to Bid Submittal 1, the undersigned Bidder, certify that the insurance requirements contained in this bid document have been reviewed by me with the below identified Insurance Agent/Broker. If I am awarded this contract by the City of Lubbock, I will be able to, within fifteen (15) days after being notified of such award by the City of Lubbock, furnish a valid insurance certificate to the City meeting all of the requirements defined in this bid/proposal. �yr \ _ Jerry Smith 5gcfor (Signature) Contractor (Print) CONTRACTOR'S FIRM NAME: Lubbock Buildi na Services (Print or Type ) CONTRACTOR'S FIRM ADDRESS: 14302 S. Slide Rd. Suite B. Lubbock, TX 79424 Name ofAgent/Broker: John Carson - Address ofAgent/Broker: 4505 82nd St. Suite 10 City/State/Zip: - Lubbock, TX 79424 Agent/BrokerTelephone Number:'( 806 ) 798-7979 Date: 7-24-01 NOTE TO CONTRACTOR If the time requirement specified above is not met, the City has the right to reject this bid/proposal ar ."•" award the contract to another contractor. If you have any questions concerning these requirements, please contact the Purchasing Manager for the City of Lubbock at (806) 775-2165. BID #180-01/RS - COPPER RAWLINGS COMMUNITY CENTER RENOVATIONS 4 LIST OF SUBCONTRACTORS Minority Owned Yes No n ❑ r rl ❑ ❑ ❑ r ❑ ❑ 3 r"R ZI CITY OF LUBBOCK -� CONTRACTOR NOTIFICATION AND ACKNOWLEDGMENT of the presence of asbestos containing building materials (ACBM) The purpose of this document is to advise the contractor/bidder of the presence and location of ACBM in the building(s) indicated below. The City of Lubbock makes this notification in our continuing effort to comply with all environmental, health, and safety regulations associated with asbestos. Copper Rawlings Community Center, located at 213 40th Street in Lubbock, contains Asbestos Containing Building Materials (ACBM). The description of known materials and locations are listed below. Type / Location: Transite panels / Rm. # 1— Entry Type / Location: Mastic under 12" X 12" floor tile, bone with white & taupe accents / Rm. #'s 1-3, & 5-12 Type / Location: Mastic under 12" X.12" floor tile, tan with brown accents / Rm. #'s 7&8 Type / Location: Mastic under 12" X 12" floor tile, bone with green accents / Rm. #'s 13 & 14 The above should not be considered a complete and/or exhaustive list of ACBM in this structure. Materials can be encased behind walls and not readily visible or accessible. Your signature below indicates your acknowledgement and agreement of the following: 1) You have been notified of the presence and location of known ACBM, 2) You will avoid the disturbance of known ACBM unless trained, licensed, and authorized to do so, and 3) You will advise a City representative in the event of any accidental disturbance of the ACBM listed above. Please return the original, signed version with your bid submittal. Contractor Name: Lubbock Building S rvir•pg Contractor Representative: Contractor Signature: Attention Purchasing dept: Coordinator Date: 7_24-01 the, signed document to the Facilities Manaeement department. Attn: Asbestos ITB #180-01/RS, Addendum #1 City of Lubbock PURCHASING DEPARTMENT ROOM L04, MUNICIPAL BUILDING 1625 13T" STREET LUBBOCK, TEXAS 79401 PH:(806)775-2167 FAX:(806)775-2164 http://purchasing.ci.lubbock.tx.us MAILED TO VENDOR: CLOSE DATE: ADDENDUM #1 ITB #180-01 /RS Copper Rawlings Community Center Renovations July 13, 2001 July 24, 2001 @ 2:00 P. M. The following items take precedence over specifications for the above named Invitation to Bid (ITB). Where any item called for in the ITB documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. On the Drawings, Painting, Clarification: Painting of new conduits or walls where conduits are removed is not required as part of this project. 2. On the Drawings, Sheet Al, Painting/Wall Repair Keyed Notes, Note #1, add the following: "Repair surrounding wall areas to match adjacent finishes. Repaint interior wall with new door corner -to - corner and floor -to -ceiling, and repair stucco finish at exterior". All requests for additional information or clarification must be submitted in writing and directed to: Ron Shuffield, Senior Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to : (806)775-2164 or Email to: RShuffield@maii.ci.lubbock.tx.us THANK YOU, CITY OF LUBBOCK Ron Shuffield Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID. 180-01/RSadd1 e-� PAYMENT BOND PM Bond #787501 STATUTORY PAYMENT BOND PURSUANT TO CHAPTER 2253 PM OF THE TEXAS GOVERNMENT CODE (PUBLIC WORKS) (Penalty of this Bond must be 100% of Contract Amount) KNOW ALL MEN BY THESE PRESENTS, That Lubbock Building Services, Inc. (hereinafter called the Principal), as Principal, and Capitol Indemnity Corporation (hereinafter called the Surety), as Surety, are held and firmly bound unto City of Lubbock (hereinafter called the Obligee), in the amount of TWENTY-EIGHT THOUSAND SIX HUNDRED FIFTY- DOLLAR $) $28,659.00 ) NINE AND NO/100THS for the payment whereof the said Principal and Surety bind themselves and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, Dated the 30th day of August 2001 to COPPER RAWLINGS COMIMITY CENTER RENOVATIONS which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal .•, shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then this obligation shall be void; otherwise to remain in full force and effect. .., PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code and all liabilities on this bond shall be determined in accordance with the provisions, conditions and limitations of said P9" Chapter to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal and Surety have signed this instrument this 5th day of September 2001 Lubboc,k-puilding Services, Inc. By By r Staci Gross (Principal) Capitol Indemnity Corporation (Surety) Texas Dq)artr t of Irs.rce Capitol hTbTr ity Corporatic n P.O. Box 1491(Y4 P.O. Box 5900 Austin, TX 78714-91044 %dison, WI 53705-0900 1-8CD-252-3439 1-608--231-4450 Attorney -in -Fact low f ® INDEMNITY CORPORATION �w 4610 UNIVERSITY AVENUE, SUITE 1400, MADISON, WISCONSIN 53705-0900 PLEASE ADDRESS REPLY TO P.O. BOX 5900, MADISON, WI 53705-0900 QD PHONE (608) 231-4450 • FAX (608) 231-2029 .., POWER OF ATTORNEY No: 578121 u" Ill y : Know all men by these Presents, That the CAPITOL INDEMNITY CORPORATION, a corporation of the State of Wisconsin, having Its principal offices in the Clty of Madison, Wisconsin, does make, constitute I"" and appoint STACI J. G „n --- ---- A SPINOZA, STEVE DEAL OR DONAL BOLEY --- -- GROSS, LAURA its true and lawful Attorne s -in-fact `to make execute, se . - yO al anddellver for and on -its behalf, as surety, and as its act and deed, any and all bonds, undertakings and contracts of suretyshlp,,p *'ovlded'that no bond or undertaking or contract of suretyship executed under this authority shall exceed in amount the sum of..'.,... �•• -------------- -- ----=----=.- NOT TO EXCEED $4,000 000 00--- ------- _--- ------ ---- -- This Power of Attorney is granted and Is. signed and sealed by `facsimile under and by the authority of the following Resolution adopted by the Board of Directors of CAPITOL INDEMNITY. CORPORATION at a meeting duly called and held on the 5th day of May 1960: RESOLVED, that the President, and Vice-Preslden ' and'authoriz RESOLVED, to appoint by a Power of Attorney for the purposes or Treasurer, acting individually or otherwise, be and they hereby are granted the power es only of executing and attesting bonds and undertakings, and other writings obligatory in the nature thereof, one or more resident vice-presidents, assistant secretaries and attorneys) -in -fact, each appointee to have the powers and duties usual to such offices to the business of this company; the signature of such officers and seal of the Company may affixed to any such power of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certified by facsimile signatures and facsimile seal shall be, valid and binding upon the Company in the future with respect to any bond or undertaking or other writing obligatory in the nature thereof to which it is attached Any such appointment may be revoked, for cause, or without cause, by any of said officers, at any time. e . IN WITNESS WHEREOF, the CAPITOL INDEMNITY CORPORATION has caused these presents -to be signed by a its. officer undersigned and its corporate seal to be heretoaffixed duly attested by it's Secretary, this 1 st day of June, 1999. CAPITOL INDEMNITY CORPORATION .,, Attest: SITYCO �„•, Virgiline M. Schulte, Secretary '� CORPORATE'= SEAL _` GeorgrF.,President STATE OF WISCONSIN '%,, ,�CON e� ,., COUNTY OF DANE On the 1 st day of June, A.D., 1999, before me personally came George A Fait, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Dane, State of Wisconsin; that he is the President of CAPITOL INDEMNITY CORPORATION, the corporation described in and which executed the above instrument; that he knows the seal of the said corporation; that the seal affixed to said instrument is„Such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his ,name`'thereto by like order. STATE OF WISCONSIN `\���OF "'SC%, C 1 0 2 COUNTY OF DANE JJ = JA"E =* Jane F. Endres ENDRES Notary Public, Dane Co., WI yy��� My Commission Expires March 23 2003 �,� F'* m i, 4/ry//1lltllllln\\ r a �s .: CERTIFICATE;' I the' undersigned dt,Ily elected to the ' office stated « # A- ,W CORPORATION, a Wisconsin Corporati6h,'auth�orized to make thislce� now the ,incumbent in CAPITOL INDEMNITY rtlflcate, DO HEREBY CERTIFY that the foregoing attached Power of, Attorney remains in full force and has not been 6revoked; can furthermore, that the Resolution of the Board of Directors, set forth in the Power of Attorney is now 1'6 force �. ; Signed and sealed at the City of Madison Dated the � day of s: z dr i� m N Itltllllq T m I, prPw a -.-,' —,��H,Nl7Y C0,9��/ � q !t Y Y ' e min \ x,✓ o SEALwBUi J gfe r Tf2SUr@[ rY dr ?c.:. P" m CERTIFICATE OF INSURANCE rot °"` ACORDTh, CERTIFICATE OF LIABILITY INSURANCE. 0DATE (MM/DD/YY) 9/05/2001 . RODUCER (806) 798-7979 FAX (806) 798-7888 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Butler -Carson Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR i 4505 82nd St, Suite 10 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Lubbock, TX 79424 INSURERS AFFORDING COVERAGE Lubbock Building Services, Inc. INSURERA: Highlands Underwriters Ins. Co and Jerry Smith INSURERB: Highlands Insurance Co P.O. Box 65600-194 INSURERC: Lubbock, TX 79464 INSURER D: i INSURER E: ..OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/DD/YY POLICY EXPIRATION DATE MM/DD/YY LIMITS VM A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE FKI OCCUR BP0201216 09/30/2000 09/30/2001 EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE (Any one fire) S 100,000 MED EXP (Any one person) $ 51000 PERSONAL & ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PROJECT LOC PRODUCTS - COMP/OP AGG $ 1,000,000 low AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS BTA203 5 51 09/30/2000 09/30/2001 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) S BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ .E GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT S OTHER THAN EA ACC AUTO ONLY: AGG $ $ EXCESS LIABILITY OCCUR F CLAIMS MADE DEDUCTIBLE RETENTION $ BXS203070 09/30/2000 09/30/2001 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1000000 S 1,000,000 $ $ I WORKERS COMPENSATION AND EMPLOYERS' LIABILITY BWC800685 09/30/2000 09/30/2001 1 TORY LIMITS I I ER E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS ditional Insured and Waiver of Subrogation on Auto and General Liability where required by ntract. Waiver of subrogation on workers compensation. oject # ITB #180-01/RS - Copper Rawlings Community Center Renovations. CERTIFICATE HOLDER I I AnniTinNA1 INSHRFD! INRURFR I FTTFRr CANCELLATION wwn SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, City of Lubbock BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY P.O. BOX 2000 OF ANY KIND UPON TdE C , I AGENTS OR REPRESENTATIVES. Lubbock, TX 79408 FAU1HORIZEDREPREhn Carson ---- -0,;UKU ZO-J IU`J/) UAUUKU GUKVUKAI IUN 1Udd IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. (7197) REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must (see reverse) be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment and materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512)440- 3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." and (8) contractually require each person with whom it contracts to provide services on a project, to: (A) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; A provide a certificate of coverage to the contractor prior to that person beginning work on the project; (C) include in all contracts to provide services on the project the language in subsection (e) (3) of this rule; (D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (E) obtain from each other person with whom it contracts, and provide to the contractor: (i) a certificate of coverage, prior to the other person beginning work on the project; and (ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (F) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (G) notify the governmental entity in writing by certified mail or personal delivery, within (ten) 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (H) contractually require each other person with whom it contracts, to perform as required by paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they are providing services. 3 U H Z O U �i e.N �,s,. a` �. .Y. J �. 9 �6 ,,�i. f-=:Y.:, v i .... . V. �ii i� .... D ��,...:....'u �. w.. .a lx.:,... 1...... __ lY... .. -..: �..,::. .. �..:. :.:� �. ,s .:_-.- Y 611 W I CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 30T" day of August, 2001 by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through the Mayor, City of Lubbock, thereunto authorized to do so, hereinafter referred to as OWNER, and Lubbock Building Services of the City of Lubbock, County of Lubbock and the State of Texas hereinafter termed CONTRACTOR. WITNESSETH: That for and inconsideration of the payments and agreements hereinafter mentioned, to be made and performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as follows: BID #180-011RS - COPPER RAWLINGS COMMUNITY CENTER RENOVATIONS - $28,659.00 and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Condition of Agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified in the contract documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, Texas in the year and day first above written, ATTEST: • ^ w -44 Secretary ViD TO CONTENT: wner's Repr entative APPROV D AS TO FORM: City Attorney ATTEST: No Cor ate Secretary CITY OF LUBBOCK, TEXAS (O 'ER) 'A/ By: MAYOR CONTRACTOR: LUBB K BUILDIN I�VICES By: PR TED NAME: r �rT Sri-, � COMPLETE ADDRESS: Lubbock Building Services P.O. Box 65600-194 Lubbock,TX 79464 GENERAL CONDITIONS OF THE AGREEMENT 611 A•. v OWNER GENERAL CONDITIONS OF THE AGREEMENT Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City of Lubbock, Texas. 2. CONTRACTOR Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co- partnership or corporation, to wit LUBBOCk BUILDING SERVICES who has agreed to perform the work embraced in this contract, or their legal representative. 3. OWNER'S REPRESENTATIVE Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to, City of Lubbock, or its representative GEORGE LISENBE BUILDING & ENERGY ADMINISTRATOR so designated who will inspect constructions or to such", uch other re1. presentatives, supervisors; architects, engineers, or inspectors as may be authorized by said Owner to act in any particular under this agreement. Engineers, ,. supervisors or inspectors will act for the Owner under the direction of Owner's Representative, but shall not directly supervise the Contractor or persons acting on behalf of the Contractor. 4. CONTRACT DOCUMENTS The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the Agreement (if any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder i for inspection in accordance with the Notice to Bidders. The above described materials are sometimes referred to herein as the "contract" or "contract documents". PM 5. INTERPRETATION OF PHRASES Whenever the words "Directed; "Permitted," "Designated," "Required, Considered Necessary, Prescribed, or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of the Owner's Representative is intended; and similarly, the words "Approved, "Acceptable," "Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the Owner's Representative. 6. SUBCONTRACTOR The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor. 7. WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to the party who gives the notice. 8. CONTRACTOR'S RESPONSIBILITIES Unless otherwise stipulated, the Contractor shall provide andpay for all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other facilities necessary for the execution and completion of the work covered by the contract documents. Unless 1 otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished copies of all Plans and Specifications without expense to Contractor and Contractor shall keep one copy of same consistently accessible on the job site. 12. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress or quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. Owner's Representative will not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will Owner's Representative be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the Owner's Representative's rights of entry hereunder, the Owner's Representative will not be responsible for the Contractor's failure to perform the work in accordancewith the Contract Documents. 13. LINES AND GRADES All lines and grades shall be furnished by the Owner's Representative whenever Owner's Representative deems said lines and grades are necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc.,shall be replaced by the Owner's Representative at Contractor's expense. 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative has the authority to review all work included herein. The Owner's Representative has the authority to stop the work whenever such stoppage may be necessary to ensure the proper execution of the contract. The Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under the contract documents, and shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the — execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15) i calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 15. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper inspection and examination of the work. The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within fifteen (15) calendar days make written appeal to the Owner's Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's Representative. The superintendent shall represent the Contractor in its absence and all directions A"' given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that adequate supervision by competent and reasonable representatives of the Contractor is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations of the Contractor. The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all risk in connection therewith shall be borne by the Contractor. The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work. 17. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and location of the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in any way affect the work under the contract documents. No oral agreement or conversation with any officer, agent, or employee of the Owner, or Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's Representative and Contractor. Unless otherwise specified herein, all loss, expense or damage to Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the work, shall be sustained and borne by the Contractor at its own cost and expense. is. CHARACTER OF WORKERS The Contractor agrees to employ only orderly and competent workers, skillful in the performance in the type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform Contractor in writing that any man or men on the work, are, in Owner's Representative's sole opinion, incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, such man or men shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent. 19. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted. The building of structures for the housing of men or equipment will be permitted only at such places as the Owner's Representative shall consent or direct, and the sanitary conditions of the grounds in or about such structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. 20. SANITATION Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's Representative and their use shall be strictly enforced. 21. OBSERVATION AND TESTING The Owner or Owner's Representative shall have the right at all times to observe and test the work. Contractor shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location wherever such work is in preparation or progress. Contractor shall ascertain the scope of any observation that may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work will be ready for such observation. Owner or Owner's Representative may reject any such work found to be defective or not in accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such errors and regardless of whether Owner's Representative has previously accepted the work through oversight or otherwise. If any such work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the contract documents. If any such work which is required to be inspected, tested, or approved is covered up without written approval or consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such tests or approvals but does not meet the requirements of the contract documents shall be considered defective, and shall be corrected at the Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under the contract documents to make such inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. r :w. 23. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying bond. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of -� work, and the increased work can fairly be classified under the specifications, such increase shall be paid according to the quantity actually done and at the unit price established for such work under this contract; otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used, and for actual expenses incurred in preparation for the work as originally planned. Sm 24. EXTRA WORK The term "extra work" as used in this contract shall be understood to mean and include all work that may be required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, r� alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contractor's bid, except as provided under Changes and Alterations herein. n It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or Method (C) - if neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then the Contractor shall be paid the lesser of the following: (1) actual field cost of the extra work, plus fifteen (15%) percent; or (2) the amount that would have been charged by a reasonable and prudent Contractor as a reasonable and necessary cost for performance of the extra work. In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such extra work, plus actual transportation charges necessarily incurred, together with all expenses incurred directly on account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all other insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be kept and records of these accounts shall be made available to the Owner's Representative. The Owner's Representative may also specify in writing, before the work commences, the method of doing the work and the .". type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall cover and compensate Contractor for its profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." W No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra work, make written request to the Owner's Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C)(1). If Contractor does not notify Owner's Representative before the commencement of any extra work, any claim for payment due to alleged extra work shall be deemed waived. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of the contract documents that all work described in the bid, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Owners' Representative and a clarification obtained before the bids are received, and if no such notice is received by the Owner's Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If Contractor does not notify Owner's Representative before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase its force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. 27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold harmless the Owner and all of its officers, agents and employees against any all losses, costs, damages, expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject matter of this contract. The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, 0 W �w are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of its subcontractors. 28. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) calendar days in advance of cancellation or change. �^+ All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self-insurance, rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire -by virtue of 0�4 payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in conformity with the provisions hereof shall establish such waiver.. The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to contract execution. The insurance certificates furnished shall name the City of Lubbock as an additional insured, or in the alternative, shall be accompanied by a statement from the Contractor to the effect that no work on this particular project shall be subcontracted. It shall be the contractors responsibility to provide to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor. A. General Liability Insurance The contractor shall have Comprehensive General Liability Insurance with limits of $500,000.00 Combined Single Limit in the aggregate and per occurrence to include: Premises and Operations Explosion & Collapse Hazard Underground Damage Hazard Products & Completed Operations Hazard Contractual Liability Independent Contractors Coverage Personal Injury Advertising Injury B. Owner's and Contractor's Protective Liability Insurance. For bodily injuries, including accidental death and or property damage, 0.00 Combined Single Limit. This policy shall be submitted prior to contract execution. C. Comprehensive Automobile Liability Insurance The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, $500,000.00 Combined Single Limit, to include all owned and non -owned cars including: Employers Non -ownership Liability Hired and Non -owned Vehicles. The City is to be named as an additional insured on this policy for this specific job 7 and copy of the endorsement doing so is to be attached to the Certificate of Insurance. D. Builder's Risk Insurance/Installation Floater Insurance. The Contractor shall obtain a Builder's Risk policy in the amount of 0% of the total contract price (100% of potential Joss) naming the City of Lubbock as insured. E. Umbrella Liability Insurance The Contractor shall have Umbrella Liability Insurance in the amount of $0on all contracts with coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages. F. Worker's Compensation and Employers Liability Insurance Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with Employers Liability of at least $500,000.00. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC- 83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in Section 406.096, Texas Labor Code) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner - operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. 5. The Contractor shall obtain from each person providing services on the project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 601 (b) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 6 The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by .e.� the Texas Workers` Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and - report lack of coverage. 9. The Contractor shall contractually require each person with whom it contracts to provide services on the project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and fling of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts to perform as required by paragraphs (a) - (g), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will s provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance 9 Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. G. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the - insurance company setting forth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date borne by such certificate. - (4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such certificate. (5) A provision that the policy may be canceled only by mailing written notice to the named insured at the address shown in the bid specifications. (6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of the policies shown on the certificate. (7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job specifications. No substitute of nor amendment thereto will be acceptable. (8) If policy limits are paid, new policy must be secured for new coverage to complete project. (9) A Contractor shall: - (a) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (b) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (c) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project; (d) obtain from each person providing services on a project, and provide to the governmental entity: (i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (ii) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; W (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (g) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee. " "Call the Texas Workers' Compensation Commission at 5121440-3789 to receive information of the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage;" and 000 (h) contractually require each person with whom it contracts to provide services on a project, to: (i) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (ii) provide a certificate of coverage to the Contractor prior to that person beginning work on the project; - (iii) include in all contracts to provide services on the project the following language: "By signing this contract or providing or causing to be provided a certificate of coverage, the person signing this contract is representing to the governmental entity that all employees of the person signing this contract who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reprinting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self-insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions."; (iv) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (v) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and 11 (2) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (vi) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (I)-(viii), with the certificate of coverage to be provided to the person for whom they are providing services. 29. DISABLED EMPLOYEES Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and privileges of employment. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND FURNISHERS OF MACHINERY. EQUIPMENT AND SUPPLIES Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees that it will indemnify and save the Owner and all of its officers, agents and employees, harmless against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in any way, manner or form, the demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract and the project which is the subject matter of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. If during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by any of those designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within five (5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain unpaid, in addition to any statutory retainage rights it may have, withhold from the unpaid portion of this contract, a sum equal to the amount of such unpaid indebtedness or may apply the sum so withheld to discharge any such indebtedness. 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof. Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner, and all of its officers, agents and employees harmless from any loss on account thereof, except that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular design, device, material or process or the product of a particular manufacturer or manufacturers is specified or required in these contract documents by Owner; provided, however, if choice of alternate design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner, and all of its officers, agents and employees harmless from any loss on account thereof. Notwithstanding anything herein to the contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's Representative prior to bidding. 12 32. LAWS AND ORDINANCES The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations, which in any manner affect the contract or the work, and without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, Contractor shall indemnify and save harmless the Owner, and all of its officers, agents, and employees against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor, its employees, or subcontractors. If the Contractor observes that the plans and specifications are at variance therewith, he shall notify the Owner's Representative in writing prior to bidding and any necessary changes shall be adjusted as provided in the contract for changes in the work. In the absence of timely written notification to Owner's Representative of such variance or variances within said time, any objection and/or assertion that the plans and specifications are at variance with any federal, state or local laws, ordinances or regulations shall be deemed waived. If the Contractor, its employees or subcontractors perform any work contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's Representative, Contractor shall bear all costs arising therefrom. The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein. 33. SUBCONTRACTING The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the Contractor from its full obligations to the Owner, as provided by the contract documents. 34. TIME FOR SUBSTANTIAL COMPLETION AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and time for completion as specified in the contract documents, of work to be done hereunder are essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced as provided in the contract documents. If the Contractor should neglect, fail, or refuse to substantially complete the work within the time herein specified, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of $0 ZERO PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every working day that the Contractor shall be in default after the time stipulated for substantially completing the work. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the substantial completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality. The amount is fixed and agreed upon by and between the Contractor and the Owner because the actual damages the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and is expressly agreed to be not disproportionate to actual damages as measured at time of breach. IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS OF THE ESSENCE OF THIS CONTRACT. r 35. TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute its work at such time and sessions, in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that 13 when the Owner is having other work done, either by contract or by its own force, the Owner's Representative may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. 36. TIME OF PERFORMANCE The Contractor agrees that it has submitted its bid in full recognition of the time required for the completion of this project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has considered the liquidated damage provisions of paragraph 34 hereinabove set forth and expressly agrees that it shall not be entitled to, nor will it request, an extension of time on this contract, except when its work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors employed by the Owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. Any request for extension shall be in writing with the written request for same setting forth all justifications, in detail, for the request, and submitted to Owner's Representative within twenty (20) calendar days of the occurrence of the event causing said delay. A failure by Owner's Representative to affirmatively grant the extension no later than twenty (20) calendar days of written submission by Contractor shall be deemed a denial, and final. Further, in the absence of timely written notification of such delay and request for extension, as provided herein, any request for extension by Contractor shall be deemed waived. 37. HINDRANCE AND BELAYS In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in securing material or workmen, or any other cause or occurrence. No charge shall be made by the Contractor for hindrance or delays from any cause during the progress of any part of the work embraced in this contract except where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in which event, such expense as in the sole judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. 38. QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown, and only when same are expressly stated to be estimates, for the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their bids offered for the work. In the event the amount of work to be done and materials to be furnished are expressly stated to be estimated, and only when same are expressly stated to be estimated, it is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the project. 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees to indemnify, save and hold harmless the Owner, and any of its officers, agents and 14 rl- employees, against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising from or growing out of the performance of this contract. 40. PRICE FOR WORK In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the bid proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by Contractor and for well and truly performing the same and the whole thereof in the manner and according to this agreement, the attached specifications, plans, contract documents and requirements of Owner's Representative. 41. PAYMENTS No payments made or certificates given shall be considered as conclusive evidence of the performance of the contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner, Owner's agents and employees, which have not theretofore been timely filed as provided in this contract. 42. PARTIAL PAYMENTS 4 On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment or, if the Contractor does not submit such application, the Owner's Representative shall determine the amount to be partially paid. Owner's Representative shall review said application for partial payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month. The determination of the partial payment by R-+ the Owner's Representative shall be in accordance with Paragraph 14 hereof. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be retained until final payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of the contract documents. Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said partial payment is attributable. 43. SUBSTANTIAL COMPLETION Contractor shall give Owner's Representative written notice of substantial completion. Within thirty-one (31) working days after the Contractor has given the Owner's Representative written notice that the work has been substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time, if the work be found to be substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor a certificate of substantial completion. Notwithstanding the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete the work within the time provided in this contract. F 44. FINAL COMPLETION AND PAYMENT 15 0 The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final completion, the Owner's Representative shall proceed to make final measurement to determine whether final completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion, Owner shall pay to the Contractor on or before the 31 st working day after the date of certification of final completion, the balance due Contractor under the terms of this agreement. Neither the certification of final completion nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the contract documents and/or any warranty or warranties implied by law or otherwise. 45. CORRECTION OF WORK Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and Contractor shall at its own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one (1) year from the date of certification of final completion by Owner's Representative. 46. PAYMENT WITHHELD The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certification to such extent as may be necessary to protect itself from loss on account of: (a) Defective work not remedied and/or work not performed. (b) Claims filed or reasonable evidence indicating possible filing of claims. (c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor. (d) Damage to another contractor. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, in the amount withheld, payment shall be made for amounts withheld because of them. 47. CLAIM OR DISPUTE It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's Representative has given any direction, order or instruction to which the Contractor desires to take exception. Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor, and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and Owner's Representative, by Contractor. 48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the IL written orders of the Owner's Representative, when such orders are consistent with this contract, then the Surety on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no further notice of such non-compliance to Contractor shall be required. ,. After receiving said notice of abandonment or non-compliance, the Contractor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or otherwise, including, but not limited to, providing for completion of the work in either of the following elective manners: (a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and supplies as said Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time become due to the Contractor under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the Contractor, then said Contractor shall receive the difference. in case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said Contractor, then the Contractor and/or its Surety shall pay the amount of such excess to the Owner; or (b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a general circulation in the County of location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. in case of any increase in cost to the Owner under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefore. Should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. in the event the Owner's Representative elects to complete the work, as described above, when the work shall have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to 17 the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies that remain on the jobsite and belong to persons other than the Contractor or his Surety, if applicable, to their proper owners. The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted by law. it is expressly agreed and understood that the exercise by Owner of the remedies provided in this paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in paragraph 34, hereinabove set forth. 49. LIMITATION ON CONTRACTOR'S REMEDY The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the project which is the subject matter of this contract. 50. BONDS The Contractor is required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the Contractor is required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. All bonds shall be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so furnished. 51. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 53. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control its own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the Contractor's own employees or to any other person, firm, or corporation. 54. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus 18 FM materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case of dispute Owner may remove the debris and charge the cost to the Contractor. FIR 55. HAZARDOUS SUBSTANCES AND ASBESTOS Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response, Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the Project; or (ii) be brought upon, placed, or located, by any party, on the Project site, or any other property of the City, without the written consent of the Owner's Representative. If Contractor believes that the utilization of a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5) days of the receipt of said request, said request shall be deemed to be denied. In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper performance of the actions contemplated by this Contract and, in particular, in all aspects of handling, storage, disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos. 19 CURRENT WAGE DETERMINATIONS «.. y RE: RESOLUTION NO. 6262, ITEM NO. 39, APRIL 8, 1999 EXHIBIT A City of Lubbock Building Construction Trades Prevailing Rates Craft Acoustical Ceiling Installer Air Conditioner Installer Air Conditioner Installer -Helper Asbestos Worker Asbestos Supervisor Bricklayer Bricklayer -Helper Carpenter Carpenter -Helper Cement Finisher Drywall Hanger Electrician Electrician -Helper Equipment Operator -Heavy Equipment Operator -Light Floor Installer Glazier Insulator-Piping/Boiler Insulator -Helper Iron Worker Laborer -General Mortar Mixer Painter Plumber Plumber -Helper Roofer Roofer -Helper Sheet Metal Worker Sheet Metal Worker -Helper Welder -Certified 1 Hourly Rate 11.50 12.50 6.25 9.00 12.50 12.50 7.00 11.00 7.00 8.00 11.00 13.75 7.00 9.50 8.50 9.50 10.50 11.50 7.00 11.00 6.00 6.00 9.50 12.50 7.00 9.00 7.00 10.00 7.00 11.00 EXHIBIT B Paving and Highway Construction Prevailing Wage Rates Craft Hourly Rate Asphalt Heaterman 9.00 Asphalt Shoveler 6.00 Concrete Finisher 8.00 Concrete Finisher -Helper 7.00 Electrician 12.00 Flagger 6.00 _ Form Setter 7.00 Form Setter -Helper 6.25 Laborer -General 6.00 Laborer -Utility 6.75 Mechanic 8.00 Mechanic -Helper 7.00 Power Equipment Operators Asphalt Paving Machine 7.75 Bulldozer 8.00 Concrete Paving Machine 7.75 Front End Loader 7.25 Heavy Equipment Operator 8.00 Light Equipment Operator 7.25 Motor Grader Operator 9.50 Roller 6.75 Scraper 7.25 Tractor 7.25 Truck Driver -Light 6.50 Truck Driver -Heavy 7.00 2 Ak SAA t ~; 14 �5 EXHIBIT C Prevailing Wage Rates Overtime Rate *^� The rate for overtime (in excess of forty hours per week) shall be as required by the Fair Labor Standards Act. EXHIBIT D Prevailing Wage Rates Legal Holiday Rate The rate for legal holidays shall be as required by the fair Labor Standards Act. 3 r� �Q SPECIFICATIONS CONDRAY DESIGN GROUP, INC. 2525 74"' STREET LUBBOCK, TEXAS 79423 (806) 748-6190 MEP CONSULTING ENGINEERS ALLIED ASSOCIATES 2525 74 n' STREET, SUITE 200 LUBBOCK, TEXAS 79423 (806) 745-1103 0- CDG 20028 DATE: 03/14/2001 SET NO. 1605 �M=A 3 - /f .40, 0/ COPPER RAWLINGS COMMUNITY CENTER Table of Contents i�ision Section, Page DIVISION I - GENERAL REQUIREMENTS 01290 PAYMENT PROCEDURES 4 01330 SUBMITTAL PROCEDURES 8 01400 QUALITY REQUIREMENTS 5 01600 PRODUCT REQUIREMENTS 6 01700 EXECUTION REQUIREMENTS 5 01732 SELECTIVE DEMOLITION 5 01770 CLOSEOUT PROCEDURES 6 DIVISION 2 - SITE CONSTRUCTION DIVISION) -CONCRETE DIVISION 4 - MASONRY DIVISION 5 - METALS DIVISION 6 - WOOD AND PLASTICS DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07920 JOINT SEALANTS 12 DIVISION 8 - DOORS AND WINDOWS 08110 STEEL DOORS AND FRAMES 5 08711 DOOR HARDWARE 6 DIVISION 9 - FINISHES 09511 ACOUSTICAL PANEL CEILINGS 7 09912 PAINTING 9 DIVISION 10 - SPECIALTIES DIVISION I I -EQUIPMENT DIVISION 12 - FURNISHINGS DIVISION 13 - SPECIAL CONSTRUCTION 13851 FIRE ALARM 4 NW% s�+ F, soft DMSION 14 - CONVEYING SYSTEMS DMSION 15 — MECHANICAL 15010 BASIC MECHANICAL REQUIREMENTS 15050 BASIC MECHANICAL MATERIALS AND METHODS 15081 DUCT INSULATION 15815 METAL DUCTS 15820 DUCT ACCESSORIES 15855 DIFFUSERS, REGISTERS, AND GRILLES DIVISION 16 — ELECTRICAL 16010 BASIC ELECTRICAL REQUIREMENTS 16050 BASIC ELECTRICAL MATERIALS AND METHODS 16140 WIRING DEVICES 16511 INTERIOR LIGHTING 2 5 4 3 3 4 5 4 Nm y'E.0, MW .. ,efi COPPER RAWLINGS COMMUNITY CENTER INTERIOR RENOVATIONS t� SPECIAL CONDITIONS The Copper Rawlings Community Center will be closed on September 10, 2001 and reopen on October 22, 2001. During this time frame, the contractor shall complete all work relating to the HVAC system, ceiling installation, electrical lighting, interior painting and restroom ventilation. The exterior door/frame replacements do not have to be replaced during this period. P" COPPER RA`VLINGS COMMUNITY CENTER 01290 -1 CDG 20028 PAYMENT PROCEDURES SECTION 01290 - PAYMMENT PROCEDURES PART 1 - GENERAL ' 1.1 RELATED DOCUMENTS 1B" A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. B. Related Sections include the folloii ina: 1. Division 1 Section "Contract Modification Procedures" for administrative procedures for handling changes to the Contract. 13 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. 1. Correlate line items in the Schedule of Values -Mth other required administrative forms and schedules, including the folloNving: a. Application for Papnent forms with Continuation Sheets. b. Submittals Schedule. 2. Submit the Schedule of Values to Architect at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Pa-vment. B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. 1. Identification: Include the followin- Project identification on the Schedule of Values: a. Project name and location. b. 'Name of Architect. C. Architect's project number. d. Contractor's name and address. e. Date of submittal. w COPPER RAWLINGS COMMUNITY CENTER 01290 - 2 CDG 20028 PAYMENT PROCEDURES 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division. b. Description of the Work. C. Name of subcontractor. - d. Name of manufacturer or fabricator. e. Name of supplier. f. Change Orders (numbers) that affect value. g. Dollar value. 1) Percentage of the Contract Sum to nearest one -hundredth percent, adjusted to total 100 percent. 3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. 4. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 5. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on -site and items stored off -site Include evidence of insurance or bonded warehousing. 6. Provide separate tine items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 7. Each item in the Schedule of Values and Applications for Payment. shall be complete. Include total cost and proportionate share of general overhead and profit for each item. a. Temporary facilities and other major cost items that are not direct cost of actual work -in -place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option. 8. Schedule Updating: Update and resubmit the Schedule of Values before the nest Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. 1.4 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. Initial Application for Payment. Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. ii COPPER RAWLINGS COMMUMTY CENTER 01290 - 3 CDG 20028 PAYMENT PROCEDURES B. Payment Application Times: The date for each progress payment is the 15`' day of each month. The period covered by each Application for Payment starts on the day following the end of the preceding period and ends 15 days before the date for each progress payment. C. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as form for Applications for Payment. D. Payment Application Forms: Use forms provided by Owner for Applications for Payment. Sample copies are included at end of this Section. E. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions were made. 2. Include_ amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application. F. Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. G. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from every entity who is lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment. 1. Submit partial waivers. on each item for amount requested, before deduction for retainage, on each item. 2. When an application shows completion of an item, submit final or full waivers. 3. Owner reserves the right to designate which entities involved in the Work must submit waivers. 4. Waiver Delays: Submit each Application for Payment with Contractor's waiver of mechanic's lien for construction period covered by the application. a. Submit final Application for Payment with or preceded by final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien. 5. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to Owner. H. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. -+ 2. Schedule of Values. COPPER RAWLINGS COMMUNITY CENTER CDG 20028 01290 - 4 PAYMENT PROCEDURES 3. Contractor's Construction Schedule (preliminary if not finaI). 4. Products list. 5. Submittals Schedule (preliminary if not final). 6. List of Contractor's staff assi-onments. 7. List of Contractor's principal consultants. 8. Copies of building permits. 9. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. 10. Initial progress report. 11. Report of preconstruction conference. 12. Certificates of insurance and insurance policies. 13. Performance and payment bonds. 14. Data needed to acquire Owner's insurance. I. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. 2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. J. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Evidence of completion of Project closeout requirements. 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. 3. Updated final statement, accounting for final changes to the Contract Sum. 4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." 5. AIA Document G706A, "Contractor's Affidavit of Release of Liens." 6. AIA Document G707, "Consent of Surety to Final Payment." 7. Evidence that claims have been settled. 8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work. 9. Final, liquidated damages settlement statement. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01290 COPPER RAWLINGS COMMUNITY CENTER CDG 20028 01330 - 1 SUBMITTAL PROCEDURES SECTION 01330 - SUBMITTAL PROCEDURES PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. B. Related Sections include the following: 1. Division 1 Section "Quality Requirements" for submitting test and inspection reports.. 2. Division 1 Section "Closeout Procedures" for submitting warranties Project Record Documents and operation and maintenance manuals. 1.3 DEFINMONS A. Action Submittals: Written and graphic information that requires Architect's responsive action. B. Informational Submittals: Written information that does not require Architect's approval. Submittals may be rejected for not complying with requirements. 1.4 SUBMITTAL PROCEDURES A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by Architect of Engineers for Contractor's use in preparing submittals except as follows; 1. Single laver background screens of the architectural floor plan(s) «rill be available in electronic format. Cost per file is $35.00. B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing nrill not be delaved because of need to review submittals concurrently for coordination. a. Architect reserves the right to «ithhold action on a submittal requiring coordination with other submittals until related submittals are received. COPPER RAWLINGS COMMUNITY CENTER 01330 - 2 CDG 20025 SUBMITTAL PROCEDURES C. Submittals Schedule: Comply with requirements in Division I Section "Construction Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities. D. Processing Time: Allow enough time for submirtal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. 1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. [Architect] will advise Contractor when a submittal being processed must be delayed for coordination. 2. If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Allow 15 days for processing each resubmittal. 4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing. E. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 4 by 5 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect. 3. Include the following information on label for processing and recording action taken: a. Project name. b. 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. Unique identifier, including revision number. i. Number and title of appropriate Specification Section. j. Drawing number and detail references, as appropriate. k. Other necessary identification. F. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals. G. Additional Copies: Unless additional copies are required for final submittal, and unless Architect observes noncompliance with provisions of the Contract Documents, initial submittal may, serve as final submittal. 1. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Architect. 2. Additional copies submitted for maintenance manuals will not be marked with action taken and «rill be returned H. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will discard submittals received from sources other than Contractor. On an attached separate sheet, prepared on Contractor's letterhead. record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements of the Contract Documents, including minor variations and limitations. Include the same label information as the related submittal. 0" COPPER RAWLINGS CONfVfUNITY CENTER 01330 - 3 CDG 20028 SUBMITTAL PROCEDURES 2. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents. 3. Transmittal Form: Use AIA Document G810. I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. J. Use for Construction: Use only final submittals with mark indicating action taken by Architect in connection with construction. PART 2 - PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. 1. Number of Copies: Submit 5 copies of each submittal, unless otherwise indicated. Architect will return two copies. Mark up and retain one returned copy as a Project Record Document. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. include the following information, as applicable: a. Manufacturer's written recommendations. b. Manufacturer's product specifications. C. Manufacturer's installation instructions. d. Standard color charts. e. Manufacturer's catalog cuts. f. Wiring diagrams showing factory -installed wiring. g. Printed performance curves. IL Operational range diagrams. i. Mill reports. j. Standard product operating and maintenance manuals. k. Compliance with recognized trade association standards. 1. Compliance with recognized testing agency standards. m. Application of testing agency labels and seals. n. Notation of coordination requirements. C. Shop Drawings: Prepare Project -specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1. Preparation: Include the following information, as applicable: a. Dimensions. ,., b. Identification of products. C. Fabrication and installation drawings. d. Roughing —in and setting diagrams. COPPER RAWLINGS COMMUNITY CENTER CDG 20028 01330 - 4 SUBMITTAL PROCEDURES e. Wiring diagrams shoeing field -installed wiring, including power, signal, and control wiring. f. Shopwork manufacturing instructions. g. Templates and patterns. h. Schedules. i. Design calculations. j. Compliance with specified standards. k. Notation of coordination requirements. 1. Notation of dimensions established by field measurement. 2. Wiring Diagrams: Differentiate between manufacturer -installed and field -installed wiring. 3. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-112 by 11 inches but no larger than 30 by 40 inches. 4. Number of Copies: Submit one correctable, translucent, reproducible printand one blue- or black - line print of each submittal. Architectwzll return the reproducible print. D. Coordination Drawings: Comply with requirements in Division 1 Section "Project Management and Coordination." E. Samples: Prepare physical units of materials or products, including the following: 1. Comply with requirements in Division I Section "Quality Requirements" for mockups. 2. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the hall range of colors, textures, and patterns available. 3. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from the same material to be used for the Work, cured and finished in manner specified, and physically identical with the product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. 4. Preparation: Mount, display, or package Samples in manner specified to facilitate review of qualities indicated_ Prepare Samples to match Architect's sample where so indicated. Attach label on unexposed side that includes the following: a. Generic description of Sample. b. Product name or name of manufacturer. C. Sample source. 5. Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, provide the following: a. Size limitations. b. Compliance with recognized standards. C. Availability. d. Delivery time. 6. 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 final submitt,-il and actual component as delivered and installed. a. If variation in color, pattern, texture, or other characteristic is inherent in the product represented by a Sample, submit at least three sets of paired units that show approximate limits of the variations. COPPER RAWLINGS COMMUNITY CENTER CDG 20023 01330 - 5 SUBMITTAL PROCEDURES 0 2.2 b. Refer to individual Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation, and similar construction characteristics. 7. Number of Samples for Initial Selection: Submit one full set of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architectwill return submittal with options selected. S. Number of Samples for Verification: Submit three sets of Samples. Architect will retain two Sample sets; remainder «rill be returned. Mark up and retain one returned Sample set as a Project Record Sample. a. Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 9. Disposition: Maintain sets of approved Samples at Project site, available for quality -control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. F. Product Schedule or List: Prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: 1. Type of product_ Include unique identifier for each product 2. Number and name of room or space. 3. Location within room or space. G. Application for Payment: Comply with requirements in Division 1 Section "Payment Procedures." H. Schedule of Values: Comply with requirements in Division 1 Section "Payment Procedures." I. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Use CSI Form 1.5A. Include the following information in tabular form: 1. Name, address, and telephone number of entity performing subcontract or supplying products. 2. Number and title of related Specification Section(s) covered by subcontract. 3. Drawing number and detail references, as appropriate, covered by subcontract. INFORMATIONAL SUBMITTALS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. Number of Copies: Submit t-wo copies of each submittal, unless otherwise indicated. Architect will not return copies. 2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. 3. Test and Inspection Reports: Comply with requirements in Division 1 Section "Quality Requirements." B. Contractor's Construction Schedule: Comply with requirements in Division I Section "Construction Progress Documentation." COPPER RAWLINGS COMMUNITY CENTER CDG 20028 01330 - 6 SUBMITTAL PROCEDURES C. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. D. Product Certificates: Prepare written statements on manufacturer's letterhead certifizng that product complies with requirements. E. Welding Certificates: Prepare written certification that welding procedures and personnel comply «zth requirements. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified. F. Installer Certificates: Prepare written statements on manufacturer's letterhead certi ying that Installer complies with requirements and, where required, is authorized for this specific Project. G. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements. Include evidence of manufacturing experience where requires H. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements. I. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. K. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements in Division 1 Section "Closeout Procedures." L. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers. M. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1. Preparation of substrates. 2. Required substrate tolerances. 3. Sequence of installation or erection. 4. Required installation tolerances. 5. Required adjustments. 6. Recommendations for cleaning and protection. N. Manufacturer's Field Reports: Prepare written information documenting facton-authorized service representative's tests and inspections. Include the following, as applicable: Name, address, and telephone number of factory -authorized service representative making report. Statement on condition of substrates and their acceptability for installation of product. COPPER RAWLINGS COMMUNITY CENTER CDG 20028 01330 - 7 SUBMITTAL PROCEDURES .we 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. O. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect- B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and Iocation, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ARCHITECT'S ACTION A. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows: 1. No Exceptions Taken: Work covered in submittal may proceed provided it complies with requirements of the Contract Documents. Final payment depends on that compliance. 2. Make Corrections Noted: Work covered in submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract Documents. Final .�, payment depends on that compliance. 3. Revise and Resubmit: When the Architect marks a submittal "Revise and Resubmit," do not proceed with Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal according to the notations; resubmit without delay. Repeat if necessary to obtain different action mark. a. Do not use, or allow others to use, submittals marked "Not Approved, Revise and Resubmit" at the Project Site or elsewhere where Work is in progress. 4. Rejected: When the Architect marks a submittal "Rejected." do not proceed with Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal according to the notations: resubmit without delay. Repeat if necessary to obtain different action mark. ii COPPER RAWLINGS COMMUNITY CENTER 01330 - 8 CDG 20028 SUBMITTAL PROCEDURES a. Do not use, or allow others to use, submittals marked "Reiected" at the Project Site or elsewhere where Work is in progress. C. Informational Submittals: Architect will reNiew each submittal and will not return it, or will reject and return it if it does not comply with requirements. Architect will forward each submittal to appropriate party. D. Submittals not required by the Contract Documents will not be reNiewed and may be discarded. END OF SECTION 01330 COPPER RANVLINGS CONC% UNITY CENTER CDG 20028 SECTION 01400 - QUALITY REQUIREMENTS PART 1-GENERAL 01400 - 1 QUALITY REQU'IRENIENTS 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract. including General and Supplementan. Conditions and other Division 1 Specification Sections. apple- to this Section. 1.2 SUISLARY A_ This Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's quality -control Procedures that facilitate compliance with the Contract Document requirements. 3. Requirements for Contractor to provide quality -control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section. C. Related Sections include the. following: 1. Dix isions 2 through 14 Sections for specific test and inspection requirements. 1.3 DEFINITIONS A. Quality -Assurance Senices: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with requirements. B. Quality -Control Sen•ices: Tests. inspections_ procedures, and related actions during and after execution of the Work to evaluate that completed construction complies with requirements. Services do not include contract enforcement activities performed by .Architect. C. Testing Agenc}-: An entity engaged to perform specific tests, inspections. or both. Testing laboratory shall mean the same as testing agcncv. 1.4 REGULATORY REQUIREMENTS A. Copies of Regulations: Obtain copies of the following regulations and retain at Proicct site to be available for reference b. parties N%ho have a reasonable need: COPPER RAWLINGS COMMUNITY CENTER CDG 20028 01400 - 2 QUALITY REQUIREMENTS Texas Accessibility Standards 2. Uniform Building Code, 1997 1.5 SUBMITTALS A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority. B. Schedule of Tests and Inspections: Prepare in tabular form and include the following: I. Specification Section number and title. 2. Description of test and inspection. 3. Identification of applicable standards. 4. Identification of test and inspection methods. 5. Number of tests and inspections required. 6. Time schedule or time span for tests and inspections. 7, Entity responsible for performing tests and inspections. S. Requirements for obtaining samples. 9. Unique characteristics of each quality -control service. C. Reports: Prepare and submit certified written reports that include the following: I . Date of issue. 2. Project title and riumber. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. S. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Ambient conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies «ith the Contract Document requirements. I2. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. D. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments. judgments, correspondence, records. and similar documents, established for compliance Niith standards and regulations bearing on performance of the Work. 1.6 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-scrvice performance, as well as sufficient production capacity to produce required units. B. Factory -Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approi,ed by manufacturer to inspect installation of manufacturer's products that arc similar in material. design, and extent to those indicated for this Project. r COPPER RAWLINGS CON&IUNITY CENTER 01400 - 3 CDG 20028 QUALITY REQUIREIv1EN 7S C. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling wvork similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. D. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and wvith a record of successful in-sen>ice performance. E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar to those indicated for this Project in material, design, and extent. F. Specialists: Certain sections of the Specifications require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated_ 1. Requirement for specialists shall not supersede building codes and similar regulations governing the Work. nor interfere with local trade -unison jurisdictional settlements and similar conventions. G. Testing Agency Qualifications: An agency with the experience and capability to conduct testing and inspecting indicated, as documented by ASTM E 548, and that specializes in types of tests and inspections to be performed. 1.7 QUALITY CONTROL A. Owner Responsibilities: Where quality -control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services. 1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of the types of testing and inspecting they are engaged to perform. 2. Payment for these services will be made from testing and inspecting allowances, as authorized b} Change Orders. 3. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be adjusted by Change Order. B. Contractor Responsibilities: Unless otherwise indicated, provide quality -control services specified and required by, authorities having jurisdiction. Where services are indicated as Contractor's responsibility. engage a qualified testing agency to perform these quality -control services. a_ Contractor sliall not employ the same entity engaged by Owner. unless agreed to in writing by Owner. 2. Notify testing agencies at ]cast 24 hours in advance of time when Work that requires testing or inspecting will be performed. 3. Where quality -control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality -control service. 4. Testing and inspecting requested by Contractor and not required by the Contract Documents arc Contractor's responsibility. 5. Submit additional copies of each written report directly to authorities having jurisdiction, whcn they so direct. r COPPER RAWLINGS CONMIUNITY CENTER CDG 20028 01 100 - 4 QUALITY REQUIREMENTS C. Special Tests and Inspections: Owner will engage a testing agency to conduct special tests and inspections required by authorities having jurisdiction as the responsibility of Owner. 1. Testing agency will notify Architectand Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services. 2 Testing agency will submit a certified written report of each test, inspection, and similar quality - control service to ArchitectNi th copy to Contractor and to authorities having jurisdiction. 3. Testing agency will submit a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies. 4. Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. 5. Testing agency will retest and reinspect corrected work. D. Manufacturer's Field Services: Where indicated, engage a factory -authorized service representative to inspect field -assembled components and equipment installation, including service connections. Report results in writing. E. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibilit' , pro�ride quality -control services, including retesting and reinspecting, for construction that revised or replaced Work that failed to comply with requirements established by the Contract Documents. F. Testing Agency Responsibilities: Cooperate with Architectand Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify Arcltitectand Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 3. Submit a certified written report, in duplicate, of each test, inspection, and similar quality -control service through Contractor. 4. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work. 5. Do not perform any duties of Contractor. 6. Fax field notes to Architect on the same day as the test is performed. G. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality - control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field -curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control b} testing agency 7. Security and protection for samples and for testing and inspecting equipment at Project site. H. Coordination: Coordinate sequence of activities to accommodate required quality -assurance and quality - control sen-ices with a minimum of Mai- and to avoid necessity of removing and replacing constriction to accommodate testing and inspecting. Schedule times for tests. inspections, obtaining samples, and similar activities, COPPER RAWLINGS COMMUNITY CENTER 01400 - 5 CDG 20028 QUALITY REQUIRENIENTS I. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality -control services required by the Contract Documents. Submit schedule within 30 days of date established for the Notice to Proceed. AMR 1. Distribution: Distribute schedule to Owner, Architect testing agencies. and each parry involved in performance of portions of the Work where tests and inspections are required. 1 PART 2 -PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 REPAIR AND PROTECTION A. General: On completion of testing. inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply Nsith installation requirements specified in other Sections of these Specifications. Restore patched areas and extend restoration into adjoining areas in a manner that eliminates e-,idence of patching. B. Protect construction exposed by or for quality -control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibilit}° for quality -control services. END OF SECTION 01400 s* COPPER RAWLlI�TGS COMMUNITY CENTER 01600 - 1 CDG 20028 PRODUCT REQUIREMEN S > SECTION 01600 - PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementan. Conditions and other Division 1 Specification Sections, apply to this Section. mo 1.2 SUMMARY A. This Section includes the following administrative and procedural requirements: selection of products for use in Project; product deliver°, storage, and handling; manufacturers' standard warranties on products; special warranties; product substitutions; and comparable products. B. Related Sections include the following: 1. Division 1 Section "Closeout Procedures" for submitting warranties for contract closeout. 2. Db isions 2 through 16 Sections for specific requirements for warranties on products and installations specified to be warranted. 1.3 DEFIATITIONS A. Products: Items purchased for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation, shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility, except that products consisting of recycled -content materials are allowed, unless explicitly stated otherwise. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved through submittal process, or where indicated as a product substitution, to have the indicated qualities related to t}pe, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Substitutions: Changes in products. materials, equipment, and metliods of construction from those required by the Contract Documents and proposed by Contractor. C. Basis -of -Design Product Specification: Where a specific manufacturer's product is named and accompanied by the words "basis of design," including make or model number or other designation. to establish the significant qualities related to t-,pe. function, dimension. in-sen•ice performance. physical properties, appearance. and other characteristics for purposes of evaluating comparable products of other named manufacturers. D. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular product and spccificalh endorsed by manufacturer to Owner. COPPER RAWLINGS COMMUNITY CENTER 01600 - 2 CDG 20029 PRODUCT REQUIREMENTS E. Special Warrant`-: Written warranty required by or incorporated into the Contract Documents. either to extend time limit provided by manufacturer's «arranty or to provide more rights for Owner. l.4 SUBMITTALS A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. I. Substitution Request Form: Use CSI Form 13.1A. 2. Documentation: Show compliance NNith requirements for substitutions and the following, as applicable: a. Statement indicating why specked material or product cannot be provided. b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Nmer and separate contractors, that will be necessary to accommodate proposed substitution. C. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. d. Product Data, including drawings and descriptions of products and fabrication and installation procedures. C. Samples, where applicable or requested. f. List of similar installations for completed projects Niith project names and addresses and names and addresses of architects and owners. g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance Aith requirements indicated. h. Research/evaluation reports evidencing compliance iiith building code in effect for Project, from a model code organization acceptable to authorities having jurisdiction. i. Detailed comparison of Contractor's Construction Schedule using proposed substitution mith products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided iNithin the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating lack of availability or delays in delivery. j. Cost information, including a proposal of change, if any, in the Contract Sum. k. Contractor's certification that proposed substitution complies Frith requirements in the Contract Documents and is appropriate for applications indicated. 1. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. Architect's Action: If necessary, Architect «rill request additional information or documentation for evaluation within one week of receipt of a request for substitution. Architect -sviIl notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request. or 7 days of receipt of additional infonnation or documentation. whichever is later. a. Form of Acceptance: Chance Order. b. Use product specified if Architect cannot make a decision on use of a proposed substitution «rithin time allocated. B. Basis -of -Design Product Specification Submittal: Comply with requirements in Division 1 Section "Submittal Procedures." Show compliance with requirements. COPPER RAWLINGS CON vIUNTITY CENTER 01600 - 3 CDG 20028 PRODUCT REQUIREMENTS r 0 1.5 QU.ALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, product selected shall be compatible ,xith products previously selected, even if previously selected products were also options. 1.6 PRODUCT DELI` VERY, STORAGE. AND HANDLING A. Deliver, store, and handle products using means and methods thatwill prevent damage, deterioration. and loss, including theft. Comply nzih manufacturer's Nvritten instructions. 1. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete «ith labels and instructions for handling, storing, unpacking. protecting, and installing. 2. Inspect products on delivery to ensure compliance,Nith the Contract Documents and to ensure that products are undamaged and properly protected. 3. Store products to allow for inspection and measurement of quantity or counting of units. 4. Store materials in a manner that tell not endanger Project structure. 5. Store products that are subject to damage by the elements, under cover in a -weathertight enclosure above ground, «zth ventilation adequate to prevent condensation. 6. Comply Nvith product manufacturer's written instructions for temperature, humidin,, ventilation, and weather -protection requirements for storage. 7. Protect stored products from damage. B. Storage: Pro -tide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location iAith Owner. 1.7 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product Nvarranties do not relieve Contractor of obligations under requirements of the Contract Documents. B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. Submit a draft for approval before final execution. 1. Manufacturer's Standard Form: Modified to include Project -specific information and properly executed. 2. Refer to Divisions 2 through 16 Sections for specific content requirements and particular requirements for submitting special warranties. C. Subnuttal Time: Comply with requirements in Division 1 Section "Closeout Procedures." PART 2-PRODUCTS 2.1 PRODUCT OPTIONS A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged, and unless other -wise indicated. that are nc at time of installation. COPPER RAWLINGS COMMUNITY CENTER CDG 20028 01600 - 4 PRODUCT REQUIREMENTS 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified. provide standard products of types that have been produced and used successfully in similar situations on other projects. �. Owner reserves the right to limit selection to products with Nvarrandes not in conflict with f requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," Architect will make selection. 5. Where products are accompanied by the term "match sample," sample to be matched is Architect's. 6. Descriptive, performance, and reference standard requirements in the Specifications establish "salient characteristics" of products. 7. Or Equal: Where products are specked by name and accompanied by the term "or equal" or "or approved equal" or "or approved," comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. B. Product Selection Procedures: Procedures for product selection include the following: Product: Where Specification paragraphs or subparagraphs titled "Product" name a single product and manufacturer, provide the product named. 2. Manufacturer/Source: Where Specification paragraphs or subparagraphs titled "Manufacturer" or "Source" name single manufacturers or sources, provide a product by the manufacturer or from the source named that complies with requirements. Products: Where Specification paragraphs or subparagraphs titled "Products" introduce a list of names of both products and manufacturers, provide one of the products listed that complies with requirements. 4. Manufacturers: Where Specification paragraphs or subparagraphs titled "Manufacturers" introduce a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. 5. Available Products: Where Specification paragraphs or subparagraphs titled "Available Products" introduce a list of names of both products and manufacturers, provide one of the products listed or another product that complies with requirements. Comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. 6. Available Manufacturers: Where Specification paragraphs or subparagraphs titled "Available Manufacturers" introduce a list of manufacturers' names, provide a product by one of the manufacturers listed or another manufacturer that complies with requirements. Comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. 7. Product Options: Where Specification paragraphs titled "Product Options" indicate that size. profiles, and dimensional requirements on Drawings are based on a specific product or system. provide either the specific product or system indicated or a comparable product or system by another manufacturer. Comply wvith provisions in "Product Substitutions" Article. S. Basis -of -Design Products: Where Specification paragraphs or subparagraphs titled "Basis -of - Design Products" are included and also introduce or refer to a list of manufacturers' names, provide either the specified product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles. dimensions, and other characteristics that are based on the product named. Comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. 9. Visual Matching Specification: Where Specifications require matching an established Sample, select a product (and manufacturer) that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches satisfactorii.. ear COPPER RAWLINGS COMMUNITY CENTER CDG 2002S 01600 - 5 PRODUCT REQUIREMENTS P. i a. If no product available within specified category matches satisfactorily and complies with other specified requirements, comply with provisions of the Contract Documents on "substitutions" for selection of a matching product. 10. Visual Selection Specification Where Specifications include the phrase "as selected from manufacturer's colors, patterns, textures" or a similar phrase, select a product (and manufacturer) that complies with other specified requirements. a. Standard Range: Where Specifications include the phrase "standard range of colors, patterns, textures" or similar phrase, Architect will select color, pattern, or texture from manufacturer's product line that does not include premium items. b. FulI Range: Where Specifications include the phrase "full range of colors, patterns, textures" or similar phrase.. Architect will select color, pattern, or texture from manufacturer's product line that includes both standard and premium items. 11. Allowances: Refer to individual Specification Sections and "Allowance" provisions in Division 1 for allowances that control product selection and for procedures required for processing such selections. 2.2 PRODUCT SUBSTITUTIONS A. Timing: Architect will consider requests for substitution if received within 15 days after the Notice to Proceed. Requests received after that time may be considered or rejected at discretion of Architect. B. Conditions: Architect «ill_ consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance,Aitl,-'_iese requirements: 1. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations. 2. Requested substitution does not require extensive revisions to the Contract Documents. 3. Requested substitution is consistent with the Contract Documents and will produce indicated results. 4. Substitution request is fully documented and properly submitted_ 5. Requested substitution will not adversely affect Contractor's Construction Schedule. 6. Requested substitution has received necessary approvals of authorities having jurisdiction. 7. Requested substitution is compatible with other portions of the Work. S. Requested substitution has been coordinated with other portions of the Work. 9. Requested substitution provides specified warranty. 2.3 COMPAR_ekBLE PRODUCTS A. Where products or manufacturers are specified by name, submit the following, in addition to other required submittals, to obtain approval of an unnamed product: 1. Evidence that the proposed product does not require extensive revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Sip==nificant qualities include attributes such as performance. weight. size. durability. visual effect. and specific features Gild requircincllts indicated. COPPER RAWLINGS CONCII 4UNITY CENTER 01600 - 6 CDG 20028 PRODUCT REQUIREMENTS 3. Evidence that proposed product provides specified warranty. 4. List of sinular installations for completed projects Avith project names and addresses and names and addresses of architects and owners, if requested. 5. Samples, if requested. _ PART 3 --EXECUTION (Not Used) END OF SECTION 01600 COPPER RAWLINGS COMMUNITY CENTER 01700 - 1 CDG 20028 EXECUTION REQUIREMENTTS SECTION 01700 - EXECUTION REQUIREN ENTS PART 1 - GENTEP-AL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections. apply to this Section. 1.2 SUMMARY A. This Section includes general procedural requirements governing execution of the Work including, but not limited to, the following: 1. General installation of products. 2. Progress cleaning. 3. Starting and adjusting. 4. Protection of installed construction. �.. 3. Correction of the Work. B. Related Sections include the following: 1. Dii ision 1 Section "Submittal Procedures" for submitting surveys. 2. Division 1 Section "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of ONvner-accepted deviations from indicated linen and levels, and final cleaning. PART 2 - PRODUCTS (Not Used) PART 3 -EXECUTION Moor_ -_I 3.1 EXAMINATION A. Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical s}-stems and other construction affecting the Work. I. Before construction. verify the location and points of connection of utility sen•iccs. B. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Written Report: \There a written report listing conditions detrimental to performance of the Work is required by other Sections. include the following: a. Description of the Work. b. List of detrimental conditions. including substrates. on COPPER RAWL.INGS COMMUNITY CENTER CDG 20028 O000 - 2 EXTCUTION REQUIREMENTS 3.2 3.3 C. List of unacceptable installation tolerances. d. Recommended corrections. 2. Verify compatibility Nvith and suitability of substrates, including compatibility «ith existing finishes or primers. ��. Examine roughing -in for mechanical and electrical stistems to verify actual locations of connections before equipment and fixture installation. 4. Examine walls. floors, and roofs for suitable conditions where products and systems are to be installed. 5. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding «zth the Work indicates acceptance of surfaces and conditions. PREPARATION A. Existing Utility Information: Furnish information to Omer that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate writh authorities having jurisdiction, B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the follo«ing conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Architect not less than hvo days in advance of proposed utility interruptions. 2. Do not proceed •,vith utility interruptions ivithout Architect's written permission. C. Field Measurements: Take 'field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule Nvith construction progress to avoid delaying the Work. D. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on DraNvings. E. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Architect. Include a detailed description of problem encountered, together Nvith recommendations for changing the Contract Documents. Submit requests on CSI Form 13.2A, "Request for Interpretation." INSTALLATION A. General: Locate the Work and components of the Work accurately. in correct alignment and elevation. as indicated. 1. Make vertical work plumb and make horizontal Nvork level. 2. Where space is limited, install components to maximize space available for maintenance and case of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated. 4. Maintain minimum headroom clearance of 8 feet (2.4 in) in spaces ,vitlioul a suspended ceiling. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. COPPER R_aWLINGS COMMUNITY CENTER 01700 - 3 CDG 20028 EXECUTION REQUIREMENTS C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Wort: is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. F. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. G. Joints: Make joints of uniform «zdth. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. H. Hazardous Materials: Use producm cleaners, and installation materials that are not considered hazardous. 3.4 PROGRESS CLEANING A. Geneial: Clean Project site and work.areas daily, including common areas. Coordinate progress cleaning for joint -use areas where more than one installer has worked. Enforce requirements strictly. Dispose of materials la«Tully. I, Comply with requirements in NF"PA 241 for removal of combustible waste materials and debris. 2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F (27 deg Q. 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptl}. 2. Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces: Clean exposed surfaces and protect as necessan- to ensure freedom from damaLc and deterioration at time of Substantial Completion. G. Cutting, and Patching: Clean areas and spaces where cutting and patching are performed. Complctch s , remove paint. mortar, oils, putty, and similar materials. COPPER RAWLINGS COMMUNITY CENTER 01700 - 4 CDG 20028 EXECUTION REQL`IREME?N`TS 1. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. H. Waste Disposal: Burying or burning waste materials on -site will not be permitted. NVashing waste materials down sewers or into wateni,ays will not be permitted. J I. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apple protective covering where required to ensure protection from damage or deterioration at Substantial Completion. J. Clean and provide maintenance on completed construction as frequently as necessary through the r` remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. K. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.5 STARTrnTG AND ADJUSTING A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. B. Adjust operating components for proper operation without binding. Adjust equipment for proper operation. C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. D. Manufacturer's Field Service: If a factory -authorized service representative is required to inspect field - assembled components and equipment installation, comply with qualification requirements in Division 1 Section "Quality Requirements." 3.6 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is. without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instructions for temperature and relative huniidity. 3.7 CORRECTION OF THE WORK A. Repair or remove and replace defective constriction. Restore damaged substrates and finishes. Comply with requirements in Division i Section "Cutting and Patching." 1. Repairing includes replacing defective pans, refinishing damaged Surfaces, touching up with matching materials, and properly adjusting operating equipment. B. Restore permanent facilities used during constriction to their specified condition. C. Remove and replace damaged surfaces that are exposed to vices if surfaces cannot be repaired without visible evidence of repair. _ COPPER RaWLINGS CONMIUNITY CENTER 01700 5 CDG 20028 EXECUTION REQUIREMENTS D_ Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken Mass or reflective surfaces. i END OF SECTION 01700 COPPER RAWLINGS CONCvILTNITY CENTER 01732 - I CDG 20028 SELECTIVE DEMOLITION SECTION 01732 - SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 RELATED DOCUIv1ENTS A. Dra«ings and gencraI provisions of the Contract, including General and SuppIcmentary Conditions and other Division 1 Specification Sections. apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Demolition and removal of Sel=ed portions of a building or structure. 2. Repair procedures for selective demolition operations. B. Related Sections include the following: �., 1. Division 15 Sections for demolishing, cutting, patching, or relocating mechanical items. 2. Division 16 Sections for demolishing, cutting, patching, or relocating electrical items. 1.3 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off -site. unless indicated to be removed and salvaged or removd and reinstalled. 1.4 MATERIALS OWNERSHIP A. Except for items or materials indicated to be reused, salvaged, reinstalled, or othemise indicated to remain Owner's property, demolished materials shall become Contractor's property and shall be removed from Project site. B. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects xvith•project nannies and addresses, names and addresses of architects and owners. and other infonnation specified. 1.5 QUALITI' ASSURA TCE A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated forthis Project. B. Regulator`. Requirements: I. Comply with pvcrning EPA notification regulations before beginning scicctive demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. COPPER RAWLINGS COMMUNITY CENTER 01732 - 2 CDG 20028 SELECTIVE DEMOLITION 2. Comply with requirements of the National Emission Standards for Hazardous Air Pollutants. 40 C.NR, Subpart M (NT-SHAP) and the Texas Asbestos Health Protection Act (TAHPA) for'Written notification prior to start of project. C. Standards: Comply with ANSI A10.6 and NFPA 241. 1.6 PROJECT CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. B. Maintain access to existing wmalkw•ays, corridors, and other adjacent occupied or used facilities. 1. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from authorities having jurisdiction. C. Maintain building security at all times. 1. Provide temporary doors t�itli Iocks when required. D. Owner assumes no responsibility for condition of areas to be selectively demolished. 1. Conditions existing at time of inspection for bidding purpose «ill be maintained by Owner as far as practical. 2. Before selective demolition, Owner will remove the following items: a. Items as indicated on drawings. E. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. F. Storage or sale of removed items or materials on -site mill not be permitted. G. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. PART 2 - PRODUCTS 2.1 REPAIR MATERIALS A. Use repair materials identical to existing materials. _ 1. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visualhv match existing adjacent surfaces to the fullest extent possible. 2. Use materials whose installed performance equals or surpasses that of existing inatcrials. B. Comply with nialcrial and installation requirements specified In iIidividual Specification Sections. COPPER RAWLINGS COMMUNITY CENTER 01732 - 3 CDG 20028 SELECTIVE DEMOLITION PART 3 - EXECUTION EXAMINATION A. Verif}! that utilities have been disconne--ted and capped. B. Survey existing conditions and correlate «ith requirements indicated to determine extent of selective demolition required. C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a Nvritten report to Architect. D. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. ).2 UTILITY SERVICES A. Existing Utilities: Maintain services indicated to remain and protect them against damage during selective demolition operations. B. Do not interrupt existing utilities serzng occupied or operating facilities unless authorized in -writing by Owner and authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and to authorities having jurisdiction. 1. Pro«de at least 72 hours' notice to Owner if shutdown of service is required during changeover. ?all C. UtiIity Requirements: Refer to Division 15 and 16 Sections for shutting off, disconnecting, removing, and sealing or capping utilities. Do not start selective demolition work until utility disconnecting and +.� sealing have been completed and verified in writing. 3.3 POLLUTION CONTROLS A. Dust Control: Use temporary enclosures, and other suitable methods to limit spread of dust and dirt. Comply «zth governing environmental -protection regulations. 1. Do not use water when it may damage existing construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution. 2. Wet mop floors to eliminate trackable dirt and «ipe down walls and doors of demolition enclosure. Vacuum carpeted areas. B. Disposal: Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. C. Cleaning: Clean adjacent stnictures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. COPPER RAWLINGS COMMUNITY CENTER 01732 - 4 CDG 20028 SELECTIVE DEMOLITION 3.4 SELECTIVE DEMOLITION A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the \� ork within limitations of governing regulations and as follows: 1. Proceed «•ith selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the nest lower level. 2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for salving or grinding, not hammering and chopping, to mininuze disturbance of adjacent surfaces. Temporarily cover openings to remain. 3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame -cutting operations. Maintain fire watch and portable fire -suppression devices during flame - cutting operations. 5. Maintain adequate ventilation when using cutting torches. 6. Remove decayed, vermin -infested, or othernise dangerous or unsuitable materials and promptly dispose of off -site. 7. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 8. Dispose of demolished items and materials promptly. 9. Return elements of construction and surfaces that are to remain to condition existing before selective demolition operations began. B. Existing Facilities: Comply with building manager's requirements for using and protecting walkways, building entries, and other building facilities during selective demolition operations. 3.5 PATCHING AND REPAIRS A. General: Promptly repair damage to adjacent construction caused by selective demolition operations. B. Repairs: '�§'Here repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. 1. Completely fill holes and depressions in existing masonry Nvalls that are to remain with an approved masonry patching material applied according to manufacturer's written recommendations. C. Finishes: Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing. D. Floors and Walls: Where walls or partitions that are demolished extend one finished area into another. patch and repair floor and wall surfaces in the new space_ Provide an even surface of uniform finish color, texture, and appearance. Remove existing floor and wall coverings and replace with ne« materials. if necessan,. to achieve uniform color and appearance. Patch witli durable scams that are as invisible as possible. Provide materials and comply Willi installation requirements specified in other Sections of these Specifications. L3 COPPER R.AWL NIGS COMMUNITY CENTER 01732 - 5 CDG 20028 SELECTIVIE DEMOLITION 2. Where patching occurs in a painted surface, apply primer and intermediate paint coats over patch and apply final paint coat over entire unbroken surface containing patch. Provide additional coats until patch blends -with adjacent surfaces. 3. Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. 3.6 DISPOSAL, OF DEMOLISHED MATERIALS A. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on -site. B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legalh dispose of them. END OF SECTION 01732 0" r, COPPER RANNILINGS COMMUNITY CENTER 01770 - 1 CDG 20028 CLOSEOUT PROCEDURES r� SECTION 01770 - CLOSEOUT PROCEDURES PART 1 - GENERAL i 1.1 RELATED DOCUMENT'S A. Dra«ings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUNIlvIARY A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Inspection procedures. 2. Project Record Documents. 3. Operation and maintenance manuals. 4. Warranties. 5. Instruction of Owner's personnel. 6. Final cleaning. B. Related Sections include the following: 1. Division 1 Section "Execution Requirements" for progress cleaning of Project site. 2. Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for products of those "Sections: 1.3 SUBSTAlv'TIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion; complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, M" and reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Prepare and submit Project Record Documents. operation and maintenance manuals, Final Completion construction photographs. damage or settlement surveys, propert-N, surveys, and similar final record information. 6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable. 7. Mahe final changeover of permanent locks and deliver keys to Owner. Advise 0«-ner's persoiulcl of changeover in security provisions. S. Complete startup testing of systems. 9. Submit tesUadjust/balance records. 10. Terminate and remove temporary facilities from Project site. along with mockups, construction tools. and similar elements. 11. O -% Advise Owner of changeover in heat and other utilities. P" COPPER RAWLINGS COMMUNITY CENTER 01770 - 2 CDG 20028 CLOSEOUT PROCEDURES 12. Submit changeover information related to Ottmer's occupancy, use, operation, and maintenance. 13. Complete final cleaning requirements, including touchup painting. 14. Touch up and othernise repair and restore marred exposed finishes to eliminate visual defects. B. Inspection: Submit a «witten request for inspection for Substantial Completion. On receipt of request, Architect «ill either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate N3i11 be issued. 1. Reinspection: Request renspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection Hill form the basis of requirements for Final Completion. 1.4 FII\TAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: 1. Submit a final Application for Payment according to Division 1 Section "Payment Procedures." 2. Submit certified copy of Architeces Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Architect hill either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. Reinspection: Request rinspection when the Work identified in previous inspections as incomplete is completed or corrected. 1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A_ Preparation: Submit three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessan7, areas disturbed by Contractor that are outside the limits of construction. Use CSI Form 14.1 A. 1. Or- nize list of spaces in sequential order, starting with exterior areas first. 2. Organize items applying to each space by major element, including categories for ceiling, individual galls, floors. equipment, and building systems. 3. Include the following information at the top of each page: a. Project name. b. Date. C. Name of Architect. d. Name of Contractor. C. Page number. s�+ COPPER RAWLINGS COMMUNITY CENTER 01770 -3 CDG 20028 CLOSEOUT PROCEDURES e., 1.6 PROJECT RP,CORD DOCUMENTS A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours. B. Record Drawings: Maintain and submit one set of blue- or black -line white prints of Contract Drawings and Shop D,awings. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked -up Record Prints. a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later. b. Accurately record information in an understandable dra«ing technique. C. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. d. Mark Contract Dra«ings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. Where Shop Drawings are marked, show cross-reference on Contract Dra«ings. 2. Mark record sets «ith erasable, red -colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location. 3. Mark important additional information that was either shoNvri schematically or omitted from original DraMngs. . 4. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable. 5. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into manageable sets; .bind each set N ith durable paper cover sheets. Include identification on cover sheets. C. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications. Mark copy to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Mark copy'"ith the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected. 3. Note related Change Orders, Record Drawngs, and Product Data, where applicable. D. Record Product Data: Submit one copy of each Product Data submittal. Mark one set to indicate the actual product installation where installation varies substantially from that indicated in Product Data. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in manufacturer's writtri instructions for installation. 3. Note related Change Orders. Record Drawings. and Record Specifications, where applicable. E, Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection witli actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. 6119 COPPER RAWLINGS COMMUNITY CENTER CDG 20028 01770-4 CLOSEOUT PROCEDURES 1.7 OPERATION AND MAINTENANCE MANUALS A. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system_ subsystem, and piece of equipment not part of a system. Include operation and maintenance data required in individual Specification Sections and as follows: '1. Operation Data: a. Emergencv instructions and procedures. b. Svstem, subsystem. and equipment descriptions, including operating standards. C. Operating procedures. including startup, shutdown, seasonal, and weekend operations_ d. Description of controls and sequence of operations. e. Piping diagrams. Maintenance Data: a. Manufacturer's information, including list of spare parts. b. Name, address, and telephone number of Installer or supplier. C. Maintenance procedures. d. Maintenance and service schedules for preventive and routine maintenance. e. Maintenance record forms. f. Sources of spare parts and maintenance materials. Cr. Copies of maintenance sere agreements. h. Copies of warranties and bonds. B. Organize operation and maintenance manuals into suitable sets of manageable size. Bind and index data in heavy-duty, 3-ring, -irinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, with pocket inside the covers to receive folded oversized sheets. Identify each binder on front and spine with the printed title "OPERATION AND MAINTENANCE MANUAL," Project name, and subject matter of contents. 1.8 WARRANTIES A. Submittal Time: Submit written warranties on request of Architect for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Omer during construction period b} separate agreement with Contractor. C. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. Bind warranties and bonds in heavy-duty. 3-ring, vim-1-covered, loose-Ieaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch paper. Provide heavy paper dividers with plastic -covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation. including the name of the product and the name, address, and telephone number of Installer. Identify each binder on the front and spine with the typed or printed title "WARRANTIES." Project name, and name of Contractor. D. Provide additional copies of each tyarrant} to include in operation and maintenance manuals. s COPPER RAWLINGS COMMUNITY CENTER 01770 - 5 CDG 20028 CLOSEOUT PROCEDT-) PIN PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or - that might damage finished surfaces. 0% PART 3 - EXTCUTION 3.1 DEMONSTRATION AND TRAINING A. Instruction: Instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. 1. Provide instructors experienced in operation and maintenance procedures. 2. Provide instruction at mutually agreed -on times. For equipment that requires seasonal operation, provide similar instruction at the start of each season. 3. Schedule training with Owner, through Architect, with at least seven days' advance notice. 4. Coordinate instructors, including providing notification of dates, times, length of instruction, and course content. B. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections. For each s, training module, develop a learning objective and teaching outline. Include instruction for the follo«zng: 1. System design and operational philosophy. 2. Review of documentation. ' 3. Operations. 4. Adjustments. 5. Troubleshooting. •A 6. Maintenance. 7. Repair. 3.2 FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities. including landscape dcN-clopment areas. of rubbish. waste material, litter. and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains. and other foreign deposits. F0 COPPER RAWLINGS COMMUNITY CENTER CDG 20028 01770 - 6 CLOSEOUT PROCEDURES C. Remove tools, construction equipment, machinery, and surplus material from Project site. d. Remove snow and ice to provide safe access to building. e. Clean exposed exterior and interior hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. f. Remove debris and surface dust from limited access spaces, including roofs, plenums, ' shafts, trenches, equipment vaults, manholes, attics, and similar spaces. g. Sweep concrete floors broom clean in unoccupied spaces. lh. Vacuum carpet and similar soft surfaces, remoNing debris and excess nap; shampoo if visible soil or stains remain. i. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision -obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. j. Remove labels that are not permanent. k. Touch up and otherMse repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. 1. Wipe surfaces of mechanical and electrical equipment, and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. M. Replace parts subject to unusual operating conditions. n. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. o. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. P. Clean ducts, blowers, and coils if units were operated iNithout filters during construction. q. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned -out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. r. Leave Project clean and ready for occupancy. C. CompIy with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lavfully. END OF SECTION 0I770 50 COPPER RA'WL.INGS COMMUNITY CENTER 07920 - 1 CDG 20028 JOENT SEALANTS SECTION 07920 - JOINT SEALANTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, includincr General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes sealants for the following applications, including those specified by reference to this Section: B. This Section includes sealants for the following applications: 1. 1 Exterior joints in the following vertical surfaces and nontraffic horizontal surfaces: a. Perimeter joints between materials listed above and frames of doors and windows. b. Other joints as indicated. 2. Interior joints in the following vertical surfaces and horizontal nontraffic surfaces: a. Perimeter joints of exterior openings where indicated. b. Perimeter joints between interior wall surfaces and frames of interior door and windows. C. Other joints as indicated. C. Related Sections include the following: 1. Division 9 Section "Acoustical Panel Ceilings" for sealing edge moldings at perimeters of acoustical ceilings. 1.3 PERFORMANCE REQUIREMENTS A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous joint seals without staining or deteriorating joint substrates. B. Provide joint sealants for interior applications that establish and maintain airtight and xNater- resistant continuous joint seals N;ithout staining or deteriorating joint substrates. 1.4 SUBMITTALS A. Product Data: For each joint -sealant product indicated. COPPER RAWLINGS COMMUNITY CENTER 07920 - 2 CDG 20028 JOINT SEALANTTS B. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view. C. Sampies for Verification: For each type and color of joint sealant required. Install joint sealants in 1/2-inch- (13-mm-) wide joints formed between two 6-inch- (150-mm-) long strips of material matching the appearance of exposed surfaces adjacent to joint sealants. D. Product Certificates: Signed by manufacturers of joint sealants certifi,ing that products furnished comply with requirements and are suitable for the use indicated. E. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. F. Compatibility and Adhesion Test Reports: From sealant manufacturer indicating the following: 1. Materials forming joint substrates and joint -sealant backings have been tested for compatibility and adhesion with joint sealants. 2. Interpretation of test results and written recommendations for primers and substrate preparation needed for adhesion. G. Product Test Reports:. From a qualified testing agency indicating sealants comply with requirements, based on comprehensive testing of current product formulations. H. Warranties: Special warranties specified in this Section. 1.5 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has specialized in installing joint sealants similar mi material, design, and extent to those indicated for this Project and whose work has resulted an joint -sealant installations with a record of successful in-service performance. B. Source Limitations: Obtain each type of joint sealant through one source from a single manufacturer. 1.6 DELRTERY, STORAGE, ANTD HANTDLING A. Deliver materials to Proiect site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color. expiration date, pot life, curing time, and mixing instructions for multicomponent materials. B. Store and handle materials in compliance with manufacturer's written instructions to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes. I COPPER RAWLINGS COMMUNITY CENTER CDG 20028 07920 - 3 JOINT SEALANTS V , 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not proceed with installation of joint sealants under the following conditions: s*• 1. When ambient and substrate temperature conditions are outside Iimits permitted by joint sealant manufacturer. 2. When joint substrates are wet. B. Joint -Width Conditions: Do not proceed with installation of joint sealants where joint widths are less than those allowed by joint sealant manufacturer for applications indicated. C. Joint -Substrate Conditions: Do not proceed with installation of joint sealants until contaminants capable of interfering with adhesion are removed from joint substrates. 1.8 WARRANTY A. General Warranty: Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. I. Warranty Period: Five years from date of Substantial Completion. PART 2-PRODUCTS 2.1 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range for this characteristic. 2.2 ELASTOMERIC JOINT SEALANTS A. Elastomeric Sealant Standard: Comply with ASTM C 920 and other requirements indicated for each liquid -applied chemically curing sealant in the Elastomeric Joint -Sealant Schedule at the end of Part 3, including those referencing ASTM C 920 classifications for tape, grade, class, and uses. B. Additional Movement Capability: Ni nere additional movement capability is specified in the Elastomeric Joint -Sealant Schedule, provide products with the capability, when tested for adhesion and cohesion under maximum cyclic movement per ASTM C 719. to withstand the M COPPER RA'"rLL'IGS COMMUNITY CENTER CDG 20028 07920 - 4 JOU\TT SEALANTS specified percentage change in the joint width existing at the time of installation and remain in compliance with other requirements of ASTM C 920 for uses indicated. C. Stain -Test -Response Characteristics: Where elastomeric sealants are specified in the Elastomeric Joint -Sealant Schedule to be nonstaining to porous substrates, provide products that have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project. 2.3 SOLVENT -RELEASE JOINT SEALANTS A. Acn-lic-Based Solvent -Release Joint -Sealant Standard: Comply with FS TT-S-00230 for each product of this description indicated in the Solvent -Release Joint -Sealant Schedule at the end of Part 3. B. Butvl-Rubber-Based Solvent -Release Joint -Sealant Standard: Comply with ASTM C 1085 for each product of this description indicated in the Solvent -Release Joint -Sealant Schedule at the end of Part 3. C. Pigmented Narrow Joint Sealant: For each product of this description indicated in the Solvent - Release Joint -Sealant Schedule at the end of Part 3 provide manufacturer's standard, solvent - release -curing, pigmented, synthetic -rubber sealant complying with AAMA 803.3 and formulated for sealing joints 3/16 inch (5 nu-n) or smaller in width. 2.4 LATEX JOINT SEALANTS A. Latex Sealant Standard: Comply with ASTM C 834 for each product of this description indicated in the Latex Joint -Sealant Schedule at the end of Part 3. 2.5 JOINT -SEALANT BACKING A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Cylindrical Sealant Backings: ASTM C 1330, of type indicated below and of size and dens'tZ to control sealant depth and otherwise contribute to producing optimum sealant performance: L Type C: Closed -cell material with a surface skin. _ C. Bond -Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint -filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self- adhesive tape where applicable. COPPER RAWLINGS COMMUNITY CENTER 07920 - 5 CDG 20028 JOINT SEALANTS 2.6 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint -sealant -substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants with joint substrates. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint - sealant performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint sealant manufacturer's written instructions and the following requirements: 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost. 2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining from above cleaning operations by vacuuming or blowing out joints with oil -free compressed air. Porous joint surfaces include the following: a. Concrete. b. Masonry. C. Unglazed surfaces of ceramic tile. 3. Remove laitance and form -release agents from concrete. 4. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. I COPPER RAWLINGS COMMUNITY CENTER 07920 - 6 CDG 20028 JOINT SEALANTS a. Metal. b. Glass. C. Glazed surfaces of ceramic tile. — B. Joint Priming: Prime jout substrates where recommended in writing by joint sealant manufacturer, based on preconstruction joint -sealant -substrate tests or prior experience. Apply primer to comply «Ith joint sealant manufacturer's written instructions. Confine primers to areas of joint -sealant bond: do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling %v, thout disturbing joint seal. 3.3 INSTALLATION OF JOINT SEALANTS A. General: Comply with joint sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations of ASTM C 1193 for use of joint sealants as applicable to materials; applications, and conditions indicated. C. Install sealant backings of type indicated to support sealants during application and at position required to produce cross -sectional shapes and depths of installed sealants relative to joint -- widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3.Romove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. D. Instali bond -breaker tape behind sealants where sealant backings are not used between sealants and back: of joints. E. Install. sealants by prover, techniques to comply with the following and at the same time backing are installed: 1. Place sealants so they directhr contact and fully wet joint substrates. 2. Completely fill recesses provided for each joint configuration. 3. Produce uniform, cross -sectional shapes and depths relative to joint «widths that allow optimum sealant movement capability. F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified below to form smooth. uniform beads of configuration indicated; to eliminate air pockets: and to ensure contact and adhesion of sealant itith sides of joint. 1. Remove excess sealants from surfaces adjacent to joint. COPPER RAWLINGS COMMUNITY CENTER 07920 - 7 CDG 20028 JOINT SEALANTS 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3. Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise indicated. 3.4 CLEANING A. Clean off excess sealants or sealant smears adjacent to joints as the Work progresses by pwl� methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.5 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from the original work. 3.6 ELASTOMERIC JOINT -SEALANTS A_ Multicomponent Nonsag Polysulfide Sealant S-1: Where joint sealants of this type are indicated, provide products complying,,ith the following: 1. Products: Provide one of the following: a. cm-60; W.R Meadows, Inc. b. T-2235-M. Morton International, Inc. C. T-2282; Morton International, Inc. d. Thiokol 2P; Morton International, Inc. e. GC-5 Synthacalk; Pecora Corporation. £ Two -Part Sealant, Sonneborn Building Products Div., ChemRex Inc. 2. Type and Grade: M (multi component) and NS (nonsa,,). 3. Class: 25. 4. Use Related to Exposure: NTT (nontraf ic). 5. Uses Related to Joint Substrates: M, G, A, and, as applicable to joint substrates indicated, 0. a. Use 0 Joint Substrates: Coated glass, aluminum coated with a high-performance coating, steel, galvanized steel, brick, ceramic tile, and wood. 6. Applications: As indicated in Schedule at end of this Section. B. Multicomponent Pourable Poh'sulfide Sealant S-2: Where joint sealants of this type are indicated, provide products complying with the following: COPPER R.A`'VLINGS COINIMUNITY CENTER 07920 - 8 CDG 20028 JOINT SEALANTS 1. Products: Provide one of the following: a. Deck-O-Seal 125; W.R. Meadows, Inc. _ b. Deck-O-Seal 150, W.R. Meadows, Inc. C. Deck-O-Seal Two -Part: W.R. Meadows, Inc. 2. Type and Grade: M (multicomponent) and P (pourable). 3. Class: 25, 4. Use Related to Exposure: T (traffic). 5. Uses Related to Joint Substrates: 0. a. Use 0 Joint Substrates: Concrete. 6. As indicated in Schedule at end of this Section. C. Single -Component Nonsag Polysulfide Sealant S-3: Where joint sealants of this type are indicated, provide products complying with the following: 1. Products: Provide one of the following: a. Deck-O-Seal One Step; W.R. Meadows, Inc. b. Thiokol 1P; Morton Intemational, Inc. C. GC-9 Synthacalk; Pecora Corporation. d. PSI-7000; Polymeric Systems, Inc. 2. Type and Grade: S (single component) and NS (nonsag). 3. Class: 25. 4, Use Related to Exposure: NTT (nontraffic). 5. Uses Related to Joint Substrates: M, G, A, and, as applicable to joint substrates indicated. 0. a. Use 0 Joint Substrates: Coated glass, aluminum coated with a high-performance coatm,steel, galvanized steel, brick, ceramic tile, and wood. 6. Applications: As indicated in Schedule at end of this Section. D. Mildew -Resistant Silicone Sealant S-4: Where joint sealants -of this type are indicated, provide products formulated with fungicide that are intended for sealing interior ceramic tile joints and other nonporous substrates that are subject to in-service exposures of high humidity and temperature extremes, and that comply with the following: 1. Products: Provide one of the following: a. 786 Mildew Resistant: Dow Coming. — b. Sanitary 1700.- GE Silicones. C. 898 Silicone Sanitary Sealant; Pecora Corporation. d. PSI-611, Pohmeric Svstems. Inc. — e. Tremsil 600 White: Tremco. 2. Type and Grade: S (single component) and NS (nonsag). µ_. COPPER RAWLINGS COMMUNITY CENTER CDG 20028 07920 - 9 JOINT SEALANTS 3. Class: 25, 4. Use Related to Exposure: NT (nontraffic). 5. Uses Related to Joint Substrates: G. A, and, as applicable to joint substrates indicated, 0. a. Use 0 Joint Substrates: Plumbing fixtures. 6. Applications: As indicated in Schedule at end of this Section. E. Multicomponent Nonsag Urethane Sealant S-5: Where joint sealants of this type are indicated, proNlide products complying with the following: 1. Products: Provide one of the following: a. Vulkem 922: Mameco International. b. Dynatrol II; Pecora. Corporation. C. Flexiprene 2000; Polymeric Systems, Inc. d. Sikaflex - 2c NS; Sika Corporation. e. DYmeric 5 11; Tremco. 2. Type and Grade: M (multicomponent) and NS (nonsag). 3. Class: 25. 4. Additional Movement Capability: 50 percent movement in extension and 50 percent in compression for a total of 100 percent movement. 5. Use Related to Exposure: NT (nontraffic). a. Use 0 Joint Substrates: Coated glass, color anodic aluminum, aluminum coated with a high-performance coating, steel, galvanized steel, brick, ceramic tile, and wood. 6. Applications: As indicated in Schedule at end of this Section. F. Multicomponent Pourable Urethane Sealant S-6: Where joint sealants of this type are indicated, provide products complying with the following: 1. Products: Provide one of the following: a. Chem -Calk 550, Bostik Inc. b. Vulkem 245; Mameco International. c. Pourthane; W.R. Meadows, Inc. d. NR-200 Urexpan; Pecora Corporation. e. PSI-270SL: Polymeric Systems, Inc. f. PSI-551/RC-2: Polymeric Systems_ Inc. g. Sikaflex - 2c SL: Sika Corporation- h. SL 2: Sonneborn Building Products Div., ChemRex Inc. i. THC-900; Tremco. j. THC-901; Tremco. 2. Type and Grade: M (multicomponent) and P (pourable). �. Class: 25. COPPER RAWLINGS COMMUNITY CENTER 07920 - 10 CDG 20028 JOINT SEALANTS 4, Use Related to Exposure: T (traffic). a. Use 0 Joint Substrates: Concrete. 5. Applications: As indicated in Schedule at end of this Section. G. Single -Component Nonsag Urethane Sealant S-7: Where joint sealants of this type are indicated, provide products complying voth the following: 1. Products: Provide one of the following: a. Chem -Calk 900: Bostik Inc. b. Chem -Calk 915; Bostik Inc. C. Chem -Calk 945; Bostik Inc. d. Vulkem 921; Mameco International. e. PR-255; Ohio Sealants, Inc. f. Dynatrol I; Pecora Corporation. g. Flexiprene 1000; Polymeric Systems, Inc. h. PSI-901; Polymeric Systems, Inc. i. SM7100 Permathane; Schnee -Morehead, Inc. j. DyMonic, Tremco. 2. Type and Grade:.S (single component) and NS (nonsag). 3. Class: 25. 4. Use Related to Exposure: NT (nontraffic). 5. Uses Related to Joint Substrates: M, A, and, as applicable to joint substrates indicated, 0. a. Use O Joint Substrates: Aluminum coated vrith a high-performance coating, galvanized steel, brick and wood. 6. Applications: As indicated in Schedule at end of this Section. H. Single -Component Pourable Urethane Sealant S-8: Where joint sealants of this type are indicated, provide products complying «rith the following: l . Products: Provide one of the following: a. Chem -Calk 950: Bostik Inc. b. Vulkem 45, Mameco International. C. Vulkem Nova 300 SSL: Mameco International. d. NR-201, Pecora Corporation. e. Flexiprene PSI-95 L Polymeric Systems. Inc. f. SL L Sonneborn Building Products Div., ChemRex Inc.. 2. Type and Grade: S (single component) and P (pourable). Class: 2-. 4. Use Related to Exposure: T (traffic). a. Use 0 Joint Substrates: Ceramic tile. and concrete. W" COPPER RAWLIIt'GS COMMUNITY CENTER CDG 20028 5. Applications: As indicated in Schedule at end of this Section. 3.7 A. 19 C 07920 - 11 JOINT SEALANTS SOLVENT -RELEASE JOINT -SEALANT SCHEDULE Acn,lic-Based Solvent -Release Sealant S-9: Where joint sealants of this type are indicated, provide products complying with the following: a. Mono 555: Tremco. 2. Applications: As indicated in Schedule at end of this Section. Butyl -Rubber -Based Solvent -Release Sealant S-10: Where joint sealants of this type are indicated, provide products complying with the following: 1. Products: Provide one of the following: a. Bostik 300: Bostik Inc. b. PTI 707; H.B. Fuller Company. C. PTI 757; H.B. Fuller Company. d. NuFlex 232; NUCO Industries, Inc. e. BC-158; Pecora Corporation. £ PSI-301: Polymeric Systems, Inc. g Sonneborn Multi -Purpose Sealant; Sonnebom Building Products Div., ChemR.ex, Inc. h. Tremco Butyl Sealant; Tremco. 2. Applications: As indicated in Schedule at end of this Section. Pigmented Narrow Joint Sealant S-11: Where joint sealants of this type are indicated, provide products complying Aith the following: 1. Products: Provide one of the following: a. PTI 200, H.B. Fuller Company. 2. Applications: As indicated in Schedule at end of this Section. 3.8 LATEX JOINT -SEALANT SCHEDULE A. Latex Sealant S-I I: Where joint sealants of this type are indicated, provide products complying with the following: l . Products: Provide one of the following: a. Chem -Calk 600, Bostik Inc_ b_ NuFlex 330; NUCO Industries, Inc. C. LC 160 All Purpose Acrylic Caulk; Ohio Sealants. Inc. d. AC-20: Pecora Corporation. COPPER RAWLINGS COMMUNITY CENTER 07920 - 12 CDG 20028 JOINT SEALANTS e. PSI-701; Polymeric Systems, Inc. f. Sonolac, Sonneborn Building Products Div., ChemRex, Inc. Tremflex 834: Tremco. 2. Applications: As indicated in Schedule at end of this Section. 3.9 SEALANT SCHEDULE A. Exterior Joints — L Vertical or inclined joints such as perimeters of doors; windows, wall penetrations: Sealant t-pes S-1, S-3, S-5 or S-7. — 2. Threshold Bedding: Sealant type: S-10. B. Interior Joints 1. Horizontal non -traffic Joints not exposed to fuel or gas spillage: Sealant S-1, S-3, S-5 or S-7. 2. Vertical or inclined Joints such as perimeters of doors, windows, wall penetrations: Sealant types S-1, S-3, S-4, S-5 or ST 3. Non-structural hollow metal doors and borrowed Iites. Sealant types S-1, S-3, S-4, S-5, S-7, S-9 or S-11. END OF SECTION 07920 COPPER RAWLINGS COMMUNITY CENTER 08110 - 1 CDG 20028 STEEL DOORS AND FRAMES SECTION 08110 - STEEL DOORS AND FRAMES PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary_ Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Steel doors. 2. Steel door frames. B. Related Sections include the following: 1. Division 8 Section 'Door Hardware (Scheduled by Naming Products)" for door hardware and weather stripping. 2. Division 8 Section "Glazing" for glass in glazed openings in doors and frames. 3. Division 9 Section "Painting" for field painting factory -primed doors and frames. 1.3 DEFINITIONS A. Steel Sheet Thicknesses: Thickness dimensions, including those referenced in ANSI A250.8, are minimums as defined in referenced ASTM standards for both uncoated steel sheet and the " uncoated base metal of metallic -coated steel sheets. A 1.4 SUBMITTALS A. Product Data: For each type of door and frame indicated, include door designation, type, level and model. material description, core description, construction details, label compliance, sound and fire -resistance ratings, and finishes. B. Shop DraV.-ings: Show the following: 1. Elevations of each door design. Details of doors including vertical and horizontal edge details. 3. Frame details for each frame type including dimensioned profiles. 4. Details and locations of reinforcement and preparations for hardware. Details of each different wall opening condition. 6. Details of anchorages, accessories, joints. and connections. 7. Coordination of glazing frames and stops with glass and glazing requirements. COPPER RAWLINGS COMMUNITY CENTER 08110 - 2 CDG 20028 STEEL DOORS AND FRAMES C. Door Schedule: Use wane reference designations indicated on Drawings in preparing schedule for doors and frames. D. Oversize Construction Certificates: For door assemblies required to be fire -protection rated and exceeding size limitations of labeled assemblies. 1.5 QUALITY ASSURANCE A. Steel Door and Frame Standard: Comply with ANSI A 250.8, unless more stringent requirements are indicated. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver doors and frames cardboard -wrapped or crated to provide protection during transit and job storage. Provide additional protection to prevent damage to finish of factory -finished doors and frames. B. Inspect doors and frames on delivery for damage, and notify shipper and supplier if damage is found. Minor damages may be repaired provided refinished items match new work and are acceptable to Architect. Remove and replace damaged items that cannot be repaired as directed. C. Store doors and frames at building site under cover. Place units on minimum 4-inch- (100-mm- ) high Nvood blocking. Avoid using nonvented plastic or canvas shelters that could create a humidity chamber. If door packaging becomes wet, remove cartons immediately. ProvTide minimum 1/4-inch (6-mm) spaces between stacked doors to permit air circulation. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include. but are' not limited to, the following: B. Manufacturers: Subject to compliance «11th requirements, provide products by one of the A following: I . Steel Doors and Frames: a. Ceco Door Products: a United Dominion Company. b. Kewanee Corporation (The). C. Republic Builders Products. d. Steelcraft; a division of Ingersoll-Rand. COPPER RAWLINGS COMMUNITY CENTER CDG 20028 2.2 MATERIALS 08110 - 3 STEEL DOORS AND FRAMES A. Hot -Rolled Steel Sheets: ASTM A 569/A 569M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled. B_ Cold -Rolled Steel Sheets: ASTM A 366/A 366M, Commercial Steel (CS), or ASTM A 620/A 620M, Dr xNing Steel (DS), Type B, stretcher -leveled standard of flatness. C. Metallic -Coated Steel Sheets: ASTM A 653/A 653M, Commercial Steel (CS), Type B, with an A40 (ZF120) zinc -iron -alloy (galvannealed) coating; stretcher -leveled standard of flatness. 2.3 DOORS A. General: Provide doors of sizes, thicknesses, and designs indicated. B. Exterior Doors: Provide doors complying with requirements indicated below by referencing ANSI A250.8 for level and model and ANSI A250.4 for physical -endurance level: 1. Level 2 and Physical Performance Level B (Heavy Duty), Model 2 (Seamless). C. Vision Lite Systems: Manufacturer's standard kits consisting of glass lite moldings to accommodate glass thickness and size of vision Iite indicated. 2.4 FRAMES A. General: Provide steel frames for doors, transoms, sidelights, borrowed lights, and other openings that comply With ANSI A260.8 and «zth details indicated for type and profile. Conceal fastenings, unless otherv6se indicated. B. Frames of 0.053-inch- (1.3-mm-) thick steel sheet for: 1. Level 2 steel doors. C. Plaster Guards: Provide 0.016-inch- (0.4-mm-) thick, steel sheet plaster guards or mortar boxes to close off interior of openings; place at back of hardware cutouts where mortar or other materials might obstruct hardware operation. D. Supports and Anchors: Fabricated from not less than 0.042-inch- (I.0-mm-) thick_ electrolytic zinc -coated or metallic -coated steel sheet. 1. Wall Anchors in Masonry Construction: 0.177-inch- (4.5-mm-) diameter. steel wire complying with ASTM A 510 (.ASTM A 510M) may be used in place of steel sheet. E. Inserts, Bolts, and Fasteners: Manufacturer's standard units. Where zinc -coated items are to be built into exterior Nvalls, comply Nvith ASTM A 153/A 153M, Class C or D as applicable. J.„ COPPER RAWLINGS COMMUNITY CENTER 08110 - 4 CDG 20028 STEEL DOORS AND FRAMES 2.5 FABRICATION A. General: Fabricate steel door and frame units to comply with ANSI A250.8 and to be rigid, neat in appearance, and free from defects including warp and buckle. Where practical, fit and assemble units in manufacturer's plant. Clearly identify work that cannot be permanently factory assembled before shipment, to assure proper assembly at Project site. B. Exterior Door Construction: For exterior locations and elsewhere as indicated, fabricate doors, panels, and frames from metallic -coated steel sheet. Close top and bottom edges of doors flush as an integral part of door construction or by addition of 0.053-inch- (1.3-mm-) thick, metallic - coated steel channels with channel webs placed even with top and bottom edges. C. Core Construction: One of the following manufacturer's standard core materials that produce a door complying Nvith SDI standards: 1. Polystyrene. D. Clearances for Non -Fire -Rated Doors: Not more than 1/8 inch (3.2 mm) at jambs and heads, except not more than 1/4 inch (6.4 mm) between pairs of doors. Not more than 3/4 inch (19 nun) at bottom. E. Single -Acting, Door -Edge Profile: Square edge. F_ Tolerances: Comply with SDI 117, "Manufacturing Tolerances for Standard Steel Doors and Frames." G. Fabricate concealed stiffeners, reinforcement, edge channels, louvers, and moldings from either cold- or hot -rolled steel sheet. H. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat or oval heads for exposed screws and bolts. I. Hardware Preparation: Prepare doors and frames to receive mortised and concealed hardware according to final door hardware schedule and templates provided by hardware supplier. Comply with applicable requirements in ?,NISI A250.6 and ANTSI Al 15 Series specifications for door and frame preparation for hardware. J. Frame Construction: Fabricate frames to shape shown. I. Fabricate frames with mitered or coped and continuously welded corners and seamless face joints. 2. Provide welded frames with teniporan- spreader bars. h. Reinforce doors and frames to receive surface -applied hardware. Drilling and tapping for surface -applied hardware may be done at Project site. L. Locate hardware as indicated on Shop Drawings or, if not indicated. according to ANTS A2250.8. M. Glazing Stops: 1\4anufacturer's standard, formed from 0.032-inch- (0.8-nim-) thick steel sheet. COPPER RAWLINGS COMMUNITY CENTER 08110 - 5 CDG 20028 STEEL DOORS AND FRAMES r�+ 1. Provide nonremovable stops on outside of exterior doors and on secure side of interior doors for glass, louvers, and other panels in doors. 2. Provide scree; --applied, removable, glazing stops on inside of glass, louvers. and other panels in doors. 2.6 FINISHES A. Prune Finish: Manufacturer's standard, factory -applied coat of rust -inhibiting primer comphing with ANSI A250.10 for acceptance criteria. PART 3 - EXECUTION 3.1 INSTALLATION A. General: Install steel doors, frames, and accessories according to Shop Drawings, manufacturer's data, and as specified. B. Placing Frames: Comply xvith pro-isions in SDI 105, unless otherwise indicated. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is completed, remove temporary braces and spreaders, leaving surfaces smooth and undamaged. 1. Except for frames located in existing walls or partitions, place frames before construction of enclosing walls and ceilings. 2. In masonry construction, provide at least three wall anchors per jamb; install adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. C. Door Installation: Comply with ANSI A250.8. Fit hollow -metal doors accurately in frames, vNithin clearances specified in ANSI A250.8. Shim as necessary to comply NIVith SDI 122 and AN ISIIDM A115.1G. 3.2 ADJUSTING AN ID CLEANING A. Prime -Coat Touchup: Immediately after installation, sand smooth any rusted or damaged areas of prime coat and apple touch up of compatible air -drying primer. END OF SECTION 08110 COPPER RAWLINGS COMMUNITY CENTER 08711 - 1 CDG 20028 DOOR HARDWARE SECTION 08711 -DOOR HARDWARE PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUNDAARY A. This Section includes the following: 1. Commercial door hardware for the following: a. Swinging doors. B. Related Sections include the following: 1. Division 8 Section "Steel Doors and Frames". 1.3 SUBMITTALS A. Product Data: Include installation details, material descriptions, dimensions of individual components and profiles, and finishes. B. Door Hardware Schedule: Prepared by or under the supervision of supplier, detailing fabrication and assembly of door hardware, as well as procedures and diagrams. Coordinate the final Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. 1. Format: Comply with scheduling sequence and vertical format in DHI's "Sequence and Format - for the Hardware Schedule." 2. Organization: Organize the Door Hardware Schedule into door hardware sets indicating complete designations of every item required for each door or opening. a. Organize door hardware sets in same order as in the Door Hardware Schedule at the end of Part 3. 3. Content: Include the following information: a. Type. style, function, size, label, hand. and finish of each door hardware item. b_ Manufacturer of each item. C. Fastenings and other pertinent information. d. Location of each door hardware set, cross-referenced to Drawings, both on floor plans and in door and frame schedule. e. Explanation of abbreviations, symbols, and codes contained in schedule. f. Mounting locations for door hardware. g. Door and frame sizes and materials. COPPER RAWLINGS COMMUNITY CENTER 08711 - 2 CDG 20028 DOOR HARDWARE C. Keying Schedule: Prepared by or under the supervision of supplier, detailing Owner's final keying instructions for locks. Include schematic keying diagram and index each key set to unique door designations. D. Product Certificates: Signed by manufacturers of electrified door hardware certifeing that products furnished comply with requirements. 1. Certify that door hardware approved for use on types and sizes of labeled fire doors complies with listed fire door assemblies. E. Qualification Data: For firms and persons specified in "Quality Assurance" Article. 1. Include lists of completed projects with project names and addresses of architects and owners, and other information specified. F. Warranties: Special warranties specified in this Section. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed door hardware similar in material, design; and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. B. Supplier Qualifications: Door hardware supplier with warehousing facilities in Project's vicinity and who is or employs a qualified Architectural Hardware Consultant, available during the course of the Work to consult with Contractor, Architect, and Owner about door hardware and keying. C. Source Limitations: Obtain each type and variety of door hardware from a single manufacturer, unless otherwise indicated. D. Regulatory Requirements: Comply with provisions of the following: Where indicated to comply with accessibility requirements, comply with Americans with Disabilities Act (ADA), "Accessibility Guidelines for Buildings and Facilities (ADAAG)," Texas Assibilty Standards as follows: a. Handles, Pulls, Latches, Locks, and other Operating Devices: Shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or triNisting of the wrist. b. Door Closers: Comply with the following maximum opening force requirements indicated: C. Thresholds: Not more than 1/2 inch high. Bevel raised thresholds with a slope of not more than 1:2. 2. NFPA 101: Comply with the following for means of egress doors.- a- Latches, Locks, and Exit Devices: Not more than 15 lbf to release the latch. Locks shall not require the use of a key, tool, or special knowledge for operation. b. Door Closers: Not more than 30 lbf to set door in motion and not more than 15 lbf to open door to minimum required width. C. Thresholds: Not more than 1/2 inch high. COPPER RAWLINGS COMMUNITY CENTER 08711 - 3 CDG 20028 DOOR HARDWARE I 1.5 DELIVERY, STORAGE, AND HANDLING A. Inventory door hardware on receipt and provide secure lock -up for door hardware delivered to Project site. B. Tag each item or package separately with identification related to the final Door Hardware Schedule, and include basic installation instructions with each item or package. C. Deliver keys to owner. 1.6 COORDINATION A. Templates: Obtain and distribute to the parties involved templates for doors, frames, and other work specified to be factory prepared for installing door hardware. Check Shop Drawings of other work to confirm that adequate provisions are trade for locating and installing door hardware to comply with indicated requirements. 1.7 WARRANTY A. General Warranty: Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run �* concurrent with, other warranties made by Contractor under requirements of the Contract Documents. B. Special Warranty: Written warranty, executed by manufacturer agreeing to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, the following: 1: Structural failures including excessive deflection, cracking, or breakage. 2. Faulty operation of operators and door hardware. 3. Deterioration of metals, metal finishes, and other materials beyond normal weathering. C. Warranty Period: Three years from date of Substantial Completion, unless otherwise indicated. D. Warranty Period for Manual Closers: 10 vears from date of Substantial Completion. 1.8 MAINTENANCE SERVICE A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance. and removal and replacement of door hardware. PART 2 -PRODUCTS 2.1 SCHEDULED DOOR HARDWARE A. General: Provide door hardware for each door to comply with requirements in this Section, door hardware sets indicated in door and frame schedule, and the Door Hardware Schedule at the end of Part 3. 1. Door Hardware Sets: Provide quantity, item, size, finish or color indicated, and named .•+ manufacturer's products. COPPER RAWLINGS COMMUNITY CENTER CDG 20028 08711 - 4 DOOR HARDWARE 2. Keying System: All locking hardware shall key to the Owner's existing Best master key system. B. Designations: Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of door hardware are indicated in the Door Hardware Schedule at the end of Part 3. Products are identified by using door hardware designations, as follows: Named Manufacturer's Products: Product designation and manufacturer are listed for each door hardware type required for the purpose of establishing minimum requirements. Manufacturers' names are abbreviated in the Door Hardware Schedule. 2.2 FABRICATION A. Manufacturer's Nameplate: Do not provide manufacturers' products that have manufacturer's name or trade name displayed in a visible location (omit removable nameplates) except in conjunction with required fire -rated labels and as otherwise approved by Architect. Manufacturer's identification will be permitted on rim of lock cylinders only. B. Base Metals: Produce door hardware units of base metal, fabricated by forming method indicated, using manufacturer's standard metal alloy, composition, temper, and hardness. Furnish metals of a quality equal to or greater than that of specified door hardware units and BHMA A156.18 for finishes. Do not furnish manufacturer's standard materials or forming methods if different from specified standard. C. Fasteners: Provide door hardware manufactured to comply with published templates generally prepared for machine, wood, and sheet metal screws. Provide screws according to commercially recognized industry standards for application intended. Provide Phillips flat -head screws with finished heads to match surface of door hardware, unless otherwise indicated. 1. Concealed Fasteners: For door hardware units that are exposed when door is closed, except for units already specified with concealed fasteners. Do not use through bolts for installation where bolt head or nut on opposite face is exposed unless it is the only means of securely attaching the door hardware. Where through bolts are used on hollow door and frame construction, provide sleeves for each through bolt. 2. Spacers or Sex Bolts: For through bolting of hollow metal doors. 3. Fasteners for Wood Doors: Comply with requirements of DHI WDHS.2, "Recommended Fasteners for Wood Doors." 2.3 FINISHES A. Standard: Comply with BHMA A156.18. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. COPPER RAWLINGS COMMUNITY CENTER 08711 - 5 CDG 20028 DOOR HARDWARE ram+ PART 3 - EXECUTION 3.1 EXAMINATION A. Examine doors and frames, with Installer present for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Steel Doors and Frames: Comply with DHI A 115 series. 1. Surface -Applied Door Hardware: Drill and tap doors and frames according to SDI 107. 3.3 INSTALLATION A. Mounting Heights: Mount door hardware units of heights indicated in following applicable publications, unless specifically indicated or required to comply Rzth governing regulations: I. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." B. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work specified in Division 9 Sections. Do not install surface -mounted items until finishes have been completed on substrates involved. 1. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for proper installation and operation. 2. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. C. Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying with requirements specified in Division 7 Section "Joint Sealants." 3.4 ADJUSTING A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements. 3.5 CLEANING AND PROTECTION A. Clean adjacent surfaces soiled by door hardware installation. e„� B. Clean operating items as necessary to restore proper function and finish. COPPER RAWLINGS COMMUNITY CENTER 08711 - 6 CDG 20028 DOOR HARDWARE C. Provide final protection and maintain conditions that ensure door hardware is without damage or deterioration at time of Substantial Completion. 3.6 DOOR HARDWARE SCHEDULE HDWE SET #1 DOORS ## 1. 2 NEW HOLLOW METAL DOORS IN EXISTING FRAMES EACH TO HAVE: 1 EACH CONT. HINGE CFM83 SLF 628 PEMKO 1 EACH EXIT DEVICE 8810 630 SARGENT 1 EACH CLOSER EN351-CPSH X TB 689 SARGENT 1 EACH KICKPLATE 10 X 2 LDW 630 ROCKWOOD I EACH THRESHOLD 170A 628 PEMKO 1 EACH DOOR BOTTOM 18061 CP 628 PEMKO 1 EACH W/S 45061 CP 628 PEMKO HDWE SET # 2 DOOR #3 NEW HOLLOW METAL DOOR & FRAME EACH TO HAVE: 1 EACH CONT. HINGE CFM83SLF 628 PEMKO 1 EACH EXIT DEVICE 8813 ETL 630 SARGENT 1 EACH CLOSER EN351-CPSH X TB 689 SARGENT 1 EACH KICKPLATE 10 X 2 LDW 630 ROCKWOOD ^ 1 EACH THRESHOLD 170A 628 PEMKO 1 EACH DOOR BOTTOM 18061 CP 628 PEMKO 1 EACH W/S 45061CP 628 PEMKO END OF SECTION 08711 COPPER RAWLINGS COMMUNITY CENTER 09511 - 1 CDG 20028 ACOUSTICAL PANEL CEILINGS SECTION 09511 - ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes ceilings consisting of acoustical panels and exposed suspension systems. 1.I SUBMITTALS A. Product Data: For each type of product specified. B. Samples for Verification: Full-size units of each type of ceiling assembly indicated; in sets for each color, texture, and pattern specified, showing the full range of variations expected in these characteristics. 1. Full-size samples of each acoustical panel type, pattern, and color. 2. Set of 12-inch- (300-mm-) long samples of exposed suspension system members, including moldings, for each color and system type required. C. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and o,&rners, and other information specified. D. Product Test Reports: Indicate compliance of acoustical panel ceilings and components NNith requirements based on comprehensive testing of current products. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer who has completed acoustical panel ceilings similar in material, design, and extent to that indicated for this Project and with a record of successful in-service performance. B. Source Limitations for Ceiling Units: Obtain each acoustical ceiling panel from one source with resources to provide products of consistent quality in appearance and physical properties %v thout Bela% ing the Work. MR COPPER RAWLINGS COMMUNITY CENTER CDG 20028 09511 -2 ACOUSTICAL PANEL CEILINGS C. Source Limitations for Suspension System: Obtain each suspension system from one source Nvith resources to provide products of consistent quality in appearance and physical properties without delaying the Work. D. Fire -Test -Response Characteristics: Provide acoustical panel ceilings that comply with the folloNNing requirements: 1. Surface -burning characteristics of acoustical panels comply with ASTM E 1264 for Class A materials as determined by testing identical products per ASTM E 84. 2. Products are identified with appropriate markings of applicable testing and inspecting agency. 1.5 DELIVERY, STORAGE, AND F ANDLINTG A. Deliver acoustical panels and suspension system components to Project site in original, unopened packages and store them in a fully enclosed space where they will be protected against damage from moisture, direct sunlight, surface contamination, and other causes. B. Before installing acoustical panels, permit them to reach room temperature and a stabilized moisture content. C. Handle acoustical panels carefully to avoid chipping edges or damaging units in any way. 1.6 PROJECT CONDITIONS A. Environmental Limitations: Do not install acoustical panel ceilings until spaces are enclosed and i;atherproof, wet -work in spaces is complete and dry, work above ceilings is complete, and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. 1.7 COORDINATION A. Coordinate layout and installation of acoustical panels and suspension system «zth other construction that penetrates ceilings or is supported by them, including light fixtures, HVAC equipment, fire -suppression system- and partition assemblies.' 1.8 EXI R.A MATERIALS A. Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are identified with labels describing contents. 1. Acoustical Ceiling Units: Full-size units equal to 2.0 percent of amount installed. 2. Suspension System Components: Quantity of each exposed component equal to 2.0 percent of amount installed. COPPER RAWLINGS COMMUNITY CENTER 09511 - 3 CDG 20028 ACOUSTICAL PANEL CEILINGS PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance With requirements, products that may be incorporated into the Work include, but are not limited to, those indicated for each designation in the Acoustical Panel Ceiling Schedule at the end of Part 3. 2.2 ACOUSTICAL PANELS, GENERAL, A. Acoustical Panel Standard: Provide manufacturer's standard panels of configuration indicated that comply with ASTM E 1264 classifications as designated by types, patterns, acoustical ratings, and light reflectances, unless otherwise indicated. 1. Mounting Method for Measuring Noise Reduction Coefficient: Type E-400; plenum mounting in which face of test specimen is 15-3/4 inches (400 mm) away from test surface per ASTM E 795. B. Acoustical Panel Colors and Patterns: Match appearance characteristics indicated for each product type. C. Panel Characteristics: Comply with requirements indicated in the Acoustical Panel Ceiling Schedule at the end of Part 3, including those referencing ASTM E 1264 classifications. 2.3 METAL SUSPENSION SYSTEMS, GENERAL A. Metal Suspension System Standard: Provide manufacturer's standard direct -hung metal suspension systems of types, structural classifications, and finishes indicated that comply Faith applicable ASTM C 635 requirements. B. Metal Suspension System Characteristics: Comply with requirements indicated in the Acoustical Panel Ceiling Schedule at the end of Part 3. C. Finishes and Colors, General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Provide manufacturer's standard factory -applied finish for type of system indicated- D. Wire Hangers, Braces. and Ties: Provide xvires complying with the following requirements: L Zinc -Coated Carbon -Steel Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper. 2. Size: Select wire diameter so its stress at three times hanger design load (.ASTM C 635, Table 1, Direct Hung) will be less than yield stress of mire, but provide not less than 0.106-inch- (2.69-mm) diameter aaire. E. Hanger Rods: Mild steel, zinc coated or protected with rust -inhibitive paint. 0M COPPER RAWLINGS COMMUNITY CENTER 09511 - 4 CDG 20028 ACOUSTICAL PANEL CEILINGS F. Flat Hangers: Mild steel, zinc coated or protected with rust -inhibitive paint. G. Angle Hangers: Angles with legs not less than 7/8 inch (22 nun) %vide; formed with 0.04-inch- (1-mm-) thick, galvanized steel sheet complying with ASTM A 653/A 653M, G90 (Z275) coating designation; with bolted connections and 5/16-inch- (8-mm-) diameter bolts. H. Sheet -Metal EdQe Moldings and Trim: Type and profile indicated or, if not indicated, manufacturer's standard moldings for edges and penetrations that fit acoustical panel edge details and suspension systems indicated; formed from sheet metal of same material and finish as that used for exposed flanges of suspension system runners. 1. For circular penetrations of ceiling, provide edge moldings fabricated to diameter required to fit penetration exactly. 2. Manufacturer: Subject to compliance with requirements, provide products by one of the fonov ing: a. Armstrong World Industries, Inc. b. Celotex Corporation (The); Building Products Division; Architectural Ceilings Marketing Dept. C. Chicago Metallic Corporation. d. Fry Reglet Corporation. C. Gordon, Inc. £ MM Systems, Inc. g. USG Interiors, Inc. 2.4 ACOUSTICAL SEALANT A. Acoustical Sealant for Exposed and Concealed Joints: Manufacturer's standard nonsag, paintable, nonstaining latex sealant complying with ASTM C 834 and the following requirements: 1. product is effective in reducing airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. B. Acoustical Sealant for Concealed Joints: Manufacturer's standard nondrying, nonhardening, nonskinning, nonstaining, gunnable, synthetic -rubber sealant recommended for sealing interior concealed joints to reduce airborne sound transmission. C. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: D. Products: Subject to compliance with requirements, provide one of the following: 1. Acoustical Sealant for Exposed and Concealed Joints: a. PL Acoustical Sealant: Chemrex. Inc.. Contech Brands. b. AC-20 FTR Acoustical and Insulation Sealant; Pecora Corp. c. SHEETROCK Acoustical Sealant: United States G%psuni Co. COPPER RAWLINGS COMMUNITY CENTER 09511 - 5 CDG 20028 ACOUSTICAL PANEL CEILINGS Acoustical Sealant for Concealed Joints: a. BA-98; Pecora Corp. 0" b. Tremco Acoustical Sealant; Tremco, Inc. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and structural framing to which acoustical panel ceilings attach or abut, with Installer present, for compliance with requirements specified in this and other Sections that affect ceiling installation and anchorage, and other conditions affecting performance of acoustical panel ceilings. I . Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Measure each ceiling area and establish layout of acoustical panels to balance border widths at *- opposite edges of each ceiling. Avoid using less -than -half -width panels at borders; and comply with layout shown on reflected ceiling plans. 3 INSTALLATION A. General: Install acoustical panel ceilings to comply with publications referenced below per manufacturer's written instructions and CISCA's "Ceiling Systems Handbook." L Standard for Ceiling Suspension System Installations: Comply with ASTM C 636. 2. CISCA's Recommendations for Acoustical Ceilings: Comply with CISCA's "Recommendations for Direct -Hung Acoustical Tile and Lay -in Panel Ceilings --Seismic Zones 0-2." 3. U.B.C.'s "Metal Suspension Systems for Acoustical Tile and for Lay -in Panel Ceilings": U.B.C. Standard 25-2. B. Suspend ceiling hangers from building's structural members and as follows- 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structure or of ceiling suspension system. 2. Splay hangers only where required to miss obstructions: offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 3. Splay hangers only where required and, if permitted with fire -resistance -rated ceilings, to miss obstructions: offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 4. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with location of hangers at spacings required to support standard suspension system members. install supplemental suspension members and hangers in 17 r COPPER RAWLINGS COMMUNITY CENTER CDG 20028 3.4 09511 - 6 ACOUSTICAL PANEL CEILINGS form of trapezes or equivalent devices. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards and publications. 5. Secure wire hangers to ceiling suspension members and to supports above -with a minimum of three tight turns. Connect hangers directly either to structures or to inserts, eye screws, or other devices that are secure; that are appropriate for substrate, and that ,vial not deteriorate or otherwise fail due to age, corrosion, or elevated temperatures. 6. Secure flat, angle, channel, and rod hangers to structure, including intermediate framing members, by attaching to inserts, eye screws, or other devices that are secure and appropriate for both structure to which hangers are attached and type of hanger involved. Install hangers in a manner that will not cause them to deteriorate or fail due to age, corrosion, or elevated temperatures. 7. Do not attach hangers to steel deck tabs. 8. Do not attach hangers to steel roof deck. Attach hangers to structural members. 9. Space hangers not more than 48 inches (1200 mm) o.c. along each member supported directly from hangers, unless otherwise indicated; and provide hangers not more than 8 inches (200 mm) from ends of each member. C. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical panels. 1. Apply acoustical sealant in a continuous ribbon concealed on back of vertical legs of moldings before they are installed. 2. Screw attach moldings to substrate at intervals not more than 16 inches (400 nun) o.c. and not more than 3 inches (75 mm) from ends, leveling with ceiling suspension system to a tolerance of 1/8 inch in 12 feet (3 mm in 3.6 m). Miter comers accurately and connect securely. 3. Do not use exposed fasteners, including pop rivets, on moldings and trim. D. InstalI suspension system runners so they are square and securely interlocked with one another. Remove and replace dented, bent, or kinked members. E. Install acoustical panels with undamaged edges and fitted accurately into suspension system runners and edge moldings. Scribe and cut panels at borders and penetrations to prowide a neat, precise fit. 1. For reveal -edged panels on suspension system runners, install panels with bottom of reveal in firm contact with top surface of runner flanges. 2. Paint cut panel edges remaining exposed after installation; match color of exposed panel surfaces using coating recommended in wwTiting for this purpose by acoustical panel manufacturer. CLEANING A. Clean exposed surfaces of acoustical panel ceilings, including trim, edge moldings, and suspension system members. Comply %with manufacturers wvritten instructions for cleaning and touchup of minor finish damage. Remove and replace ceiling components that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. COPPER RAWLINGS COMMUNITY CENTER CDG 20029 09511 - 7 ACOUSTICAL PANEL CEILINGS 3.5 ACOUSTICAL PANEL CELING SCHEDULE A. Mineral -Base Acoustical Panels for Acoustical Panel Ceiling: Where this designation is indicated, provide acoustical panels complying «rith the following: 1. Products: Available products include the folloving: a. USG Interiors, Inc., -Fissured'', 4562. 2. Classification: Panels fitting ASTM E 1264 for Type III Form 2. 3. Pattern: Panels fitting ASTM E 1264 pattern designation (description) CD. 4. Color: White. 5. Light Reflectance Coefficient: Not less than LR 0.82. 6. Noise Reduction Coefficient: NRC 0.55. 7. Ceiling Attenuation Class: Not less than CAC 35. 8. Edge Detail: Square. 9. Thickness: 518 inch (15 mm.). 10. Size: 24 by 48 inches. B. Suspension System for Acoustical Panel Ceiling: Where this designation is indicated, provide acoustical panel ceiling suspension system complying v&Rth the following: 1. Products: Available products include the following: a. USG Interiors, Inc., Donn DX. 2. Wide -Face, Capped, Double -Web, Steel Suspension System: Main and cross runners roll formed from cold -rolled steel sheet, prepainted or electrolytically zinc coated '"zth prefinished 15/16-inch- (24-mm-) Aride metal caps on flanges; other characteristics as follows: a. Structural Classification: Intermediate -duty system. b. End Condition of Cross Runners: Override (stepped) or butt -edge type, as standard with manufacturer. C. Face Design: Flush face. d. Cap Material: Steel sheet. e. Cap Finish: Painted white. END OF SECTION 09511 FIR M 77 COPPER RAWLINGS COMMUNITY CENTER 09900 - 1 CDG 20028 PAINTING SECTION 09900 - PAINTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes surface preparation and field painting of exposed exterior and interior items and surfaces. r+ 1. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. B. Paint exposed surfaces, except where these Specifications indicate that the surface or material is not to be painted or is to remain natural. If an item or a surface is not specifically mentioned, paint the item or surface the same as similar adjacent materials or surfaces. If a color of finish is not indicated, Architect will select from standard colors and finishes available. C. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels. D. Related Sections include the following: „" 1. Division 8 Section "Steel Doors and Frames" for factory priming steel doors and frames. 1.3 DEFINITIONS A. General: Standard coating terms defined in ASTM D 16 apply to this Section. 1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an 85- degree meter. 2. Semigloss refers to medium -sheen finish with a gloss range between 35 and 70 when measured at a 60-degree meter. 1.1 SUBMITTALS A. Product Data: For each paint system indicated. Include block fillers and primers. 1. Material List: An inclusive list of required coating materials. Indicate each material and cross- reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification. 2. Manufacturer's Information: Manufacturer's technical information, including label analysis and instructions for handling, storing. and applying each coating material. B. Samples for Initial Selection: For each t%pe of finish -coat material indicated. COPPER RAWLINGS COMMUNITY CENTER 09900 - 2 CDG 20028 PAINTING C. Samples for Verification: For each color and material to be applied, with texture to simulate actual conditions, on representative Samples of the actual substrate. 1. Provide a list of materials and applications for each coat of each Sample. Label each Sample for location and application. 2. Submit 2 Samples on the following substrates for Architect's review of color and texture only: a. Ferrous Metal: 4-inch- square Samples of flat metal and 6-incli- long Samples of solid metal for each color and finish. D. Qualification Data: For Applicator. 1.5 QUALITY ASSURANCE A. Applicator Qualifications: A firm or individual experienced in applying paints and coatings similar in material, design, and extent to those indicated for this Project, whose work has resulted in applications with a record of successful in-service performance. B. Source Limitations: Obtain primers for each coating system from the same manufacturer as the finish coats. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label and the following information: 1. Product name or title of material. 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. 8. VOC content. B. Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 deg F. Maintain storage containers in a clean condition, free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. 1.7 PROJECT CONDITIONS A. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air are between 50 and 90 deg F. B. Apply solvent -thinned paints only when temperatures of surfaces to be painted and surrounding air arc between 45 and 95 deg F. C. Do not apply paint in snow, rain, fog. or mist; or when relative humidity exceeds 85 percent: or at temperatures less than 5 dcg F above the dew point: or to damp or wet surfaces. COPPER RAWLINGS COMMUNITY CENTER 09900 - 3 CDG 20029 PAINTING 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated NNTthin temperature limits specified by manufacturer during application and dning periods. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed in other Part 2 articles. B. Manufacturers' Names: Shortened versions (shonm in parentheses) of the follo«zng manufacturers' names are used in other Part 2 articles: 1. Benjamin Moore & Co. (Benjamin Moore). 2. ICI Paint Stores, Inc. (Dulux Paint). 3. Kelly -Moore Paint Co. (Kelly -Moore). 4. PPG Industries, Inc. (Pittsburgh Paints). 5. Shemin -Williams Co. (Sherwin-Williams). 2.2 PAINT MATERIALS, GENERAL A. Material Compatibility: Provide primers and finish -coat materials that are compatible �zth one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best -quality paint material of the various coating types specified that are factory formulated and recommended by manufacturer for application indicated. Paint - material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Furnish manufacturer's material data and certificates of performance for proposed substitutions. C. Colors: As selected by Architect from manufacturer's full range 2.3 EXTERIOR PRIMERS A. Exterior Ferrous -Metal Primer: Factory -formulated rust -inhibitive metal primer for exterior application. 1. Benjamin Moore; Moore's IMC All-vd Metal Primer No. M06: Applied at a dry film thickness of not less than 2.0 mils. 2. Dulua Paint; 4160-XXXX Devguard Multi -Purpose Tank & Structural Primer. Applied at a dry film thickness of not less than 2.0 mils. 3. Kelly -Moore; 1711 Kel-Guard Alkyd White Rust Inhibitive Primer: Applied at a dry film thickness of not less than 2.0 mils. 4. Pittsburgh Paints; 90-712 Pitt -Tech One Pack Interior/Exterior Primer Finish DTM Industrial Enamel: Applied at a dry film thickness of not less than 3.0 mils. 5. SherniRn-Williams; Kern Kromik Universal Metal Primer B50NZ6/B50WZI : Applied at a dry film thickness of not less than 3.0 mils. COPPER RAWLINGS COMMUNITY CENTER 09900 - 4 CDG 20028 PAINTING B. Exterior Galvanized Metal Primer: Facton4ormulated galvanized metal primer for exterior application. 1. Benjamin Moore; Moore's IMC Acrylic Metal Primer No. M04: Applied at a dry film thickness of not less than 2.0 mils. 2. Dulux Paint; 4020-XXXX Devflex DTM Flat Interior/Exterior Waterborne Primer & Finish: Applied at a dry film thickness of not less than 2.2 mils. 3. Kellv-Moore; 1722 Kel-Guard Acn.lic Galvanized Iron Primer: Applied at a dn_- film thickness of not less than 1.8 mils. 4. Pittsburgh Paints; 90-709 Pitt -Tech One Pack Interior/Exterior Primer/Finish DTM Industrial Enamel: Applied at a dry film thickness of not less than 3.0 mils. 5. Sheri;in-Willianis; primer not required over this substrate. 2.4 INTERIOR PRIIv1ERS A. Interior Ferrous -Metal Primer: Factory -formulated quick -drying rust -inhibitive alkyd -based metal primer. 1. Benjamin Moore; Moore's IMC Alkyd Metal Primer No. M06: Applied at a dn- film thickness of not less than 2.0 mils. 2. Dulux Paint; 4130-6130 Devshield Rust Penetrating Metal Primer: Applied at a dry film thickness of not less than 2.2 mils. 3. Kelly -Moore; 1711 Kel-Guard Alkyd White Rust Inhibitive Primer: Applied at a dm film thickmess of not less than 2.0 mils. 4. Pittsburgh Paints; 90-709 Pitt -Tech One Pack Interior/Exrterior Primer/Finish DTM Industrial Enamel: Applied at a dry film thickness of not less than 1.5 mils. 5. Shemin -Williams; Kem Kromik Universal Metal Primer B50NTZ6/B50WZ1: Applied at a dry film thickness of not less than 3.0 mils. B. Interior Zinc -Coated Metal Primer: Factory -formulated galvanized metal primer. 1. Benjamin Moore; Moore's IMC Acrylic Metal Primer No. M04: Applied at a dry film thickness of not less than 2.0 mils. 2. Dulux Paint; 4160-6130 Devguard Multi -Purpose Tank & Structural Primer: Applied at a dry film thinness of not less than 2.0 mils. 3. Kelly -Moore; 1722 Kel-Guard Acrylic Galvanized Iron Primer: Applied at a dry film thickness of not less than 1.8 mils. 4. Pittsburgh Paints; 90-709 Pitt -Tech One Pack Interior/Exterior Primer/Finish DTM Industrial Enamel: Applied at a dry film thickness of not less than 3.0 mils. 5. Shemin -Williams; primer not required over this substrate. 2.5 EXTERIOR FINISH COATS A. Exterior Semigloss Acrylic Enamel: Factory -formulated semigloss waterborne acrylic -latex enamel for exterior application. 1. Benjamin Moore; Moorcraft Super Spec Latex House & Trim Paint No. 170: Applied at a dn. film thickness of not less than 1.1 mils. 2. DMus Paint; 2406-Y-IM Dulux Professional Exterior 100 Percent Acn-lic Sciiii-Gloss Finish applied at a dn. film thickness of not less than 1.3 mils. 3. Kells>-Moore; 1250 Acre -Lustre Exterior Semi -Gloss Acrylic Finish: Applied at a dn_ film thickness of not less than 1.6 mils. 4. Pittsburgh Paints. 6-900 Series SpeedHide Exterior House & Trim Semi -Gloss Acn lic Latex Paint: Applied at a dry film thickness of not less than 1.5 mils. OWN COPPER RAWLINGS COMMUNITY CENTER 09900 - 5 CDG 20029 PAINTING 5. Sherwin-Williams; A-100 Latex Gloss AS Series: Applied at a dry film thickness of not less than 1.3 mils. 2.6 INTERIOR FINISH COATS A. Interior Semigloss Acrylic Enamel: Factory -formulated semigloss acrylic -latex enamel for interior application. 1. Benjamin Moore; Moorcraft Super Spec Latex Semi -Gloss Enamel No. 276: Applied at a dry film thickness of not less than 1.2 mils. 2. Dulux Paint; 1406-X= Dulux Professional Acrylic Semi -Gloss Interior Wall & Trim Enamel: Applied at a dry film thickness of not less than 1.5 mils. 3. Kelly -Moore; 1649 Acrylic -Latex Semi -Gloss Enamel: Applied at a dry film thickness of not less than 1.7 mils. 4. Kelly -Moore; 1685 Dura-Pony Semi -Gloss Acrylic Enamel: Applied at a dry film thickness of not less than 1.5 mils. 5. Pittsburgh Paints; 6-500 Series SpeedHide Interior Semi -Gloss Latex: Applied at a dry film thickness of not less than 1.0 mil. 6. Sherwin-Williams; ProMar 200 Interior Latex Semi -Gloss Enamel B31W200 Series: Applied at a dry film thickness of not less than 1.3 mils. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Applicator present, for compliance with requirements for paint application. Comply with procedures specified in PDCA P4. 1. Proceed with paint application only after unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. 2. Start of painting will be construed as Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review, other Sections in which primers are proNided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify Architect about anticipated problems when using the materials specified over substrates primed by others. 3.2 PREPARATION A. General: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures. and similar items already installed that are not to be painted. If removal is impractical or impossible because of size or weight of the item, provide surface -applied protection before surface preparation and painting. 1. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved. B. Cleaning: Before applying paint or other surface treatments. clean substrates of substances that could impair bond of the various coatings. Remove oil and grease before cleaning. COPPER RAWLINGS CONIML NITY CENTER CDG 20028 09900 - 6 PAINTING Schedule cleaning and painting so dust and other contaminants from the cleaning process Neill not fall on wet, newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's Nvritten instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. 2. Cementitious Materials: Prepare concrete, concrete unit masonry, cement plaster, and mineral - fiber -reinforced cement panel surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. a. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn. correct this condition before application. Do not paint surfaces if moisture content exceeds that permitted in manufacturer's written instructions. Ferrous Metals: Clean ungalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, Ioose miff scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with SSPC's recommendations. a. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. b. Touch up bare areas and shop -applied prime coats that have been damaged. Wire -brush, clean with solvents recommended by paint manufacturer, and touch up with same primer as the shop coat. 4. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. D. Material Preparation: Mix and prepare paint materials according to manufacturer's written instructions. 1. Nfaintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, remove surface film and strain material before using. 3. Use only thinners approved by paint manufacturer and only within recommended limits. E. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat when multiple coats of same material are applied. Tint undercoats to match the color of the finish coat, but provide sufficient differences in shade of undercoats to distinguish each separate coat. 3.3 APPLICATION A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. Paint colors, surface treatments. and finishes are indicated in the paint schedules. Do not paint over dirt, rust, scale. grease, moisture, scuffed surfaces. or conditions detrimental to formation of a durable paint film. Provide finish coats that are compatible with primers used. F& COPPER RAWLINGS COMMUNITY CENTER 09900 - 7 CDG 20028 PAINTING 4. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through registers or grilles. 5. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces. 6. Sand lightly between each succeeding enamel or varnish coat. B. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or othernlse prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. The number of coats and film thickness required are the same regardless of application method. Do not apply succeeding coats until previous coat has cured as recommended by manufacturer. If sanding is required to produce a smooth, even surface according to manufacturer's -.vritten - -instructions, sand between applications. 2. Omit primer over metal surfaces that have been shop primed and touchup painted. 3. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. Give special attention to ensure that edges, comers, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 4. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until paint has dried to where it feels firm, and does not deform or feel sticky under moderate thumb pressure, and until application of another coat of paint does not cause undercoat to lift or lose adhesion. C. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions. 1. Brushes: Use brushes best suited for type of material applied. Use brush of appropriate size for surface or item being painted. 2. Rollers: Use rollers of carpet, velvet -back, or high -pile sheep's wool as recommended by manufacturer for material and texture required. 3. Spray Equipment: Use airless spray equipment with orifice size as recommended by manufacturer for material and texture required. D. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate to achieve dry film thickness indicated. Provide total dry film thickness of the entire system as recommended by manufacturer. E. Electrical items to be painted include, but are not limited to, the following: 1. Switchaear. 2. Panelboards. 3. Electrical equipment that is indicated to have a factory -primed finish for field painting. F. Prime Coats: Before applying finish coats, apply a prime coat, as recommended by manufacturer, to material that is required to be painted or finished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears. to ensure a finish coat with no burn -through or other defects due to insufficient sealing. G. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs. sags. ropiness, or other surface imperfections will not be acceptable. H. Completed Work: Match approved samples for color, texture, and coverage. Remove. refinish. or repaint work not complying with requirements. ft COPPER RAWLINGS COMMUNITY CENTER 09900 - 8 CDG 20028 PAINTING 3.4 CLEANING A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from Project site. 3.5 PROTECTION A. Protect work of other trades, whether being painted or not, against damage from painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect. B. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting operations, remove temporary protective wrappings provided by others to protect their work. 1. After work of other trades is complete, touch up and restore damaged or defaced painted surfaces. Comply with procedures specified inP.DCA P1. 3.6 EXTERIOR PAINT SCHEDULE A. Ferrous Metal: Provide the following finish systems over exterior ferrous metal. Primer is not required on shop -primed items. 1. Semigloss Acrylic -Enamel Finish: Two finish coats over a rust -inhibitive primer. a. Primer: Exterior ferrous -metal primer. b. Finish Coats: Exterior semigloss acrylic enamel. B. Zinc -Coated Metal: Provide the folio-aing finish systems over exterior zinc -coated metal surfaces: 1. Semigloss Acrylic -Enamel Finish: Two finish coats over a galvanized metal primer. a. Primer: Exterior galvanized metal primer. b. Finish Coats: Exterior semigloss acrylic enamel. 3.7 INTERIOR PAINT SCHEDULE A. Ferrous Metal: Provide the following finish systems over ferrous metal: 1. Semigloss Acrylic -Enamel Finish: Two finish coats over a primer. _ a. Primer: Interior ferrous -metal primer. b. Finish Coats: Interior semigloss acn-lic enamel. B. Zinc -Coated Metal: Provide the follo«ins finish systems over interior zinc -coated metal surfaces: 1. Semigloss Acrylic -Enamel Finish: Two finish coats over a primer. a. Primer: Interior zinc -coated metal primer. b. Finish Coats: Interior semigloss acrylic enamel. ENT OF SECTION 09900 COPPER RAWLINGS COMMUNITY CENTER CDG 20028 SECTION 13851 -FIRE ALARM PART 1 - GENrERAL 13851-1 FIRE ALARMT 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes fire alarm systems with manual stations, detectors, signal equipment, controls, and devices. B. Related Sections include the following: 1.3 DEFINITION'S A. FACP: Fire alarm control panel. B. Definitions in N1FPA 72 apply to fire alarm terms used in this Section. 1.4 SYSTEM DESCRIPTION A. General: Noncoded, zoned system with manual and automatic alarm initiation; and hard -wired for signal transmission, using separate individual circuits for each zone of alarm initiation and notification appli- ances. 1.5 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: Show details of graphic annunciator. 1. Battery: Sizing calculations. 2. Floor Plans: Indicate final outlet locations and routings of raceway connections. 3. System Operation Description: Detailed description for this Project, including method of opera- tion and supervision of each type of circuit and sequence of operations for manually and automati- cally initiated system inputs and outputs. Manufacturers standard descriptions for generic systems are not acceptable. C. Operating Instructions: For mounting at the FACP. D. Maintenance Data: For fire alarm systems to include in maintenance manuals specified in Division 1. Comply with N1FPA 72. E. Submissions to Authorities Having Jurisdiction: In addition to distribution requirements for Submittals specified in Division 1 Section "Submittals," make an identical submission to authorities having jurisdic- tion. Include copies of annotated Contract Drawings as needed to depict component locations to facilitate A-* ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER R.AWLI1\1GS COMMUNITY CENTER CDG 20028 13351-2 FIRE ALARM review. Resubnut if required to make clarifications or revisions to obtain approval. On receipt of com- ments from authorities having jurisdiction, submit them to Architect for review. F. Certificate of Completion: Comply with \rPA 72. 1.6 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who is an authorized representative of the FACP manu- facturer for both installation and maintenance of units required for this Project. B. Manufacturer Qualifications: A firm experienced in manufacturing systems similar to those indicated for this Project and with a record of successful in-service performance. C. Source Limitations: Obtain fire alarm s}-stem components through one source from a single manufac- turer. D. Compliance with Local Requirements: Comply with applicable building code, local ordinances and regu- lations, and requirements of authorities having jurisdiction. E. Comply with NFPA 72, PART 2 - PRODUCTS 2.1 MANUFACTURERS _ A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Firs Lite Alarms, Inc. 2. Gamewell Co. (The). 3. Grinnell Fire, Protection Systems. 4. itotifier; Div. of Pittway Corp. 5. Silent Knight. - 6. Simplex Time Recorder Co. 2.2 FUNCTIONAL DESCRIPTION OF SYSTEM �- 2.3 SMOKE DETECTORS A. General: Include the following features: 1. Operating Voltage: 24-V dc, nominal. 2. Self -Restoring: Detectors do not require resetting or readjustment after actuation to restore them to normal operation. 3. Plug-in Arrangement: Detector and associated electronic components are mounted in a module that connects in a tamper -resistant manner to a fixed base with a twist -locking plug connection. Terminals in the fixed base accept building wiring. 4. Integral Visual -Indicating Light: LED type. Indicates detector has operated. _ 5. Sensitivity: Can be tested and adjusted in -place after installation. B. Ionization Detector: Include the following eatures: ALLIED ASSOCIATES CONSULTING ENGINEERS P" COPPER RAWLINGS COMMUNITY CENTER 13831-3 CDG 20028 FIRE ALARM 1. Responsive to both visible and invisible products of combustion. 2. Self -compensating for changes in environmental conditions. C. Duct Smoke Detector: Ionization type. 1. Sampling Tube: Design and dimensions as recommended by the manufacturer for the specific duct size, air velocity, and installation conditions where applied. 2. Relay Fan Sltutdoxm: Rated to interrupt fan motor -control circuit. 2.4 WIRE A. Non -Power -Limited Circuits: Solid -copper conductors , ith 600-V rated, 75 deg C, color -coded insula- tion. 1. Low -Voltage Circuits: No. 16 AWG, minimum 2. Line -Voltage Circuits: No. 12 AWG, minimum- B. Power -Limited Circuits: NFPA 70, Types FPL, FPLR, or FPLP, as recommended by manufacturer. PART 3 - EXECUTTION 3.1 EQUIPMENT INSTALLATION A. Duct Smoke Detectors: Comply with manufacturer's written instructions. 1. Verify that each unit is listed for the complete range of air velocity, temperature, and humidity possible when air -handling system is operating. 2. Install sampling tubes so they extend the full width of Cie duct. 32 WIRING INSTALLATION A. Wiring Method: Install wiring in metal raceway in exposed locations, and non -accessible ceilingsaccord- ing to Division 16 Section "Raceways and Boxes." Conceal raceway except in unfinished spaces and as indicated. B. Wiring within Enclosures: Separate power -limited and non -power -limited conductors as recommended by the manufacturer. Install conductors parallel with or at right angles to sides and back of the enclosure. Bundle, lace, and train conductors to terminal points with no excess. Connect conductors that are termi- nated, spliced, or interrupted in any enclosure associated with the fire alarm system to terminal blocks. Mark each terminal according to the systent's wiring diagrams. Make all connections «ith approved crimp -on terminal spade lugs, pressure -tape terminal blocks, or plug connectors. C. Cable Taps: Use numbered terminal strips in junction, pull and outlet boxes, cabinets, or equipment en- closures where circuit connections are made. D. Color -Coding: Color -code fire alarm conductors differently from the normal building power wiring. Use one color -code for alarm circuit wiring and a different color -code for supervisory circuits. Color -code audible alarm -indicating circuits differently from alarm -initiating circuits. Use different colors for visible alarm -indicating devices. Paint fire alarm system junction boxes and covers red. �,,, ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAW'L JUGS COMMUNITY CENTER 13851-4 CDG 20028 FIRE ALARM 3.3 IDENTIFICATION A. Identify system components, wiring, cabling, and terminals according to Division 16 Section 'Basic Elec- trical Materials and Methods." 3.4 CLEANING AND ADJUSTING A. Cleaning. Remove paint splatters and other spots, dirt, and debris. Touch up scratches and marred finish to match original finish. Clean unit internally using methods and materials recommended by manufac- turer. y END OF SECTION 13851 ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COi\4MUNITY CENTER 15010-1 CDG 20028 BASIC MECHANICAL REQUIRE114ENTS SECTION 15010 - BASIC MECHANICAL REQUIREMENTS PART 1 - GENERAL A. Drawings and general provisions of Contract, including General and the Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 12 SUMA4ARY A. The contractor shall provide complete and operational systems at the completion of the contract. The contractor shall provide all labor and materials required to comply with the intent of these documents, locat codes and ordinances, whether specifically indicated or not. B. Each bidder shall examine the plans and specification for the general construction. If these documents show any item requiring work under division 15 or 16 and that work is not indicated on the respective "M", "P", or "E" drawings, he shall notify the Architect in sufficient time to clarify before bidding. If no notification is received, the Contractor is assumed to require no clarification, and shall install the work as indicated on the General Plans in accordance with the Specifications. C. Order of Precedence shall be observed in laying out pipe, ductwork, material and conduit in order to fit the material into the space above the ceiling and in chases and walls. The following order shall govern: 1. . Items affecting visual appearance of the inside of the building such as lighting fixtures, diffusers, grilles, outlets, panel boards, etc. 2. Conduit, water lines, and other lines whose routing is not critical and whose function would not be impaired by bends and offsets. D. Exceptions and inconsistcncies in plans and specifications shall be brought to the Architect's attention before the contract is signed. Otherwise the Contractor shall be responsible for any and all changes and additions that may be necessary to accommodate his particular apparatus, material or equipment. v 1.3 TERMINOLOGY A. 'Whenever the words "provide", "furnish and install" or other similar phrases occur, it is the intent that the materials and equipment described be furnished, installed and connected under this division of the specification, complete for operation unless specifically noted otherwise. B. The use of the word "shall" conveys a mandatory condition of the contract. C. "This section" always refers to the section in which the statement occurs. D. "The project" includes all work in progress during the construction period. 1.4 INSPECTION OF THE SITE A. The accompanying plans do not indicate completely the existing mechanical and electrical installations. ' The bidders for work under these sections shall inspect existing conditions and acquaint themselves with the existing installations and thoroughly acquaint themselves with conditions to be met and work to be accomplished in removing and modifying the existing work, and in installing the new work in the present building and underground serving to and from the structure. Failure to do so shall not constitute grounds �'* ALLIED ASSOCIATES CONSULTING ENGPNEERS COPPER R.AWLrNGS COMMUNITY CENTER 1 010-2 CDG 20028 BASIC MECHANICAL REQUIREMENTS for any additional payments in connection with removing or modif)ing any part of the existing installation or installing any new work. 1.5 SUBMITTALS A. Submit information for individual sections as indicated in the following schedule. CODES CODES A. Construction Photos B. Construction Video C. Delgated Design D. Manufacturer's Instructions E. Material Safety Data Sheets F. Wiring Diagrams G. Insurance Certificates H. Installer Certificates I. Manufacturer Certificates J. Material Certificates K. Product Certificates L. Welding Certificates M. Design Data NET. Maintenance Data O. Product Data P. QuaIification Data Q. Construction Drawings R. Shop Drawings S. Compatibility Test Reports T. Evaluation Reports U. Field Test Reports V. Product Test Reports W. Preconstruction Test Reports X. Material Test Reports Y. Research Reports Z. Product Schedule AA. Samples BB.. Samples for initial selection CC.. Samples for review DD. Samples for color review EE. Samples for kind review FF. Samples for pattern review GG. Samples for texture review HH. Samples for verification 15050 BASIC MECHANICAL MATERIALS AND METHODS 15060 HANGERS AND SUPPORTS 15081 DUCT INSULATION 15 815 METAL DUCTS 15820 DUCT ACCESSORIES 15855 DIFFUSERS, REGISTERS, AND GRILLES PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED E 'D OF SECTION 13010 ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNITY CENTER 15050-1 CDG 20028 BASIC MECHANICAL MATERIALS AND IN1ETHODS SECTION 15050 - BASIC MECHANICAL MATERIALS AND METHODS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and -eneral provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. •�* 1.2 SUMMARY A. This Section includes the following: 1. Mechanical demolition. 2. Supports and anchorages. 1.3 DEFINITIONS A. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe and duct shafts, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces, crawlspaces, and tunnels. B. Exposed, Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical equipment rooms. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where subparagraph titles below introduce lists, the following requirements apply for product selection: 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Wort: include, but are not limited to, the manufacturers specified. 2. Manufacturers: Subject to compliance with requirements, provide products by the manufacturers specified. PART 3 - EXECUTION 3.1 MECHANICAL DEMOLITION A. Refer to Division 1 Sections "Cutting and Patching" and "Selective Demolition" for general demolition requirements and procedures. B. Disconnect, demolish, and remove mechanical systems, equipment, and components indicated to be .. removed. ** ALLIED ASSOCI.ATES CONSULTING ENGINEERS COPPER R.ANVLINGS COMMUNITY CENTER 15050-2 CDG 20028 BASIC MECHANICAL MATERIALS AND METHODS 1. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material. C. If pipe, insulation, or equipment to remain is damaged in appearance or is unserviceable, remove dammed or unserviceable portions and replace with new products of equal capacity and quality. 3.2 ERECTION OF METAL SUPPORTS AND ANCHORAGES A. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor mechanical materials and equipment. END OF SECTION 15050 ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COMMU\TITY CENTER 15081-1 CDG 20028 DUCT INSULATION r� SECTION 15081 - DUCT INSULATION m PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes semirigid and flexible duct, accessories and attachments; and sealing compounds. 1.3 SUBMITTALS A. Product Data: Identity thermal conductivity, thickness, and jackets (both factory and field applied, if any), for each type of product indicated. B. Material Test Reports: From a qualified testing agency acceptable to authorities having jurisdiction indicating, interpreting, and certifying test results for compliance of insulation materials, sealers, attachments, cements, and jackets with requirements indicated. Include dates of tests. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Skilled mechanics who have successfully completed an apprenticeship program or another craft training program certified by the U.S. Department of Labor, Bureau of Apprenticeship and Training. B. Fire -Test -Response Characteristics: As determined by testing materials identical to those specified in this Section according to ASTM E 84, by a testing and inspecting agency acceptable to authorities having jurisdiction. Factory label insulation and jacket materials and sealer and cement material containers with appropriate markings of applicable testing and inspecting agency. 1. Insulation Installed Indoors: Flame -spread rating of 25 or less, and smoke -developed rating of 50 or less. 1.5 DELIVERY, STORAGE, AND HANDLING ram+ A. Packaging: Ship insulation materials in containers marked by manufacturer with appropriate ASTM specification designation, type and grade, and maximum use temperature. 1.6 COORDINATION A. Coordinate clearance requirements with duct Installer for insulation application. .., 1. SCHEDULING e ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNITY CENTER 15081-2 CDG 20028 DUCT INSULATION A. Schedule insulation application after testing duct systems. Insulation application may begin on se-ments of ducts that have satisfactory test results. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Mineral -Fiber Insulation: a. CertainTeed Manson. b. Knauf FiberGlass GmbH. C. Owens-Corning Fiberglas Corp. d. Schuller International, Inc. 2.2 INSULATION MATERIALS Mineral -Fiber Blanket Thermal Insulation: Glass fibers bonded ,Jth a thermosetting resin. Comply with ASTM C 553, Type II, without facing and with all -service jacket manufactured from kraft paper, reinforcing scrim, aluminum foil, and vinyl film. I. Thermal Conductivity. 0.26 Btu x inch,h x sq. ft. x deg F (0.046 W x m/sq. m x K) average maximum at 75 deg F (24 deg C) mean temperature. 2. Density: Ilblcf 2.3 ACCESSORIES ANID ATTACHMENTS A. Adhesive -Attached Anchor Pins and Speed Washers: Galvanized steel plate, pin, and washer manufactured for attachment to duct and plenum with adhesive. Pin length sufficient for insulation thickness indicated. 1. Adhesive: Recommended by the anchor pin manufacturer as appropriate for surface temperatures of ducts, plenums, and breechings; and to achieve a holding capacity of 100 lb for direct pull perpendicular to the adhered surface. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions for compliance with requirements for installation and other conditions affecting performance of insulation application. B. Proceed % ith installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNITY CENTER 15081-3 CDG 20028 DUCT ENTSULATION a• - A. Surface Preparation: Clean and dry surfaces to receive insulation. Remove materials that will adversely affect insulation application. 3.3 GENERAL APPLICATION REQUIREMENTS A. Apply insulation materials, accessories, and finishes according to the manufacturer's written instructions; NN ith smooth, straight, and even surfaces: and free of voids throughout the length of ducts and fittings. B. Refer to schedules at the end of this Section for materials, forms, jackets, and thicknesses required for each duct system. C. Use accessories compatible with insulation materials and suitable for the service. Use accessories that do not corrode, soften, or otherwise attack insulation or jacket in either wet or dry state. D. Seal joints and seams with vapor -retarder mastic on insulation indicated to receive a vapor retarder. E. Keep insulation materials dry during application and finishing. F. Apply insulation with tight Iongitudinal seams and end joints. Bond seams and joints Nvith adhesive recommended by the insulation material manufacturer. G. Apply insulation with the least number of joints practical. H. Apply insulation over fittings and specialties, with continuous thermal and vapor -retarder integrity, unless otherwise indicated. V I. Hangers and Anchors: 'there vapor retarder is indicated, seal penetrations in insulation at hangers, supports, anchors, and other projections with vapor -retarder mastic. Apply insulation continuously through hangers and around anchor attachments. J. Insulation Terminations: For insulation application where vapor retarders are indicated, seal ends with a compound recommended by the insulation material manufacturer to maintain vapor retarder. K. Apply insulation with integral jackets as follows: 1. Pull jacket right and smooth. 2. Joints and Seams: Cover with tape and vapor retarder as recommended by insulation material manufacturer to maintain vapor seal. 3. Vapor -Retarder Mastics: Where vapor retarders are indicated, apply mastic on seams and joints and at ends adjacent to duct flanges and fittings. L. Cut insulation according to manufacturer's written instructions to prevent compressing insulation to less than 75 percent of its nominal thickness. M. Install vapor -retarder mastic on ducts and plenums scheduled to receive vapor retarders. .,. 1. Ducts with Vapor Retarders: Overlap insulation facing at seams and seal with vapor -retarder mastic and pressure -sensitive tape having same facing as insulation. Repair punctures, tears, and penetrations with tape or mastic to maintain vapor -retarder seal. 3.4 MINERAL -FIBER INSULATION APPLICATION 0" ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNITY CENTER CDG 20028 150S1-4 DUCT rNISULATION WS1 A. Blanket Applications for Ducts and PIenums: Install smooth with 25% maximum compression. Secure blanket insulation with adhesive and anchor pins and speed washers. 1. Apply adhesives according to manufacturer's recommended coverage rates per square foot, for 100 percent coverage of duct and plenum surfaces. 2. Apply adhesive to entire circumference of ducts and to all surfaces of fittings and transitions. 3. Install anchor pins and speed washers on sides and bottom of horizontal ducts and sides of vertical ducts as follows: a. On duct sides with dimensions 18 inches and smaller, along Iongitudinal centerline of duct. Space 3 inches maximum from insulation end joints, and 16 inches O.C. b. On duct sides with dimensions larger than 18 inches. Space 16 inches o.c. each way, and 3 inches maximum from insulation joints. Apply additional pins and clips to hold insulation tightly against surface at cross bracing. C. Anchor pins may be omitted from top surface of horizontal, rectangular ducts and plenums. d. Do not overcompress insulation during installation. 4. Impale insulation over anchors and attach speed washers. 5. Cut excess portion of pins extending beyond speed washers or bend parallel with insulation surface. Cover exposed pins and washers with tape matching insulation facing. 6. Create a facing lap for longitudinal seams and end joints with insulation by removing 2 inches from one edge and one end of insulation segment. Secure laps to adjacent insulation segment with 1/2-inch staples, I inch o.c., and cover with pressure -sensitive tape having same facing as insulation. 7. Overlap urifaced blankets a minimum of 2 inches on IongitudinaI seams and end joints. Secure %rith steel band at end joints and spaced a maximum of 18 inches o.c. 8. Apply insulation on rectangular duct elbows and transitions with a full insulation segment for each surface. Apply insulation on round and flat -oval duct elbows with individually mitered gores cut to fit the elbow. 9. Insulate duct stiffeners, hangers, and flanges that protrude beyond the insulation surface with 6- inch- wide strips of the same material used to insulate duct. Secure on alternating sides of stiffener, hanger, and flange with anchor pins spaced 6 inches o.c. 10. Apply vapor -retarder mastic to open joints, breaks, and punctures for insulation indicated to receive vapor retarder. DUCT SYSTEM APPLICATIONS A. Insulation materials and thicknesses are specified in schedules at the end of this Section. B. Materials and thicknesses for systems listed below are specified in schedules at the end of this Section. C. Insulate the following plenums and duct systems: Indoor concealed supply-, return-, and outside -air ductwork. D. Items Not Insulated: Unless othenvise indicated, do not apply insulation to the following systems, materials, and equipment: 1. Factory -insulated flexible ducts. 2. Flexible connectors. INDOOR DUCT AND PLENUM APPLICATION SCHEDULE A. Service: Rectangular, supply -air ducts. concealed. ALLIED ASSOCIATES CONSULTING ENGr\EERS COPPER RAWLINGS COMMUNITY CENTER CDG 20028 e� 1. Material: Mineral -fiber blanket. 2. Thickness: 2 inches. 3. Number of Layers: One. 4. Vapor Retarder Required: Yes. B. Service: Rectangular, return -air ducts, concealed. 1. Material: Mineral -fiber blanket. 2. Thickmess: 2 inches. 3. Number of Layers: One. 4. Vapor Retarder Required: Yes. EN-D OF SECTION 15081 15081-5 DUCT INSULATION P" ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNITY CENTER 15815-1 CDG 20028 METAL DUCTS fi SECTION 15815 -METAL DUCTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes rectangular, round, and flat -oval metal ducts and plenums for heating. ventilating, and air-conditioning systems in pressure classes from minus 2- to plus 10-inch -svg. B. Related Sections include the following: 1. Division 15 Section "Mechanical Insulation" for duct insulation. 2. Dhision 15 Section "Duct Accessories" for dampers, sound -control devices, duct -mounted access doors and panels, turning vanes, and flexible ducts. 1.3 DEFil TFIONS A. Thermal Conductivity and Apparent Thermal Conductivity (k-Value): As defined in ASTM C 168. In this Section, these values are the result of the formula Btu x in./h x sq. ft. x deg F or Wim x K at the temperature differences specified. Values are expressed as Btu or W. 1. Example: Apparent Thermal Conductivity (k-Value): 0.26 or 0.037. 1.4 SYSTEM DESCRIPTION A. Duct system design, as indicated, has been used to select and size air -moving and -distribution equipment and other components of air system Changes to layout or configuration of duct system must be specifically approved in writing by Architect. Accompany requests for layout modifications with calculations showing that proposed layout will provide original design results without increasing system total pressure. 1.5 SUBMITTALS A. Product Data: sealing materials. B. Record Drawings: Indicate actual routing, fitting details, reinforcement, support, and installed accessories and devices. 1.6 QUALITY ASSURANCE A. Comply «zth NFPA 90A, "Installation of Air Conditioning and Ventilating Systems," unless otherwise indicated. ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNITY CENTER CDG 20028 15815-2 METAL DUCTS B. CompIy with NFPA 90B, "Installation of Warm Air Heating and Air Conditioning Systems," unless otherwise indicated. PART 2 - PRODUCTS 2.1 SHEET METAL MATERLALS A. Galvanized, Sheet Steel: Lock -forming quality; ASTM A 653/A 653M, G90 coating designation; null- —. phosphatized finish for surfaces of ducts exposed to view. B. Reinforcement Shapes and Plates: Galvanized steel reinforcement where installed on galvanized, sheet metal ducts; compatible materials for aluminum and stainless -steel ducts. C. Tie Rods: Galvanized steel, 1/4-inch minimum diameter for 36-inch length or Iess; 3/8-inch minimum diameter for lengths longer than 36 inches. 2.2 SEALANT MATERIALS A. Joint and Seam Sealants, General: The term "sealant" is not limited to materials of adhesive or mastic nature but includes tapes and combinations of open -weave fabric strips and mastics. 1. Joint and Seam Sealant: One -part, nonsag, solvent -release -curing, polymerized butyl sealant, formulated with a minimum of 75 percent solids. 2. Flanged Joint Mastics: One -part, acid -curing, silicone, elastomeric joint sealants, complying with ASTM C 920, Type S, Grade NTS, Class 25, Use O. 2.3 HANGERS AND SUPPORTS A. Building Attachments: Concrete inserts, powder -actuated fasteners, or structural -steel fasteners appropriate for building materials. B. Hanger Materials: Galvanized, sheet steel or round, threaded steel rod. 1. Hangers Installed in Corrosive Atmospheres: Electrogalvanized, all -thread rod or galvanized rods with threads painted after installation. 2. Straps and Rod Sizes: Comply with SMACNA's "HVAC Duct Construction Standards --Metal and Flexible" for sheet steel width and thickness and for steel rod diameters. C. Duct Attachments: Sheet metal screws, blind rivets, or self -tapping metal screws; compatible with duct materials. D. Trapeze .and Riser Supports: Steel shapes complying with ASTM A 36/A 36M. 1. Supports for Galvanized -Steel Ducts: Galvanized steel shapes and plates. 2.4 RECTANGULAR DUCT FABRICATION A. General: Fabricate ducts, elbows, transitions, offsets, branch connections, and other construction with galvanized, sheet steel, according to SMACNA's "HVAC Duct Construction Standards --Metal and Flexible." Comply with requirements for metal thickness, reinforcing types and intervals, tie -rod applications. and joint types and intervals. , ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNITY CENTER 15815-3 CDG 20028 METAL DUCTS 1. Lenaths: Fabricate rectangular ducts in lengths appropriate to reinforcement and rigidity class required for pressure classification. 2 Materials: Free from visual imperfections such as pitting, seam marks, roller marks, stains, and discoloratio ris. B. Static -Pressure Classifications: Unless otherwise indicated, construct ducts to the following: 1. SuppIy Ducts: .5-inch wa. 2. Return Ducts: .5-inch ova, negative pressure. 3. Exhaust Ducts: .5-inch .vg, negative pressure. C. Cross Breakine or Cross Beadina: Cross break or cross bead duct sides 19 inches and larger and 0.0359 inch thick or less, with more than 10 sq. ft. of unbraced panel area, unless ducts are Iined. PART 3 - EXECUTION 3.1 DUCT IANSTALLATION, GENERAL A. Duct installation requirements are specified in other Division 15 Sections. Drawings indicate general arrangement of ducts, fittings, and accessories. �* B. Construct and install each duct system for the specific duct pressure classification indicated. C. Install ducts with fewest possible joints. D. Install fabricated fittings for changes in directions, changes in size and shape, and connections. E. Install couplings tight to duct wall surface with a minimum of projections into duct. F. Install ducts, unless otherwise indicated, vertically and horizontally, parallel and perpendicular to building lines; avoid diagonal runs. G. Install ducts close to walls, overhead construction, columns, and other structural and permanent enclosure elements of building. H. Install ducts ,Nith a clearance of 1 inch, plus allowance for insulation thickness. I. Conceal ducts from view in finished spaces. Do not encase horizontal runs in solid partitions, unless .� specifically indicated. J. Coordinate layout with suspended ceiling, fire- and smoke -control dampers, lighting Iayouts. and similar finished work. K. Electrical Equipment Spaces: Route ducrwork to avoid passing through transformer vaults and electrical equipment spaces and enclosures. 4 3.2 SEAM AND JOINT SEALING A. General: Seal duct seams and joints according to the duct pressure class indicated and as described in SMACIvTA's "HVAC Duct Construction Standards --Metal and Flexible." B. Pressure Classification Less Than 2-Inch ,vu: Transverse joints. ®" ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNITY CENTER 15815-4 CDG 20028 METAL DUCTS C. Seal externally insulated ducts before insulation installation. 3.3 HANGING AND SUPPORTING A. Install rectangular metal duct with support systems indicated in S?vIACNA's "HVAC Duct Construction Standards --Metal and Flexible." B. Support horizontal ducts within 24 inches of each elbow and within 48 inches of each branch intersection. C. Install upper attachments to structures with an allowable load not exceeding one-fourth of failure (proof - test) load. 3.4 CONNEC'TIONS A. Connect equipment with flexible connectors according to Division 15 Section "Duct Accessories." B. For branch, outlet and inlet, and terminal unit connections, comply with SMACNA's "HVAC Duct Construction Standards --Metal and Flexible." 3.5 ADJUSTING A. Adjust volume -control dampers in ducts, outlets, and inlets to achieve design airflow. B. Refer to Division 15 Section "Testing, Adjusting, and Balancing" for detailed procedures. 3.6 CLEANING A. After completing system installation, including outlet fittings and devices, inspect the system. Vacuum ducts before final acceptance to remove dust and debris. END OF SECTION 15815 ALLIED ASSOCIATES CONSULTING ENGINEERS AN" COPPER RAWLINGS COMMUNITY CENTER 15820-1 CDG 20029 DUCT ACCESSORIES SECTION 15820 -DUCT ACCESSORIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Manual -volume dampers. 2. Turning vanes. 3. Flexible ducts. 4. Flexible connectors. 5. Duct accessory hardware. B. Related Sections include the following: 1. Division 15 Section "Diffusers, Registers, and Grilles." 2. Division 15 Section "Control Systems Equipment" for electric and pneumatic damper actuators. 3. Division 16 Section "Fire Alarm Systems" for duct -mounted fire and smoke detectors. 1.3 SUBMITTALS A. Product Data: For the following: 1. Manual -volume dampers. 2. Flexible ducts. 1.4 QUALITY ASSURANCE A. NFPA Compliance: Comply with the following NFPA standards: 1. NTPA 90A, "Installation of Air Conditioning and Ventilating Systems." 2. NFPA 90B, "Installation of Warm Air Heating and Air Conditioning Systems." PART 2 - PRODUCTS e., 2.1 SHEET METAL MATERIALS A. Galvanized, Sheet Steel: Lock -forming quality; ASTM A 653/A 653M, G90 coating designation; mill- phosphatized finish for surfaces of ducts exposed to view. 2.2 MANUAL -VOLUME DAMPERS P" ALLIED ASSOCI.ATES CONSULTING ENGINEERS COPPER RAWLNGS COMMUNITY CENTER CDG 20028 1; S20-2 DUCT ACCESSORIES A. General: Factory fabricated with required hardware and accessories. Stiffen damper blades for stability. Include locking device to hold single -blade dampers in a fixed position without vibration. Close duct penetrations for damper components to seal duct consistent with pressure class. B. Standard Volume Dampers: Multiple- or single -blade, parallel- or opposed -blade design as indicated, standard leakage rating, with linkage outside airstream, and suitable for horizontal or vertical applications. C. Jackshaft: 1-inch- diameter, galvanized steel pipe rotating within a pipe -bearing assembly mounted on supports at each mullion and at each end of multiple -damper assemblies. 1. Length and N=ber of Mountings: Appropriate to connect linkage of each damper of a multiple - damper assembly. D. Damper Hardware: Zinc -plated, die-cast core with dial and handle made of 3/32-inch- thick zinc -plated steel, and a 3/4-inch hexagon locking nut. Include center hole to suit damper operating -rod size. Include elevated platform for insulated duct mounting. 2.3 TURNING VANES A. Fabricate to comply with SMACNA's "HVAC Duct Construction Standards --Metal and Flexible." B. Manufactured Turning Vanes: Fabricate of 1-1/2-inch- wide, curved blades set 3/4 inch o.c.; support with bars perpendicular to blades set 2 inches o.c.; and set into side strips suitable for mounting in ducts. 2.4 FLEXIBLE CONNECTORS A. General: Flame -retarded or noncombustible fabrics, coatings, and adhesives complying with UL 181, Class 1. B. Standard Metal -Edged Connectors: Factory fabricated with a strip of fabric 3-1/2 inches wide attached to two strips of 2-3/4-inch- wide, 0.028-inch- thick, galvanized, sheet steel or 0.032-inch aluminum sheets. Select nwtal compatible with connected ducts. C. Conventional, Indoor System Flexible Connector Fabric: Glass fabric double coated with polychloroprene. 1. Minimum Weight: 26 oz./sq. yd.. 2. Tensile Strength: 4801bf,/inch in the warp, and 360 lbf/inch in the filling. 2.5 FLEXIBLE DUCTS A. General: Comply with UL 181, Class 1. B, Flexible Ducts, Insulated: Factory -fabricated, insulated, round duct, with an outer jacket enclosing 1-1/2- inch- thick-, glass -fiber insulation around a continuous inner liner. 1. Reinforcement: Steel-Nvire helix encapsulated in inner liner. 2. Outer Jacket: Glass -reinforced. silver Mylar with a continuous hanging tab, integral fibrous -glass tape, and nylon hanging cord. 3. Outer Jacket: Polyethylene film. ALLIED ASSOCIATES CONSULTING ENGI\EERS COPPER RAWLINGS COMMUNITY CENTER CDG 20028 4. Inner Liner: Polyethylene film. C. Pressure Rating: 1/2-inch wg positive, 1/2-inch wg negative. 15S20-3 DUCT ACCESSORIES 2.6 ACCESSORY HARDWARE A. Splitter Damper Accessories: Zinc -plated damper blade bracket; 1/4-inch, zinc -plated operating rod; and a duct -mounted, ball joint bracket with flat rubber gasket and square -head set screw:. B. Flexible Duct Clamps: Stainless -steel band with cadmium -plated hex screw to tighten band with a worm - sear action, in sizes 3 to 18 inches to suit duct size. C. Adhesives: High strength, quick setting, neoprene based, waterproof, and resistant to gasoline and grease. PART 3 - EXECUTION 3.1 INSTALLATION A. Install duct accessories according to applicable details sbowm in SMACNA's "HVAC Duct Construction Standards —Metal and Flexible" for metal ducts and NIAIMA!s "Fibrous Glass Duct Construction Standards" for fibrous -glass ducts. B. Install volume dampers in lined duct; avoid damage to and erosion of duct liner. C. Provide test boles at fan inlet and outlet and elsewhere as indicated. 3.2 ADJUSTING A. Adjust duct accessories for proper settings. B. Final positioning of manual -volume dampers is specified in Division 15 Section "Testing, Adjusting, and Balancing." END OF SECTION, 15820 ALLIED ASSOCIATES CONSULTING ENGr\EERS COPPER R_AWLINGS COMMUNITY CENTER 15855-1 CDG 20028 DIFFUSERS, REGISTERS, AND GRILLES i@ P" 4" SECTION 15855 - DIFFUSERS, REGISTERS, AND GRILLES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes ceiling- and wall -mounted diffusers, registers, and grilles. B. Related Sections include the following: 1. Division 15 Section "Duct Accessories" for fire and smoke dampers and volume -control dampers not integral to diffusers, registers, and grilles. 2. Division 15 Section "Testing, Adjusting, and Balancing" for balancing diffusers, registers, and grilles. 1.3 DEFINITIONS A. Diffuser: Circular, square, or rectangular air distribution outlet, generally located in the ceiling and comprised of deflecting members discharging supply air in various directions and planes and arranged to promote mixing of primary air with secondary room air. B. Grille; A louvered or perforated covering for an opening in an air passage, which can be located in a sidewall, ceiling, or floor. 1.4 SUBMITTALS a.. A. Product Data: For each model indicated, include the following: 1. Data Sheet: For each type of air outlet and inlet, and accessory furnished; indicate construction, finish, and mounting details. 2. Performance Data: Include throw and drop, static -pressure drop, and noise ratings for each type of air outlet and inlet. Schedule of diffusers, registers, and grilles indicating drawing designation, room location, +"* quantity, model number, size, and accessories furnished. 4. Assembly Drawing: For each t)pe of air outlet and inlet; indicate materials and methods of assembly of components. 1.5 QUALITY ASSURANCE "^ A. Product Options: Drawings and schedules indicate specific requirements of diffusers, registers, and _rifles and are based on the specific requirements of the systems indicated. Other manufacturers' products with equal performance characteristics may be considered. Refer to Division 1 Section "Substitutions." r"" ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNITY CENTER 15855-2 CDG 20028 DIFFUSERS, REGISTERS, AND GRILLES B. 1N­FPA Compliance: Install diffusers, resisters, and grilles according to NTFPA 90A, "Standard for the Installation of Air -Conditioning and Ventilating Systems." PART 2 - PRODUCTS 2.1 MANTUFACTURED UNITS A. Diffusers, registers, and grilles are scheduled on Drawings. 2.2 SOURCE QUALITY CONTROL A. Testing: Test performance according to ASHRAE 70, "Method of Testing for Rating the Performance of Air Outlets and Inlets." PART 3 - EXECUTION 3.1 3.2 EXAMINATION A. Examine areas where diffusers, registers, and grilles are to be installed for compliance with requirements for installation tolerances and other conditions affecting performance of equipment. Do not proceed with installation until unsatisfactory conditions have been corrected. INSTALLATION A. Install diffusers, registers, and grilles level and plumb, according to manufacturer's written instructions, Coordination Drawings, original desgn, and referenced standards. B. Ceiling -Mounted Outlets and Inlets: Drawings indicate general arrangement of ducts, fittings, and accessories. Air outlet and inlet locations have been indicated to achieve design requirements for air volume, noise criteria, airflow pattern, throw, and pressure drop. Make final locations where indicated, as much as practicable. For units installed in lay -in ceiling panels, locate units in the center of the panel. Where architectural features or other items conflict with installation, notify Architect for a determination of final location. C. Install diffusers, registers, and grilles with airtight connection to ducts and to allow service and maintenance of dampers, air extractors, and fire dampers. 3.3 ADJUSTING A. After installation, adjust diffusers, registers, and grilles to air patterns indicated, or as directed, before starting au balancing. 3.4 CLEANING A. After installation of diffusers, registers, and grilles, inspect exposed finish. Clean exposed surfaces to remove burrs, dirt, and smudges. Replace diffusers. registers, and grilles that have damaged finishes. ALLIED ASSOCLATES CONSULTING ENGINEERS r*t COPPER RAWLINGS COMMUNITY CENTER CDG 20028 END OF SECTION 15855 r� P, �a n ALLIED ASSOCIATES CONSULTING ENGINEERS 15855-3 DIFFUSERS, REGISTERS, ANTI) GRILLES 0 COPPER RAWLLNTGS C0IN4MUNTITY CENTER 16010-1 CDG 20028 BASIC ELECTRICAL REQUIREMENTS SECTION 16010 - BASIC ELECTRICAL REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and the Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUNQdARY A. The contractor shall provide complete and operational systems at the completion of the contract. The contractor shall provide all labor and mateials required to comply with the intent of these documents, locat codes and ordinances, whether specifically indicated or not. B. Each bidder shall examine the plans and specification for the general construction. If these documents show any item requiring work under division 15 or 16 and that work is not indicated on the respective "M", "P", or "E" drawings, he shall notify the Architect in sufficient time to clarify before bidding. If no notification is received, the Contractor is assumed to require no clarification, and shall install the work as indicated on the General Plans in accordance with the Specifications. C. Order of Precedence shall be observed in laying ductwork, material and conduit in order to fit the material into the space above the ceiling and in chases and walls. The following order shall govern: 1. Items affecting visual appearance of the inside of the building such as lighting fixtures, diffusers, grilles, outlets, panel boards, etc. D. Exceptions and inconsistencies in plans and specifications shall be brought to the Architect's attention before the contract is signed. Otherwise the Contractor shall be responsible for any and all changes and additions that may be necessary to accommodate his particular apparatus, material or equipment. 1.-1 TERI NOLOGY A. Whenever the words "provide", "furnish and install" or other similar phrases occur, it is the intent that the materials and equipment described be furnished, installed and connected under this division of the specification, complete for operation unless specifically noted otherwise. B. The use of the word "shall" conveys a mandatory condition of the contract. C. "This section" always refers to the section in which the statement occurs. D. "The project" includes all work in progress during the construction period. 1.4 INSPECTION OF THE SITE A. The accompaming plans do not indicate completely the existing mechanical and electrical installations. The bidders for work under these sections shall inspect existing conditions and acquaint themselves with the existing installations and thoroughly acquaint themselves with conditions to be met and work to be accomplished in removing and modifying the existing work, and in installing the new work in the present building and underground serving to and from the structure. Failure to do so shall not constitute grounds M ALLIED ASSOCI.ATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNTITY CENTER 16010-2 CDG 20028 BASIC ELECTRICAL REQUIREMENTTS for any additional payments in connection with removing or modifying any part of the existing installation or installing any new work. ALLIED ASSOCIATES CONSULTING ENGINEERS v, COPPER RAWLINGS COMMUNITY CENTER 16010-3 CDG 20028 BASIC ELECTRICAL REQUIREMENTS 1.S SUBMITTALS B. Submit information for individual sections as indicated in the follo«zng schedule. CODES CODES A. Construction Photos B. Construction Video C. Delgated Design D. Manufacturer's Instructions E. Material Safety Data Sheets F. )Viring Diagrams G. Insurance Certificates H. Installer Certificates I. Manufacturer Certificates J. Material Certificates K. Product Certificates L. Welding Certificates M. Design Data N. Maintenance Data O. Product Data P. Qualification Data Q. ' Construction Drawings R. Shop Drawings S. Compatibility Test Reports T. Evaluation Reports U. Field Test Reports V. Product Test Reports W. Preconstruction Test Reports X. Material Test Reports Y. Research Reports Z. Product Schedule AA. Samples BB.. Samples for initial selection CC.. Samples for review DD. Samples for color review EE. Samples for hind review FF. Samples for pattern review GG. Samples for texture review HH. Samples for verification SPECIFICATION SECTION SUBMITTAL REQUIRED 16050 BASIC ELECTRICAL MATERIALS AND METHODS 16140 WIRING DEVICES 16511 INTERIOR LIGHTING 1.9 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide quantities of products, spare parts, maintenance tools, and maintenance materials specified in individual sections to be provided to Owner, in addition to that required for completion of Work. B. Coordinate with Omer: Deliver and unload spare products to Owner at Project site and obtain receipt prior to final payment. Owner will handle and store products. C. For portions of Project accepted and occupied by Owner prior to Substantial Completion, deliver a proportional part of spare products to Owmer; obtain receipt. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED M ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RA%�%LINGS COMMUNITY CENTER 16010-4 CDG 20028 BASIC ELECTRICAL REQUIREMENTS END OF SECTION 16010 ALLIED ASSOCIATES CONSULTING ENGINEERS I _ COPPER RAWLINGS COMMUNITY CENTER 16050-1 CDG 20028 BASIC ELECTRICAL MATERIALS AND METHODS SECTION 16050 - BASIC ELECTRICAL MATERIALS AN-D METHODS PART 1 - GENERAL on 1.1 RELATED DOCU?vIENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and °� Division 1 Specification Sections, apply to this Section. 12 SUMMARY A. This Section includes the following: 1. Raceways. 2. Building wire and connectors. 3. Supporting devices for electrical components. 4. Electrical identification. 5. Electrical demolition. 6. Cutting and patching for electrical construction. 7. Touchup painting. 1.3 DEFINITION'S A. EMT: Electrical metallic tubing. B. FMC: Flexible metal conduit. C. LFMC: Liquidtight flexible metal conduit. 1.4 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply ,;;zth NFPA 70. 1.5 COORDINATION A. Coordinate chases, slots, inserts, sleeves, and openings «zth general construction work and arrange in buildinsz structure during progress of construction to facilitate the electrical installations that follow. PART2-PRODUCTS 2.1 RACEWAYS �n ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER R-AlkLI'vGS COMMUNITY CENTER 16050-2 CDG 2002S BASIC ELECTRICAL MATERIALS AND METHODS A. EMT: ANSI C80.3, zinc -coated steel, with set -screw or compression fittings. B. FMC: Zinc -coated steel. C. LFMC: Zinc -coated steel with sunlight -resistant and mineral -oil -resistant plastic jacket. D. Raceway Fittings: Specifically designed for the raceway type with which used. 2.2 CONDUCTORS A. Conductors, No. 10 AWG and Smaller: Solid or stranded copper. B. Conductors, Larger Than No. 10 A«'G: Stranded copper. C. Insulation: Thermoplastic, rated at 75 deg C minimum. D. Wire Connectors and Splices: Units of size, ampacity rating, material, type, and class suitable for service indicated. 2.3 SUPPORTING DEVICES A. Material: Cold -formed steel, with corrosion -resistant coating acceptable to authorities having jurisdiction. B. Raceway and Cable Supports: Manufactured clevis hangers, riser clamps, straps, threaded C-clamps with retainers, ceiling trapeze hangers, wall brackets, and springy steel clamps or click -type hangers. 2.4 ELECTRICAL IDENTIFICATION A. Identification Devices: A single type of identification product for each application category. Use colors prescrioed by ANSI A13.1, NFPA 70, and these Specifications. B. Tape Markers for Wire: Vinyl or vinyl -cloth, self-adhesive, wraparound type with preprinted numbers and letters. C. Color -Coding Cable Ties: Type 6/6 nylon, self-locking type. Colors to suit coding scheme. D. Fasteners for Nameplates and Signs: Self -tapping, stainless -steel screws or No. 10/32 stainless -steel machine screws with nuts and flat and lock washers. 2. TOUCHUP PAINT A. For Equipment: Equipment manufacturer's paint selected to match installed equipment finish. PART 3 - EXECUTION 3.1 ELECTRICAL EQUIPMENT INSTALLATION ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNITY CENTER 16050-3 CDG 20028 BASIC ELECTRICAL MATERIALS AND METHODS A. Headroom Maintenance: If mounting heights or other location criteria are not indicated, arrange and install components and equipment to provide the maximum possible headroom. B. Materials and Components: Install level, plumb, and parallel and perpendicular to other building systems and components, unless otherwise indicated. �. C. Equipment: Install to facilitate service, maintenance, and repair or replacement of components. Connect for ease of disconnecting, with minimum interference with other installations. D. Right of Way: Give to raceways and piping systems installed at a required slope. 3.2 RACEWAY APPLICATION A. Use the following raceways for indoor installations: 1. Exposed: EMT. 2. Concealed: EMT. 3. Connection to Vibrating Equipment: FMC; except in wet or damp locations, use LFMC. 4. Boxes and Enclosures: NEMA 250, Type 1, unless otherwise indicated. 3.3 RACEWAY AND CABLE INSTALLATION A. Conceal raceways and cables, unless otherwise indicated, within finished walls, ceilings, and floors. B. -Install raceways and cables at least 6 inches away from parallel runs of flues and steam or hot-water pipes. Locate horizontal raceway runs above water and steam piping. C. Use temporary raceway caps to prevent foreign matter from entering. D. Make conduit bends and offsets so ID is not reduced. Keep legs of bends in the same plane and straight legs of offsets parallel, unless otherwise indicated. E. Use raceway and cable fittings compatible with raceways and cables and suitable for use and location. 3.4 WIRING METHODS FOR POWER, LIGHTING, AND CONTROL CIRCUITS A. Branch Circuits: Type THHN/THWN insulated conductors in raceway. 3.5 WIRING INSTALLATION A. Install splices and taps that are compatible with conductor material and that possess equivalent or better mechanical stren(ith and insulation ratings than unspliced conductors. B. Install wiring at outlets with at least 12 inches of slack conductor at each outlet. 3.6 ELECTRICAL SUPPORTING DEVICE APPLICATION A. Dry Locations: Steel materials. !^ B. Selection of Supports: Comply with manufacturers written instructions. .. ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RA'�i'LINGS COMMUNITY CENTER 16050-4 CDG 20028 BASIC ELECTRICAL MATERLALS AND METHODS C. Strength of Supports: Adequate to carry present and future loads, times a safety factor of at least four; minimum of 200-lb design load. 3.7 SUPPORT INSTALLATION A. Install support devices to securely and permanently fasten and support electrical components. B. Support individual horizontal raceways with separate, malleable -iron pipe hangers or clamps. C. Securely fasten electrical items and their supports to the building structure, unless otherwise indicated. Perform fastening according to the following unless other fastening methods are indicated: 1. Instead of expansion bolts, threaded studs driven by a powder charge and provided with lock washers may be used in existing concrete. 2. Steel: Welded threaded studs or spring -tension clamps on steel. 3. Fasteners: Select so the load applied to each fastener does not exceed 25 percent of its proof -test load. 3.8 IDENTIFICATION MATERIALS AND DEVICES A. Self -Adhesive Identification Products: Clean surfaces before applying. B. Color -code 208/120-V system secondary service, feeder, and branch -circuit conductors throughout the secondary electrical system as follows: 1. Phase A: Black. 2. Phase B: Red. 3. Phase C: Blue. 3.9 DEMOLITION A. Protect existing electrical equipment and installations indicated to remain. If damaged or disturbed in the course of the Work, remove damaged portions and install new products of equal capacity, quality, and functionality. B. Accessible Work: Remove exposed electrical equipment and installations, indicated to be demolished, in their entirety. C. Abandoned Work: Cut and remove buried raceway and wirirfg, indicated to be abandoned in place, 2 inches below the surface of adjacent construction. Cap raceways and patch surface to match existing finish. D. Remove demolished material from Project site. E. Remove, store, clean, reinstall, reconnect, and make operational components indicated for relocation. 3.10 CUTTING AND PATCHING A. Cut, channel, chase, and drill floors, walls, partitions, ceilings, and other surfaces required to permit electrical installations. Perform cutting by skilled mechanics of trades involved. ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS CO1\1MUNITY CENTER 16050-5 CDG 20028 BASIC ELECTRICAL MATERIALS AND METHODS B. Repair and refinish disturbed finish materials and other surfaces to match adjacent undisturbed surfaces. Install new fireproofing where existing firestopping has been disturbed. Repair and refinish materials and other surfaces by skilled mechanics of trades involved. 3.1 I FIELD QUALITY CONTROL A. Inspect installed components for damage and faulty work, including the following: 1. Raceways. 2. Building �%zre and connectors. 3. Supporting devices for electrical components. 4. Electrical identification. 5. Electrical demolition. 6. Cutting and patching for electrical construction. 7. Touchup painting. 3.12 REFIMSHLNG AND TOUCHUP PAINTING A. Refinish and touch up paint. Paint materials and application requirements are specified in Division 9 Section "Painting." 1. Clean damaged and disturbed areas and apply primer, intermediate, and finish coats to suit the degree of damage at each location. 2. Follow paint manufacturer's written instructions for surface preparation and for timing and application of successive coats. 3.13 CLEANLNTG AND PROTECTION A. On completion of installation, including outlets, fittings, and devices, inspect exposed finish. Remove burrs, dirt, paint spots, and construction debris. B. Protect equipment and installations and maintain conditions to ensure that coatings, finishes, and cabinets are without damage or deterioration at time of Substantial Completion. ENID OF SECTION 16050 ,,., ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RRAWLINGS COMMUNITY CENTER 16140-1 CDG 20028 WIRING DEVICES SECTION 16140 - WIR.ING DEVICES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Dravings and General provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes s xitches and finish plates_ 1.3 QUALITY ASSURANCE .*+ A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NTFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction. B. Comply with 1NTEMA WD 1. C. Comply with NFPA 70. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Wiring Devices: a. Bryant Electric, Inc. b. Eagle Electric Manufacturing Co., Inc. C. GE Company; GE Wiring Devices. d. Hubbell, Inc.; Wiring Devices Div. e. Killark Electric Manufacturing Co. f. Leviton Manufacturing Co.. Inc- a. Pass & Seymour/Legrand; Wiring Devices Div. 2.2 SNITCHES A. Snap Switches: Heavy-duty, quiet type. B. Combination S,�yitch and Receptacle: Both devices in a single gang unit with plaster ears and removable tab connector that permit separate or common feed connection. 4 a� 1. Svitch: 20 A, 120i277-V ac. Oft ALLIED ASSOCI.ATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNITY CENTER 16140-2 CDG 20028 WIRING DEVICES 2. Receptacle: NEMA WD 6, Configuration 5-I5R. 2.3 WALL PLATES A. Sin,,le and combination types match corresponding wiring devices. 1. Plate -Securing Screws: Metal with head color to match plate finish. 2. Material for Finished Spaces: Smooth plastic. 2.4 FINISHES A. Color: Ivory, unless otherwise indicated or required by Code. PART 3 - EXECUTION 3.1 INSTALLATION A. Install devices and assemblies plumb and secure. B. Install wall plates when painting is complete. C. Arrangement of Devices: Unless otherwise indicated, mount flush, with long dimension vertical, and grounding terminal of receptacles on top. Group adjacent switches under single, multigang wall plates. D. Protect devices and assemblies during painting. 3.2 CONIN3ECTIONS A. Connect wiring device grounding terminal to outlet box 7th bonding jumper. B. Connect wiring device grounding terminal to branch -circuit equipment grounding conductor. C. Tighten electrical connectors and terminals according to manufacturers published torque -tightening values. If manufacturers torque values are not indicated, use those specified in UL 486A and UL 486B. 3.3 CLEANING A. Internally clean devices, device outlet boxes, and enclosures. Replace stained or improperly painted wall plates or devices. END OF SECTION 16140 ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNITY CENTER 16511-1 CDG 20028 INTERIOR LIGHTING SECTION 16511 - INTERIOR LIGHTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawinss and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes interior lighting fixtures, lighting fixtures mounted on exterior building surfaces, lamps, ballasts, emergency lighting units, and accessories. 1.3 SUBMITTALS A. Product Data: For each type of lighting fixture indicated, arranged in order of fixture designation. v Include data on features, accessories, and the following: 1. Dimensions of fixtures. 2. Certified results of independent laboratory tests for fixtures and lamps for electrical ratings and photometric data. 3. Certified results of laboratory tests for fixtures and lamps for photometric performance. 4. Emergency Iighting unit battery and charger. 5. Fluorescent and high -intensity -discharge ballasts. 6. Types of lamps. 1.4 QUALITY ASSURANCE A. Fixtures, Emergency Lighting Units, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction. B. Comply with NTPA 70. 1.5 COORDINATION A. Fixtures, Mounting Hardware, and Trim: Coordinate layout and installation of lighting fixtures with ceiling system and other construction. 1.6 WARRANTY A. General Warranty: Special warranty specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run ^" concurrent -,vith, other warranties made by Contractor under requirements of the Contract Documents. B. Special NVarranty for Batteries: Written warranty, executed by manufacturer agreeing to replace rechargeable batteries that fail in materials or workmanship within specified warranty period.4 ALLIED ASSOCI.ATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNITY CENTER 16511-2 CDG 20028 INTERIOR LIGHTING 1. Special Warranty Period for Batteries: Manufacturer's standard, but not less than 10 years from date of Substantial Completion. Full warranty shall apply for first year, and prorated warranty for last nine years. C. Special Warranties for Fluorescent Ballasts: Written warranty, executed by manufacturer agreein, to replace fluorescent ballasts that fail in materials or workmanship within specified warranty period. v 1. Special Warranty Period for Electronic Ballasts: Five years from date of manufacture, but not less than four years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the products indicated in the Interior Lighting Fixture Schedule in the drawings. 2.2 FIXTURES AND FIXTCRE COMPONENTS, GENERAL A. Metal Parts: Free from burrs, sharp comers, and edges. B. Sheet Metal Components: Steel, unless otherwise indicated. Form and support to prevent warping and sagging. C. Doors, Frames, and Other Internal Access: Smooth operating, free from light leakage under operating conditions, and arranged to permit relamping without use of tools. Arrange doors, frames, lenses, diffusers, and other pieces to prevent accidental falling during relamping and when secured in operating position. D. Reflecting Surfaces: Minimum reflectance as follows, unless otherwise indicated: 1. White Surfaces: 85 percent. 2. Specular Surfaces: 83 percent. 3. Diffusing Specular Surfaces: 75 percent. 4. Laminated Silver Metallized Film: 90 percent. E. Lenses, Diffusers, Covers, and Globes: 100 percent virgin acrylic plastic or annealed crystal glass, unless otherwise indicated. 1. Plastic: High resistance to yellowing and other changes due to aging, exposure to heat, and ultraviolet radiation. y 2. Lens Thickness: 0.125 inch minimum. unless greater thickness is indicated. 2.3 FLUORESCENT LAMP BALLASTS A. General Requirements: Unless otherwise indicated, features include the following: 1. Designed for type and quantity of lamps indicated at full light output. 2. Total Harmonic Distortion Rating: Less than 20 percent. I Sound Rating: A. ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COMVMUNITY CENTER 1651 I-3 CDG 20028 INTERIOR LIGHTING 4. Power input for a Ballast/Lamp combination shall be a maximum of 70 watts for a two lamp ballast. 5. Power input for a Ballast/Lamp Combination shall be a maximum of 100 watts for a three lamp ' ballast. 6. Power input for a Ballast/Lamp combination shall be a maximum of 120 watts for a four lamp ballast. 2.4 EMERGENCY FLUORESCENT POWER SUPPLY UNIT A. Internal Type: Self-contained, modular, battery -inverter unit factory mounted within fixture body. Comply «zth UL 924. 1. Test Switch and Light -Emitting Diode Indicator Light: Visible and accessible without opening fixture or entering ceiling space. 2. Battery: Sealed, maintenance -free, nickel -cadmium type with minimum 10-year nominal life. 3. Charger: Fully automatic, solid-state, constant -current type. 4. Operation: Relay automatically energizes lamp from unit when normal supply circuit voltage drops to 80 percent of nominal voltage or below. When normal voltage is restored, relay disconnects lamp, and battery is automatically recharged and floated on charger. 2.5 LAMPS A. Fluorescent Color Temperature and Minimum Color -Rendering Index: 4100 K and 85 CRI, unless otherwise indicated. 2.6 FIXTURE SUPPORT COMPONENTS A. Comply with Division 16 Section 'Basic Electrical Materials and Methods," for channel- and angle -iron supports and nonmetallic channel and angle supports. 2.7 FINISHES A. Fixtures: Manufacturers standard, unless otherwise indicated, paint after fabrication. 1. Paint Finish: Applied over corrosion -resistant treatment or primer, free of defects. 2. Metallic Finish: Corrosion resistant. PART 3 - EXECUTION 3.1 INSTALLATION A. Fixtures: Set level, plumb, and square with ceiling and walls, and secure according to manufacturer's written instructions and approved submittal materials. Install lamps in each fixture. B. Support for Fixtures in or on Grid -Type Suspended Ceilings: Use and for support. 1. Support Clips: Fasten to fixtures and to ceiling grid members at or near each fixture corner. P" ALLIED ASSOCIATES CONSULTING ENGINEERS COPPER RAWLINGS COMMUNITY CENTER 16511-4 CDG 20028 INTERIOR LIGHTING 3.2 CONNECTIONS A. Ground equipment. 1. Tighten electrical connectors and terminals according to manufacturer's published torque - tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. 3.3 FIELD QUALITY CONTROL A. Inspect each installed fixture for damage. Replace damaged fixtures and components. B. Tests: As follows: 1. Verify nomial operation of each fixture after installation. 2. Emergency Lighting: Interrupt electrical supply to demonstrate proper operation. 3. Verify normal transfer to battery source and retransfer to normal. C. Malfunctioning Fixtures and Components: Replace or repair, then retest. Repeat procedure until units operate properly. 3.4 CLEANING AND ADJUSTING A. CIean fixtures internally and externally after installation. Use methods and materials recommended by manufacturer. B. Adjust aimable fixtures to provide required light intensities. END OF SECTION 16511 ALLIED ASSOCIATES CONSULTING ENGINEERS