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HomeMy WebLinkAboutResolution - 6612 - Contract - Saunders Construction - Lou Stubbs & AB Davis Party House Renovations - 11_11_1999 (2)Resolution No. 6612 Nov. 11, 1999 Item No. 23 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 Lou Stubbs & A.B. Davis Party House Renovations, by and between the City of Lubbock and Saunders Construction 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 11th day of November , 1999. WINDY SIT -TON, MAYO A Secretary APPROVED AS TO CONTENT: Victor Killna , Purchasing Manager APPROVED AS TO FORM: William de Haas Competition and Contracts Manager/Attorney gs:ccdocs/Saunders Construction.res November 30, 1998 CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 111h day of November, 1999 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 Saunders Construction Inc of the City of Lubbock, County of Lubbock and the State of Texas hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration 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 #99239 - LOU STUBBS & A.B. DAVIS PARTY HOUSE RENOVATION - $45,000.00 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. _ A CONTRACTOR: Cl �lA �s Co0A 0 i SKI � n c By: , AA I PRINTED NAME:_1� ) J� TITLEN11", TTTEST: COMPLETE ADDRESS: orporate Secretary Saunders Construction, Inc. 4405 Clovis Road Lubbock, Texas 79416 i-- ITB #99239, 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.cl.lubbock.tx.us ADDENDUM #1 ITB #99239 Lou Stubbs and A. B. Davis Party House Renovation MAILED TO VENDOR: October 21, 1999 CLOSE DATE: October 26, 1999 @ 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, Sheet 4.1 B. Storage room to have new base. 2. On the Drawings, Sheet 4.1 B. New paneling shall be 8' high with the same trim pattern as installed at Stubbs. 3. Replace existing load center with new load center similar Cuttler Hammer # BR 20-20-B100 with 1-50A2P breaker, 1-30A2P breaker and 8 20A1P breakers. 4. Under Alternate #1, the condenser shall be (230/208)/60/1, 3 ton capacity with a SEER rating of 13 or greater. Trane, Lennox or similar will be accepted. Hail screen shall be provided. 5. Under Alternate #1, reinforce platform to handle new condenser. Prime and paint. 6. Under Alternate #1,cooling coils to be installed in existing furnace and be properly sized for the new condenser. 1. All requests for additional information or clarification must be submitted in writing and directed to: Questions may be faxed to or Email to: Ron Shuffield, Senior Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 (806)775-2164 Rshuffield@mail.ci.lubbock.tx.us THANK YOU, CITY OF LUBBOCK 4�7A4e Ron Shuffield Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID. G:\purch\99Addend\99239ad1.dcc i CITY OF LUBBOCK INVITATION TO BID FOR TITLE: LOU STUBBS AND A. B. DAVIS PARTY HOUSE RENOVATIONS ADDRESS: LUBBOCK, TEXAS BID NUMBER: 99239 PROJECT NUMBER: 9722.9211 CONTRACT PREPARED BY: PURCHASING DEPARTMENT 1. 2. 3. 4. . 5. 6. 7. 8. 9. 10. 9 INDEX NOTICE TO BIDDERS GENERAL INSTRUCTIONS 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 No Text No Text No Text NOTICE TO BIDDERS BID #99239 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 26th day of October. 1999, 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: "LOU STUBBS AND A. B. DAVIS PARTY HOUSE RENOVATIONS" ;- After the expiration of the time and date above first written, said sealed bids will be opened in the office of the 1 Purchasing Manager and publicly read aloud. It is the sole responsibility of the bidder to insure that his bid is actually in the office of the Purchasing Manager for } the City of Lubbock, prior to the expiration of the date above first written. The City of Lubbock will consider the bids on the 11th day of November. 1999, 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 I 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 10 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 pre -bid conference on 19th day of October, at 11:00 o'clock a.m., in the Training Room-1-01, Lubbock, Texas 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. 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. CI OF LUB OCK VICTOR KIL AN PURCHASING MANAGER Bid documents may be obtained upon request from the Purchasing Department at 162513th Street, Room L-04, Lubbock, Texas 79401; Telephone (806) 775-2167/Fax (806) 775-2164. oil = 4 120 ,. Toil yf AS Y 'Nil U § - - - - -_ - -9 SAW OENERAI. INSTRUCTIONSO BIDDERS kv 7 AT - _ - - & RGAN ov ZOOM- AWN 7 _ - Y u .. r•.', � ,.. '� .; �. .. .. .. ... ,. . ,. .. ¢ .. >. ,. < .. � ,, .. � - .. ;. ,. � I; .. .. ,. ,. . . � �' .. ;. i. ° . ,. '� �� �. . ,. . �. ,,. .. .. ;. ,, � :? :_ �: ., .� � ., , .. F .. .. `: ,. .' :' '^ ,. � .. .. .. ;.' ,.. .. .. .' ;.: , � '<. .. �. ;�. .. '' .. 1' GENERAL INSTRUCTIONS TO BIDDERS ,..... 1. SCOPE OF WORK The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to complete this project in accordance with contract documents for the LOU STUBBS AND A. B. DAVIS PARTY HOUSE RENOVATIONS. t 2. CONTRACT DOCUMENTS All work covered by this contract shall be done in accordance with contract documents described in the General Conditions. 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. PLANS FOR USE BY BIDDERS It is the intent of the City 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 of forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice to Bidders. 4. BIDDER INQUIRIES No bidder shall request any information verbally. All written requests for additional information or clarification concerning this bid must be addressed to: RON SHUFFIELD SENIOR BUYER CITY OF LUBBOCK P.O. BOX 2000 LUBBOCK, TX 79457 FAX (806) 775-2164 f Email: RSHUFFIELD@mail.ci.lubbock.tx.us 1 5. TIME AND ORDER FOR COMPLETION i. The construction covered by the contract documents shall be fully completed within 90 (NINETY) consecutive calendar days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. 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 insure completion of the project within the time specified. 6. PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. i i, iE I 7. 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. 8. 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 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. 9. GUARANTEES 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). 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 the year 2000 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. 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. 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. 10. 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. 11. 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. 12. TEXAS STATE SALES TAX 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. 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. 13. 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. 14. 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. 15. EXPLOSIVES 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. Explosive materials shall not be stored or kept at the construction site by the Contractor. 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. 16. 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. 17. 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) 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 coverage's shall be submitted prior to contract execution. 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 contractors responsibility to provide to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor. 18. LABOR AND WORKING HOURS 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 which 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: (1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. (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. 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. } In any event, if a condition should occur or arise at the site of this project or from the work being done under this I contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, 4 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. 19. 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. 20. 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. 21. PREPARATION FOR BID 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. 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. 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: (a) Bidder's name (b) Bid for (description of the project). Bid submittals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. 22. 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. 0) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders. r 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. 23. 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 facilities, 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 in regard to 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 work described therein. Evaluation of the bidder's qualifications shall include: 1. The ability, capacity, skill, and financial resources to perform the work or provide the service required. 2. The ability of the bidder to perform the work or provide the service promptly or within the time specified, without delay or interference. 3. The character, integrity, reputation, judgment, experience, and efficiency of the bidder. 4. The quality of performance of previous contracts or services. No Text No Text BID SUBMITTAL LUMP SUM BID CONTRACT PLACE:CITY OF LUBBOCK TX. DATE: OCTOBER 26',1999 gig PROJECT NUMBER: #99239 -LOU STUBBS AND A. B. DAVIS PARTY HOUSE RENOVATIONS Bid of KAY SAUNDERS DBA SAUNDERS CONSTRUCTION, INC. (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 for bids for the construction of a LOU STUBBS AND A . B . DAV I S PARTY HOUSE RENOVATIONS having carefully examined the plans, specifications, instructions to bidders, notice to bidders 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 I 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 f under the contract documents. i_ Fourteenll -thousand six-undred fifty doars ($ 14 , 6 5 0.0 0 ) MATERIALS: SERVICES: TwentY-one U-10 ui, fay-'nnndred eightY dollars ($ 21,480.00 ) TOTAL BID: Thirty --six thousand,one hundred thirty dollars ($ 36,130.00 ALTERNATE #1: Furnish and Install Refrigerated Air Unit in Lou Stubbs and A. B. Davis Party Houses MATERIALS: Severrthuisand,seventy dollars ($ 7 , 070.00 ) SERVICES: One -thou ,eight h m&ed dollars $ 1,800.00 [ 1, TOTAL ALTERNATE #1(ADD) Eight-dumnd,fit hundred seventy dollars ($ 8,870.00 (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 90 (NINETY) 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 $500.00 (FIVE HUNDRED DOLLARS) for each consecutive calendar day in excess of the time set forth hereinabove for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 21 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. IThe Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are re uired whether or not a payment or performance bond is required, to submit a cashier's check or q PY P q certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within (ten) 10 days after notice of award of the contract to him. Enclosed with this bid is a Cashier's Check or Certified Check for Dollars ($ J or a Bid Bond in the sum of Twu-thi-wsard)five Dollars ($2,500.OD ), 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 documents, .... insurance certificates, and the required bond (if any) with the Owner within ten (10) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed b Bidder shall be bound and include all contract 9 Y 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. (Seal if Bidder is a Corporation) $ ATTEI:� c, Secre ary Bidder acknowledges receipt of the following addenda: Authorized Siggnature KAY SAUNDERS (Printed or Typed Name) SAUNDERS CONSTRUCTION.INC. Company 4405 CLOVIS Rb. Address LUBBOCK LUBBOCK City, County TEXAS , 79416 State Zip Code Telephone: 6 2 - 8 1 Fax: 806 - L . Addenda No. 1 Date 10-21-99 Addenda No. Date Addenda No. Date Addenda No. Date M/WBE Firm: xx woman Black American Native American Hispanic American Asian Pacific American Other (Specify) 1. 2. i 3. E- 4. 5. 6. 7. 8. 9. 10 LIST OF SUBCONTRACTORS Minority Owned Yes No SIERRA CONSTRUCTION yff ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 3 t CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT To Be Completed by Bidder And Attached to Bid Submittal I, 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 ten (10) 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. Xnl Qii SAUNDERS CONSTRUCTION,INC. 1 Cont ctor Signature) Contractor (Print) CONTRACTOR'S NAME: KAY SAUNDERS dba SAUNDERS CONSTRUCTION, INC. (Print or Type ) CONTRACTOR'S ADDRESS: 4405 CLOVIS RD. LUBBOCK,TX 79416 - Name ofAgent/Broker: SANFORD INSURANCE -Bill Grisham ' Address ofAgent/Broker: 6303 Indiana City/State/Zip: Lubbock,Texas 79413 Agent/BrokerTelephone Number: ( 806 ) 792-5564 Date: 10-26-99 NOTE TO CONTRACTOR If the time requirement specified above is not met, the City has the right to reject this bid/proposal and 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 #99239 - LOU STUBBS AND A. B. DAVIS PARTY HOUSE RENOVATIONS 4 OCT.26.1999 10:31AM USA/WESTERN AUSTIN TX N0.961 UNIVERSAL SURETY OF AMERICA 950 Echo Lane, Suite 250 - Houston, Texas 77024 KNOW ALL PERSONS BY THESE PRESENTS, that we, 4405 Clovis Road, Lubbock, TX 000079416 Bond No. 10009407 Saunders Cone;ruction, Inc. as Principal, hereinafter called the Principal, and _ Universal Surety of Rmefi ca 950 Echo Laney Suite 250, Houston, TX 77024 P . 2!3 , as Surety, horeinaf= called the Surety, are held and firmly bound unto -City--of Lubbock, P. _0, Box 2000, L%ibbock 79402 Name, Addresa, City, State, zip, Pbone Number , as Obligee, hereinafter called the Obtigee, in the sum of 5 % of the amount of this bid not to exceed Two Thousand rive Rundred and 0 0 / 10 0 Dollars (S 2 .5 0 , 0 o ), 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, suemsors and assigns fum-ily by these presents. WKEREAS,the: Principal has subminedabid for Jnii Stuhhe z, n A. Pants Part- 4 ;(o„ce. RpnAv-?t iOne NOW, THEREFORE, If the contract be timely awarded to the Principal and the Principal shall within such time as specified in the bid, enter into a contract in writing or, in the event of the failure of the Principal to enter into such contract; if the 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 -.1 Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation sball be null and void, otherwise to remain in full force and effect. PROV OM, HOWEVER, neither Principal nor Surety shall be bound hereunder less Obligee prior to execution of the final contract sball furnish evidence of financing in a manner and form acceptable to Principal and Surety that financing has been fmnly committed to cover the entire cost of the project. SIGNI~D, sealed and dated this Form Fula 26th I day of Qctober 1 1929 E o truct' Inc. 1 ncipal j� / Title �� 4 C RSL' f A fY Universa"I Surety of America By -1 -,/ - A U 1 !-J L4 David Tate Attorney -in -Fact UNIVERSAL SURETY OF AMERICA P.O. BOX 1068 -Houston, Texas 77251- l 068 GENERAL POWER OF ATTORNEY - CERTIFIED COPY Agemy Wo muim GPA# 9002007 TX 7211103 00 David Tate Insurance Agency Know All Men by These Presents, That UNIVERSAL SURETY OF AMERICA, a corporation duly organized and existing under the laws of the State of Texas, and having its pricipal office in Houston, Texas, does by these presents make, constitute and appoint Brenda Miller Charlene Tate David Tate of Lubbock and State of Texas its true and lawful Attomey(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver surety bonds not to exceed $25,000.00 ; however, no authority is given for the issuance of Payment, Performance, or Bid Bonds. and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attomey(s)-in-Fact may do within the stated limitations, and such authority is to continue in force until 12/31/2000 . Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of Universal Surety of America at a meeting held on the 1 lth day of July,1984. "Be It Resolved, that the President, and any Vice President, Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company." "RESOLVED that the signature of any officer of the corporation, and the seal of the corporation may be affixed or printed by facsimilie to any power of attorney of the corporation, and that such printed facsimilie signature and seal shall be valid and binding upon the corporation." In Witness Whereof; Universal Surety of America has caused these presents to be signed by its President, Jack McReynolds and its corporate seal to be hereto affixed this 2nd day of January, A.D.,1998. UNIVERSAL SURETY OF AMEBIC State of Texas ; » s� t y Jack McReynolds President County of Harris"`'` y On this 2nd day of Janus In in the year 1998, before me, Estela Leija, a notary public, personally appeared Jack McReynolds, personally known to me to be the person who executed the within instrument as President , on behalf of the corporation herein named and acknowledged to me that the corporation executed it. * 0 Notary Public I, the undersigned Secretary of Universal Surety of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorney is still in effect. GIVEN under my hand and the seal of said company, at Houston, Texas, this day of .19 Assistant Secretary Any instrument issued in excess of the penalty stated above is totally void and without any validity. For verification of the authority of this power you may telephone (713) 7224600. 1101-1125/025 No Text ;; ,. ,. �. .. �, .. ., .. .. .. . ; .; , . �: a � ¢. ., ,, .. .. � � ,� .... ,. .. •`;' ,. UNIVERSAL SURETY OF AMERICA f 950 Echo Lane, Suite 250, H6uom, Texas 77024 TEXAS STATUTORY PERFORMANCE BOND (Public Works) Bond No. 10009467 KNOW ALL ML•N BY THESE PRESENTS: THAT, Saunders Construet�_dn. Inc. __ (hereinafter called the Principal), as principal, and UN VERSAL SURETY OF AMERICA, a corporation organized and existing under the laws of the State of Texas, licensed to do business in the State of Texas and admitted to write bonds, as surety, (hereinafter called the Surety), are held and fumly bound unto City of !ubbock (hereinafter called The Obligee), in the amount of Forty -Five l h5aug9nd-And_ 0 0 / 100 Dollars ($ 45,000.00 ) 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. W1MREAS, the Principal has entered into a certain contract with the Obligee, dated the -- - 4-th - - day of November 1999 ,for Bid 99239 - Lou Stubbs and A.S- Davis Party House 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 CONDPTION OF THIS OBLIGATION IS SUCH, That if the said principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then, this obligation shall be null and 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 until the provisions, conditions and limitations of said Chapter to the same extent as if it were copied at length herein. IN WITNESS VVMUEOF, the said Principal and Surety have signed and sealed this instrument this day of November 1 1999 Principal; Surety, UNIVERSAL SURETY OF AMERICA Attornay-ia-Fact David Tate UNIVERSAL SURETY OF AMERICA 950 Echo Lane, Suite 250, Houston, Texas 77024 TEXAS STATUTORY PAY1V ZNT BOND (Public Works) Bond No. 10009467 KNOW ALL MEN BY THESE PRESENTS - THAT, 9Abncler-s Construction. Tyie . (hereinafter called the Principal), as principal, and UNIVERSAL SURETY OF AMERICA, a corporation organized and existing under the laws of the State of Texas, licensed to do busines in the State of Texas and admitted to write bonds, as surety, (hereinafter called the Surety), are held and firmly bound unto City of Lubbock (hereinafter called the Obligee), in the amount of FnytJZ-F VP rrt,M,iamil and no j1 eo Dollars ($ 4 5 , 0 0 0 a o ) for the payment whereof, the said principal and Surety bind themselves, and their heixs, Administrators, executors, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain contract with the Obligee, dated the day of ,for Sid 99239 - Lou Stubbs and A.S. Davis Party House Renovations which contract is hereby referred to and made apart hereof as fully and to the same extant as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION LS 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 null and 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 Chapter to the same extent as if it were copied at length berein. N WITNESS'V41EREOF, the said Principal and Surety have signed and sealed this instrument this 4th day of —...November P 1999 Principal: a tructj,n,,,n,. Sne_ By; L Surety: SILMETY OF AMERICA Attorney -in -Fact David Tate Forms-32 CERTIFICATE OF INSURANCE O DATE: NOVEMBER 15, 1999 TO: CITY F LUBBOCK 7 . P.O. BOX 2000 PROJECT # 99239 LUBBOCK, TX 79457 TYPE OF PROJECT: RENOVATION TO LOU STUBBS & A.B. SAUNDERS CONSTRUCTION, INC. DAVIS PARKS PARTY HOUSE THIS IS TO CERTIFY THAT 4405 CLOVIS ROAD, LUBBOCK, TX 79407 (Name and Address of Insured) is, at the date of this certificate, insured by this Company with respect to the business operations hereinafter described, for the typed of insurance and in accordance with the provisions of the standard policies used by this company, the further �- hereinafter described. Exceptions to standard policy noted hereon. TYPE OF INSURANCE POLICY NUMBER EFFECTIVE EFFECTIVE LIMITS DATE DATE GENERAL LIABILITY XJ Commercial General Liability CMP710942D 4-25-99.3 4-25-00 General Aggregate $2,000,000 ❑ Claims Made Products-Comp/Op AGGG $ Z UQU 0 ❑ Occurrence Personal & Adv. Injury $ ttitEUM rA Owners & Contractors Protectiv Each Occurrence $ 1 , Fire Damage (Any one Fire) 50 000 sl,OUU,UUU OCP137042K 11-16-99 11-16-00 ' $2,000,000 Med Exp (Any one Person) 5,000 AUTOMOTIVE LIABILITY k Any Auto CAU269942D 4-25-99 4-25-00 Combined Single Limit $ 1 ,nno ,0(l0 ❑ All Owned Autos Bodily Injury (Per Person) $ ❑ Scheduled Autos Bodily Injury (Per Accident) XI Hired Autos Property Damage $ 7 Non -Owned Autos GARAGE LIABILITY ❑ Any Auto Auto Only - Each Accident $ ❑ Other than Auto Only: Each Accident $ Aggregate $ ❑ BUILDER'S RISK ❑ 100% of the Total Contract Price $ ❑ INSTALLATION FLOATER $ EXCESS LIABILITY ❑ Umbrella Form Each Occurrence $ Aggregate $ ❑ Other Than Umbrella Form $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY The Proprietor/ )b Included CWC902842D 4-25-99 4-25-00 Statutory Limits Partners/Executive ❑ Excluded Each Accident $ 500 000 Officers are: Disease Policy Limit $ bUU,UUU Disease -Each Employee $500,000 OTHER CITY OF LUBBOCK IS SHOWN AS ADDIT OVAL INSU ED VAIVER OF SURBOGATION IN FAVOR OF LUBBO K ON WORK RS COMP, G NERAL LIABILITY, AND AUTO POL ICIES. The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the insurer in less than the legal time required after the insured has received written notice of such change or cancellation, or In case there is no legal requirement, In less than five days in advance of cancellation. FIVE COPIES OF THE CERTIFICATE OF INSURANCE NATION4 AMERICAN INSURANCE CO. MUST BE SENT TO THE CITY OF LUBBOCK 'Name usurer) (� THIS CERTIFICATE OF INSURANCE NEITHER AFFIRMATIVELY OR Bysd - .NEGATIVELY AMENDS, EXTENDS OR ALTERS THE COVERAGE AFFORDED Title AGE T BY THE POLICIES. I r_ CONTRACTOR CHECKLIST A CONTRACTOR SHALL: (1) 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; (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (3) 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; (4) obtain from each person providing services on a 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 (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; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (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; (7) 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 Act or other commission rules. This notice must be printed 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 (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; (B) 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. No Text No Text CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 111h day of November, 1999 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 Saunders Construction, Inc. of the City of Lubbock, County of Lubbock and the State of Texas hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration 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 #99239 - LOU STUBBS & A.B. DAVIS PARTY HOUSE RENOVATION - $45,000.00 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. , A ATTEST: Corporate Secretary CONTRACTOR: O�-Q � 1 cf �ll�1S�Yl>Ca I Yl. —rye By: k <AI�f�--AL� k ' PRINTED NAME: TITLE:W--%l A �,1Vck COMPLETE ADDRESS: Saunders Construction, Inc. 4405 Clovis Road Lubbock, Texas 79416 No Text ,: ,•<. >> . .` � .. .... .. ,: ,.. �� �. ,., �" „� ., .. � Y � � ,. .. �, .. �. ,. . .. .. .. '. ... .' ! '., ;:. � 'e '. ,.., � o .. '. .. � o o � ,. � : . ...: .: :.: ... .. �' �'�.e :. a_ GENERAL CONDITIONS OF THE AGREEMENT 1. OWNER Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City of Lubbock, Texas. CONTRACTOR I Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co- partnership or corporation, to wit SAUNDERS CONSTRUCTION INC. 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 GARRY SMITH FACILITIES MANAGER, so designated who will inspect constructions; or to such other representatives, 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 for inspection in accordance with the Notice to Bidden. The above described materials are sometimes referred to herein as the "contract" or "contract documents". 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. 0 0 10. 11. 12 CONTRACTOR'S RESPONSIBILITIES Unless otherwise stipulated, the Contractor shall provide and pay 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 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. 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. 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. 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. 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 accordance with 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 15. 16. 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 insure 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) 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. 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. 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 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. 18. 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 j 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. g . 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 which 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, a 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 l defective, and shall be corrected at the Contractor's expense. 4 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. 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. 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, 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. 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." t- 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 prior to the commencement 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 prior to 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, 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 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 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 Combined Single Limit in the aggregate and per occurrence to include: Premises and Operations Explosion & Collapse Hazard 91 IN ID E. F Underground Damage Hazard Products & Completed Operations Hazard Contractual Liability Independent Contractors Coverage Personal Injury Advertising Injury Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance. For bodily injuries, including accidental death and or property damage, $500,000 Combined Single Limit. This policy shall be submitted prior to contract execution. Comprehensive Automobile Liability Insurance The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, $500,000 Combined Single Limit, to include all owned and nonowned cars including: Employers Nonownership Liability Hired and Nonowned Vehicles. The City is to be named as an additional insured on this policy for this specific job and copy of the endorsement doing so is to be attached to the Certificate of Insurance. 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 loss) naming the City of Lubbock as insured. Umbrella Liability Insurance The Contractor shall have Umbrella Liability Insurance in the amount of $0 on all contracts with coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages. 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. 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. 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. 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 (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 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 filing 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; I " (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 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 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. 10 (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; (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: 11 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 (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 (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; 12 i; (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 F' 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 FURNISHER 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. f31. 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. 13 32. LAWS AND ORDINANCES r 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 $500.00 (FIVE HUNDRED DOLLARS) 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. 14 i 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 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 DELAYS 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 r 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. 15 39. PROTECTION OF ADJOINING PROPERTY r 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 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 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 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. 16 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. 44. FINAL COMPLETION AND PAYMENT 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. t_ 45. CORRECTION OF WORK i. 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. 17 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 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 I_ J1 18 f i 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 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 which 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 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. All bonds, if required, 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. 19 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 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. 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. 20 No Text �� _ .: ,,, m .. . .. � � � .. .. #, ., .. :. � � .:, ,. ., :�< ,.� . , .. r � o' . v 2 � . .. .,. ;..' � .' y .. :. � '. a ., ' � �. �.. .,. � .. _ �. .. � 'o, ' � r., .. , . .. .. � ,., '. ., .,. � r' o :,..., ' . �4 � a t . ?, _ n ', • '�: v .. '.'. '. M1 � � .'.. 1 ,.. .. .. .�'. ,. .' \1 ". .' ., �. .' r, ae-sulur.LQU .1'. OLOL Item No. 39 RESOLUTION April 8, 1999 i WHEREAS, the City Council has heretofore established the general prevailing rate of per diem wages for each craft or type of workmen or mechanics needed to execute public works contracts for the City of Lubbock in accordance with the provisions of Vernon's Arai. Civ. Art. 5159a; and WHEREAS, such wage rates were established by Resolution No. 719 enacted February 12, 1981, updated by Resolution No. 1590 enacted February 23, 1984. further updated by Resolution No. 2502 enacted January 8, 1987, further updated by Resolution No. 5721 enacted March 14, 1996, and amended by Resolution No. 6138 enacted December 16, 1998; and WHEREAS, such rates need to be updated at the present time in order to reflect the current prevailing rate of per diem wages; NOW THEREFORE: BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the general prevailing rate of per diem wages for public works contracts shall be as set forth in the following named exhibits, which exhibits shall be attached hereto and made a part hereof for all intents and purposes: Exhibit A: Building Construction Trades Exhibit B: Paving and Highway Construction Exhibit C: Overtime Rate Exhibit D: Legal Holiday Rate Such wage rates are hereby found and declared to be the general prevailing rate of per diem wages in all localities where public works are undertaken on behalf of the City of Lubbock and such wage rates shall be included in all public works contracts as provided by law. Passed by the City Council this 8th AT EST: I A 111A Kay-OfDarnell, City Secretary ,JJ APPROVED AS TO CONTENT: 'Man- Andrews, Managing Directorof Human Resources APPROVED AS TO FORM: r Amy L s, Askistant City Attorney I gs. ccdoc ubworks.res 1 , " ) `larch 25. 1999 I I*q:1: 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/Boder Insulator -Helper Iron Worker Laborer -General Mortar Mixer Painter Plumber Plumber -Helper Roofer Roofer -Helper Sheet Metal Worker Sheet Metal Worker -Helper Welder -Certified 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 Paving and Highway Construction Prevailing Wage Rates Craft Asphalt Heaterman Asphalt Shoveler Concrete Finisher Concrete Finisher -Helper Electrician Flagger Form Setter Form Setter -Helper Laborer -General Laborer -Utility Mechanic Mechanic -Helper Power Equipment Operators Asphalt Paving Machine Bulldozer Concrete Paving Machine Front End Loader Heavy Equipment Operator Light Equipment Operator Motor Grader Operator Roller Scraper Tractor Truck Driver -Light Truck Driver -Heavy Hourly Rate 9.00 6.00 8.00 7.00 12.00 6.00 7.00 6.25 6.00 6.75 8.00 7.00 7.75 F.00 7.75 7.25 8.00 7.25 9.50 6.75 7.25 7.25 6.50 7.00 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. t �J f No Text PROJECT MANUAL RENOVATIONS TO THE STUBBS/DAVIS PARTY HOUSES Lubbock, Texas City of Lubbock LUBBOCK,TEXAS MBA Architects, Inc. Architecture + Planning + Interiors 1919 Broadway Lubbock, Texas 79401 Set Number: PROJECT MANUAL TABLE CONTENTS PROJECT Renovations to the Stubbs and Davis Party House for the City of Lubbock Lubbock, Texas OWNER City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 806.775.3078 ARCHITECT MBAjnc. 1919 Broadway Lubbock, Texas 79401 806.763.5046 DATE June 11, 1999 TABIE OF CONTENTS TOC -1 DIVISION 11: EQUIPMENT NOT USED DIVISION 12: FURNISHINGS NOT USED DIVISION 13: SPECIAL CONSTRUCTION NOT USED DIVISION 14: CONVEYING SYSTEMS NOT USED DIVISION 15: MECHANICAL 15050 Basic Mechanical Materials and Methods i1 DIVISION 16: ELECTRICAL 16010 Basic Electrical Requirements 16500 Lighting END OF SPECIFICATIONS BOUND SEPARATELY HEREIN: INDEX OF DRAWINGS Stubbs Party House Cover Sheet Drawing Section 1 LIA Demolition Plan Drawing Section 2 NOT USED Drawing Section 3 NOT USED Drawing Section 4 4.1A Reference Floor Plans Drawing Section 5 5.1A Eidcrior Elevations Drawing Section 7 NOT USED Drawing Section 8 NOT USED Drawing Section 9 9.1A Door and Schedules Drawing Section 10 NOT USED Drawing Section 11 ILIA Reflected Ceiling Plan 3 4 2 TABLE OF CONTENTS TOC - 3 6 Drawing Section 15 NOT USED Drawing Section 16 NOT USED Davis Party House Cover Sheet Drawing Section 1 1.113 Demolition Plan Drawing Section 2 NOT USED Drawing Section 3 NOT USED Drawing Section 4 4.1B Reference Floor Plans Drawing Section 5 5.1B E)deriorElevations Drawing Section 7 NOT USED Drawing Section 8 NOT USED Drawing Section 9 9.1B Door and Schedules Drawing Section 10 10.1B Interior Elevations Drawing Section 11 11.113 Reflected Ceiling Plan Drawing Section 15 NOT USED Drawing Section 16 NOT USED END OF TABLE OF CONTENTS TABLE OF CONTENTS TOC - 4 SECTION 01010 SUMMARY OF WORK PART1 GENERAL 1.01 SECTION INCLUDES A. Project Scope. B. Referenced Specifications and Standards (Applicable Publications). C. Work by Owner. D. Contractor use of site and premises. E. Work Sequence. F. Owner occupancy. 1.02 PROJECT SCOPE A. All work shall be in confoimancewith the drawings and specifications includingthe fumishing of all materials, labor, plant, tools, equipment, and services necessary and incidental thereto. The work required to be performed by the Contractor consists of but is not limited to the following description: B. The project is for the City of Lubbock, Lubbock, Texas. The Work consists of minor demolition and minor remodeling, which entails some new exterior and interior finishes including new doors and hardware, face brick, new VCT, and painting. Alternate No. 1 provides for new refrigerated air conditioning. C. Refeahoed Specifications and Standards (Applicable Publications): D. The specifications and standards of issues listed in the beginning of each section, includingthe amendments, addenda and errata, but referred thereafter by basic designation only, form a part ofthese specifications and shall havethe same force and effect as if printed herein in full text. Obtain copies of standards when required by Contract Documents. Maintain copy at job site during progress of specific work 1.03 DEFINITIONS A OWNER'S REPRESENTATIVE: The Owner's legal representative, solely authorized to make permanent and binding administrative or technical contract changes involving increases or decreases in contract cost or performance time, or to make interpretations or rulings on contract documents. 1.04 WORK BY OWNER A. Items noted "NIC" (Not in Contract), moveable cabinets, furnishings, minor equipment and communications equipment will be fumished and installed by Owner after construction is complete. 1.05 CONTRACTOR USE OF SITE AND PREMISES A. Access to Site: Limited to areas noted on Drawings. B. Construction Operations: Limited to areas noted on Drawings. C. Time Restrictions for Performing interior Work: Work shall be performed between 8:00 a.m. and 5:00 p.m. unless approved in writing by the Owner's Representative 72 hours in advance. D. Utility Outages and Shutdown: Coordinate work schedule in such a manner that there shall be only One utility outage during the course ofthe Project. All work requiring utility outages shall be performed duringthis One outage. Tile Owner's Representative is to be notified Fourteen (14) days in advance ofthe outage and shall be given the time and length of proposed outage. Outage shall occur over a one weekend period. 1.06 WORK SEQUENCE A. Construct Workinphases,asrequiredtoacoommodateOwnet'soocupancyrequirenentsduringtheconstrmrctiorperiod, coordinate construction schedule and operations with the Owner's Representative. 1.07 OWNER OCCUPANCY A. The Owner will occupy the entire premises during the entire period of construction for the conduct of normal operations. B. Cooperate with Owner to minimize conflict and to facilitate Governments operations. SUMMARY OF WORK SECTION 01010 - 1 1.08 PART 2 PART 3 C. Schedule the Work to a000mmodate this requirement. SECURITY A. Comply with all appropriate security procedures identified by the Owner's Representative, PRODUCTS Not Used EXECUTION Not Used END OF SECTION SUMMARY OF WORK SECTION 01010 - 2 SECTION 01019 CONTRACT CONSIDERATIONS PART GENERAL 1.01 SECTION INCLUDES A. Contingency allowance. B. Inspection and testing allowances. C. Schedule of Values. 1.02 RELATED SECTIONS A. Section 01027 - Application For Payment B. Section 01028 - Change Order Procedures. C. Section 01030 - Alternates. D. Section 01300 - Submittals: Schedule of Values. F. Section 01600 - Material and Equipment: Product substitutions and alternates. 1.03 CONTINGENCY ALLOWANCE A. Include in the Contract, a stipulated sum/price of $ -0- for use upon Owner's instruction. B. Contractor'scosisforproducts,delivery u stallation,labor,insuranoo payroll,taxes,boadingequipmmtrental,overheadandprofit will be included in Change Orders authorizing expenditure of funds from this Allowance. C. Funds will be drawn from Contingency Allowance only by Change Order. D. At closeout of Contract, finds remaining in Contingency Allowance will be credited to Owner by Change Order. 1.04 SCHEDULE OF VALUES A. Submit typed schedule on AIA Form G703 - Application and Certificate for Payment Continuation Sheet. Contractor's standard form or electronic media printout will be considered B. Submit Schedule of Values in duplicate within 15 days after date of Owner -Contractor Agreement or as established in a Notice to Proceed. C. Format: UtilizetheTableof Contents ofthis Project Manual. Identify each line item withriumber andtitle ofthe major specification Section. Identify site mobilization, bands and insurance. D. Include separately from each line item, a directly proportional amount of Contractor's overhead and profit. E. Revise schedule to list approved Change Orders, with each Application For Payment. PART PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION CONTRACT CONSIDERATIONS SECTION 01019 -1 SECTION 01027 APPLICATIONS FOR PAYMENT PART1 GENERAL 1.01 SECTION INCLUDES A. Procedures for preparation and submittal of Applications for Payment. 1.02 RELATED SECTIONS A. Owner/Cootractor Agreement: Contract Sum/Price and time schedule for submittals. B. General Conditions: Progress Payments and Final Payment. C. Section 01028 - Change Order Procedures: Procedures for changes to the Work D. Section 01019 - Contract Considerations: Contingency Allowance when applicable and Schedule of Values. E. Section 01300 -Submittals: Submittal procedures. F. Section 01700 - Contract Closeout: Final Payment. 1.03 FORMAT A. AIA G702 - Application and Certificate for Payment including continuation sheets when required. B. For each item, provide a column for listing: Item Number, Description of work; Scheduled Value, Previous Applications: Work in Place under this Application: Authorized Change Orders; Total Completedto Date of Application; Percentage of Completion; Balance to Finish; and Rdainage. 1.04 PREPARATION OF APPLICATIONS A. Present required information in typewritten form or on electronic media printout. B. Execute certification by signature of authorized officer. C. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion ofwork performed. D. List each authorized Change Order as an extension on continuation sheet, listing Change Order number and dollar amount as for an original item of Work. E. Prepare Application for Final Payment as specified in Section 01700. 1.05 SUBMITTAL PROCEDURES A. Submit three copies of each Application for Payment. B. Submit an updated construction schedule with each Application for Payment C. Payment Period: Submit at intervals stipulated in the Agreement. D. Submit under transmittal letter specified in Section 01300. 1.06 SUBSTANTIATING DATA A. When Arc►ited/Fmgineer requires substantiating information, submit data justifying dollar amounts in question. B. Provide one copy of data with cover letter for each copy of submittal. Show Application number and date, and line item bynumber and description. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION APPLICATIONS FOR PAYMENT SECTION 01027 -1 SECTION 01028 CHANGE ORDER PROCEDURES PART1 GENERAL 1.01 SECTION INCLUDES A. Submittals. B. Documentation of change in Contract Sum/Price and Contract Time. C. Change procedures. D. Construction Change Authorization. E. Stipulated Sum change order. F. Time and material change order. G. Execution of change orders. H. Correlation of Contractor submittals. 1.02 RELATED SECTIONS A. Agreement Forms: Monetary values of established Unit Prices and percentage allowances for Contractor's overhead and profit. B. General Conditions: Governing requirements for changes in the Work, in Contract Sum/Price, and Contract Time. C. Supplementary Conditions: Percentage allowances for Contractor's overhead and profit. D. Section 01019 - Contract Considerations: Contingency allowance. E. Section 01019 - Contract Considerations: Schedule of Values. F. Section 01027 - Applications for Payment: Payment applications. G. Section 01300 - Submittals: Work schedule. H. Section 01600 - Material and Equipment: Product options and substitutions. J. Section 01700 - Contract Closeout: Project Record Documents. 1.03 SUBMITTALS A. Submit name of the individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work. B. Change Order Forms: AIA G701 Change Order. 1.04 DOCUMENTATION OF CHANGE IN CONTRACT SUM/PRICE AND CONTRACT TIME A- Maintain detailed records ofwork done on a time and material basis. Provide full information required for evaluation ofproposed changes, and to substantiate costs of changes in the Work. B. Document each quotation for a change in cost or time with sufficient data to allow evaluation ofthe quotation. C. On request, provide additional data to support computations: 1. Quantities of products, labor, and equipment 2. Taxes, insurance and bonds. 3. Overhead and profit. 4. Justification for any change in Contract Time. 5. Credit for deletions from Contract, similarly documented. D. Support each claim for additional costs, and for work done on a time and material basis, with additional information: 1. Origin and date of claim 2. Dates and times work was performed, and by whom 3. Time records and wage rates paid. 4. Invoices and receipts for products, equipment, and subcontracts, similarly documented. 1.05 CHANGE PROCEDURES A. The Archked Engines• will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract Time as authorized by the General Conditions by issuing supplemental instructions on AIA Form G710. CHANGE ORDER PROCEDURES SECTION 01028 -1 1.06 1.07 1.08 1.09 1.10 1-"I 1.12 PART 2 PART 3 j B. The Architect/Engineer may issue a Proposal Request which includes a detailed description of a proposed change with supplementary orrevisedDrawings and specifications, a change in Contract Timefor executingthechange Contractorwil]prepare and submit an estimate within seven days. C. The Contractor may propose adhangebysubmitting arequest for dhaogetotheArchited/Fngmeer,describingtheproposed change and its full effed on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum/Price and Contract Time with full documentation. Document any requested substitutions in accordance with Section 01600, CONSTRUCTION CHANGE AUTHORIZATION A Arc hited/Engineer may issue a document, silted by the Owner, instructingthe Contractor to proceed with a change in the Work, r for subsequent inclusion in a Change Order. B. The document will describe changes in the Work, and will desig►ate method of determining any change in Contract Sum/Price or Contract Time. C. Promptly execute the change in Work. STIPULATED SUM CHANGE ORDER A Based on Proposal Request and Contractor's fixed price quotation. UNIT PRICE CHANGE ORDER A For pre -determined unit prices and quantities, the Change Order will be executed on a fixed unit price basis. B. For unit costs or quantities of units of work which are not predetermined, execute Work under a Construction Change Authorization. C. Changes in Contract Sum/Price or Contract Time will be computed as specified for Time and Material Change Order. TIME AND MATERIAL CHANGE ORDER A Submit itemized a000unt and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. B. Archited/Engineer will determine the change allowable in Contract Sum/Price and Contract Time as provided in the Contract h Documents. C. Maintain detailed records of work done on Time and Material basis. D. Provide full information required for evaluation ofproposed changes, and to substantiate casts for changes in the Work. EXECUTION OF CHANGE ORDERS A Execution of Change Orders: Archited/Fngineer will issue Change Orders for signatures of parties as provided in the Conditions ofthe Contract. CORRELATION OF CONTRACTOR SUBMITTALS A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum/Price. B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub -schedules to adjust time for other items of work affected by the change, and resubmit. C. Promptly enter changes in Project Record Documents. MARK-UP LIMITATION A Contractor's mark-up for Overhead and Profit shall be limited to the allowables described in Article 7 - Changes In The Work. PRODUCTS l_. Not Used EXECUTION I_. Not Used END OF SECTION 3 i CHANGE ORDER PROCEDURES SECTION 01028 - 2 t , is SECTION 01039 COORDINATION AND MEETINGS PART1 GENERAL 1.01 SECTION INCLUDES A. Coordination. B. Preconstruction conference. C. Site mobilization conference. D. Progress meetings. E. Pro -installation conferences. 1.02 RELATED SECTIONS A. Section 01045 - Cutting and Patching. 1.03 COORDINATION A. Coordinate scheduling, submittals, and Work ofthe various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements with provisions for accommodating items installed later. $. Verify that utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate work of various Sections having interdependent responsibilities for installing, connecting to and placing in service, such equipment. C. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, duds, and conduit, as closely as practicable, place runs parallel with line of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenanoe, and for repairs. D. In finished areas except as otherwise indicated, conceal pipes, ducts and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. E. Coordinate completion and dean up of Work of separate Sections in preparation for Substantial Completion and for portions of Work designated for Owner's partial occupancy. F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 1.04 PRECONSTRUCTION CONFERENCE A. Archited/Engineer will schedule a conference after Notice of Award. B. Attendance Required: Archited/Fangineer, Owner's Representative, User and Contractor. C. Agenda 1. Execution of Owner -Contractor Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors, list of products, Schedule of Values, and progress schedule. 5. Designation of personnel representingthe parties in Contrail. 6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, maintaining record documents, testing, and Contract closeout procedures. D. Scheduling 1. Use of premises by Owner and Contractor. 2. Owner's requirements and partial occupancy. 3. Construction facilities and controls provided by Contractor. 4. Tempoary utilities provided by Contractor. 5. Security and housekeeping procedures. 1.05 SITE MOBILIZATION CONFERENCE A. Ardhited/Engineer will schedule a conference at the Project site prior to Contractor beginning work. B. Attendance required: Arch itect/Frngineer, Owner's Representative, Contractor, Contractor's Superintendent and major Subcontractors. C. Agenda: COORDINATION AND MEETINGS SECTION 01039 -1 AITC American Institute of Timber Construction 333 W. Hampden Avenue Englewood, CO 80110 AMCA Air Movement and Control Association 30 West University Drive Arlington Heights, IL 60004 ANSI American National Standards Institute 1430 Broadway New York, NY 10018 APA American Plywood Association Box 11700 Tacoma, WA 98411 ARI Air -Conditioning and Refrigeration Institute 1501 Wilson Boulevard Arlington, VA 22209 ASHRAE American Society of Heating. Refrigerating and Air Conditioning Engineers 1791 Tullie Circle, N.E. Atlanta, GA 30329 ASME American Society of Mechanical Engineers 345 East 47th Sired New York, NY 10017 ASPA American Sod Produces Association 4415 West Harrison Street Hillside, IL 60162 ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103 AWI AtdWADctural Woodwork Institute 2310 South Walter Reed Drive Arlington, VA 22206 AWPA American Wood -Preserves' Association 7735 Old Georgetown Road Bethesda, MD 20014 AWS American Welding Society 550 Wetme Road, N.W. Miami, FL 33135 AWWA American Water Works Association 6666 West Quincy Avenue Denver, CO 80235 BIA Brick Institute of America 11490 Commerce Park Drive Reston, VA 22091 CDA Copper Development Association 57th Floor, Chrysler Building 405 Lexington Avenue New York, NY 10174 CRSI Concrete Reinforcing Steel Institute 933 Plum Grove Road Schaumburg, IL 60195 DHI Door and Hardware Institute 7711 Old Springhouse Road McLean, VA 22102 REFERENCE STANDARDS SECTION 01090 - 2 EJMA Expansion Joint Manufacturers Association 25 North Broadway Tarrytown, NY 10591 FGMA Flat Glass Marketing Association 3310 Harrison r White Lakes Professional Building Topeka, KS 66611 FM Factory Mutual System _ 1151 Boston -Providence Turnpike P.O. Box 688 Norwood, MA 02062 FS Federal Specification General Services Administration Specifications and Consumer Information Distribution Section (WFSIS) Washington Navy Yard, Bldg. 197 E Washington, DC 20407 GA Gypsum Association 1603 Omngton Avenue Evanston, IL 60201 IEEE Institute of Electrical and Electronics Engineers 345 East 47th Street New York, NY 10017 Y IMIAC International Masonry Industry All-WeatheaCouncil International Masonry Institute 815 15th Street, N.W. Washington, DC 20005 MIL Military Specification Naval Publications and Forms Center 5801 Tabor Avenue Philadelphia, PA 19120 MIJSFA Metal LAWSteel Framing Association 221 North LaSalle Strcet Chicago, IL 60601 NCMA National Concrete Masonry Association P.O. Box 781 Herndon, VA 22070 NEBB National Environmental Balancing Bureau 8224 Old Courthouse Road Vienna, VA 22180 NEMA National Electrical Manufacturers' Association 2101 V Street, N.W. Washington, DC 20037 NFPA National Fire Protection Association Battery Martin Park J Quincy, MA 02269 NFPA National Forest Products Association 1619 Massachusetts Avenue, N.W. Washington, DC 20036 NWMA National Woodwork Manufactures Association 205 W. Touhy Avenue Park Ridge; IL 60068 PCA Portland Cement Association 5420 Old Orchard Road Skokie; IL 60077 REFERENCE STANDARDS SECTION 01090 - 3 PS SDI SIGMA SMACNA TCA UL WCLIB W WPA PART PRODUCTS Not Used PART 3 EXECUTION Not Used Product Standard U. S. Department of Commerce Washington, DC 20203 Steel Door Institute 712 Lakewood Center North 14600 Detroit Avenue Cleveland, OH 44107 Sealed Insulating Glass Manufacturers Association I11 East Wacker Drive Chicago, IL 60601 Sheet Metal and Air Conditioning Contractors' National Association 8224 Old Court House Road Vienna, VA 22180 Tile Council of America, Inc. Box 326 Princeton, NJ 08540 Underwriters' Laboratories, Inc. 333 Pfngston Road Northbrook., IL 60062 West Coast Lumber Inspection Bureau 6980 S.W. Vams Road Box 23145 Portland, OR 97223 Western Wood Products Association 1500 Yeon Building Portland, OR•97204 END OF SECTION REFERENCE STANDARDS SECTION 01090 - 4 SECTION 01300 SUBMITTALS PART1 GENERAL 1.01 SECTION INCLUDES ( A. Submittal procedures. B. Construction progress schedules. C. Proposed products fist. D. Shop drawings. f _ E. Product data. F. Samples. G. Manufacturers' instructions. H. Manufactures' ca tifcates. 1.02 RELATED SECTIONS --• A. Section 01010 - Summary of Work. B. Section 01400 - Quality Control: Manufacturers' field services and reports. C. Section 01700 - Contract Closeout: Contract warranty, manufacturer's certificates and closeout submittals. 1.03 SUBMITTAL PROCEDURES A. Transmit each submittal as follows: Identify Project, Contractor, Sub -contractor and major supplier. Identify pertinent drawing sheet and detail number and specification section. B. Unless otherwise directed in Technical Sections, or by the Archited-Enginea, deliver submittals to the ArchitedJEngineerat 1919 Broadway, Lubbock, Texas 79401, at the Pre -construction Conference or as promptly after the conference as possible. C. After Archkect/Fanginee's review of Submittals, revise and resubmit as required, identifying changes made since last submittal. D. Sequentially number the transmittal forms. Resubmittals to have original number with an alphabetic suffix. E. Apply Contractor's stamp, sighed or initialed certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination ofinfomhation, is in accordancewiththe requirements ofthe Work and Contract Documents. F. Identify variations from Contract. Documents and Product or system limitations which maybedetrim ntaltosuccessfulpeformance ofthe completed Work G. Provide space for Contractor and Arc hitect/E nginee's review stamps. 1.04 PROPOSED PRODUCTS LIST A. Within 15 days after date of Notice to Proceed, submit complete list of major products proposed for use, with name of manufacture, trade name, and model number of each product. B. For products specified only by reference standards, give manufacture, trade name, model or catalog designation, and reference standards. 1.05 SHOP DRAWINGS A. Submit in the form of one reproducible transparency and two bluefine reproductions. 1.06 PRODUCT DATA _. A. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this Project. tE B. Submit three (3) copies which will be retained by the Ardhited/Fngineer. 1.07 SAMPLES SUBMITTALS SECTION 01300 -1 1.08 1.09 1.10 A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. B. Submit samples of finishes from the full range of manufacturers' standard colors, textures, and patterns for Architect/Engineer's selection. C. Include identification on each samples with full Project information. D. Submitthenumber orsamples specified in individual specification Sections; one ofWhichw ill be retained bythe Archited/Engincer. E. Reviewed samples which may be used in the Work are indicated in individual specification Sections. MANUFACTURER'S INSTRUCTIONS A sp sp ons, p ery, storage, assembly, A. When specified in individual specification Sections, submit manufactures' rinted instructions for delivery, " installation, start-up, adjusting, and finishing, in quantities specified for Product Data. B. Identify conflicts between manufacturers' instructions and Contract Documents. MANUFACTURER'S CERTIFICATES A. When specified in individual specification Sections, submit manufacturers'cedificaleto Architect/Engineer for review, in quantities . speed for Product Data. B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits, and certifications as appropriate. t._h C. Certificates may be recent or previous test results on material or Product, but must be acceptable to the Ardhited/Engineer. - SUBMITTALS REQUIRED A. Section 01045 - Cutting and Patching 1. Cutting Requests. B. Section 02050 - Demolition .j 1. Salvage and Demolition Procedures. C. Section 06100 - Rough Carpentry 1. Samples D. Section 07212 - Board Insulation 1. Product Data. 2. Manufacturer's Certificate. 3. Sample. E. Section 07600 - Sheet Metalwork, General 1. Shop Drawings. 2. Manufacture's Certificate. F. Section 07920 - Caulking and Sealants 1. Product Data. 2. Manufacturer's installation instructions. 3. Samples. 4. Certificate of Compliance. j G. Section 08110 - Standard Steel Doors and Frames 1. Product Data. 2. Manufacturer's Certificate. 3. Shop Drawings. H. Section 08201 - Wood Doors 1. Product Data. 2. Manufacturer's Certificate. 3. Shop Drawings. I. Section 08700 - Door Hardware 1. Product Data. 2. Manufacturer's installation instructions. 3. Certificate of Compliance. 4. Hardware Schedule. 5. Keying Schedule. i 6. Spare Parts Data. j 7. Maintenance instructions. F SUBMITTALS SECTION 01300 - 2 i i I Section 09250 - Gypsum Board Systems 1. Product Data. 2. Product Certificate. 3. Detail Drawings. K. Section 09900 - Painting 1. Product Data. 2. Paint and/or Stain Samples. 3. Certificate of Lead Compliance. 4. Paint Schedule L. Section 15805 - Air Supply & Distribution System at alternate #1 1. Product Data. 2. Product Descriptions. 3. Shop Drawings. 4. Operating Instructions. 5. Maintenance Instructions. 6. Spare Parts Data. 7. Performance Test Reports. M. Section 16415 -Electrical Work: Interior 1. Catalog Cuts. 2. Manufacturer's Technical information. 3. Shop Drawings. 1.11 SPECIAL NOTE - COMMENCEMENT OF WORK A. No Work in any Technical Section shall be commenced until all related submittals are approved by the Arcked/Engineer. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION SUBMITTALS SECTION 01300 - 3 SECTION 01310 PROGRESS SCHEDULES PART1 GENERAL 1.01 SECTION INCLUDES A. Format. B. Content. C. Revisions to schedules. D. Submittals. 1.02 RELATED SECTIONS A. Section 01010 - Summary of Work 01011 - Summary of Project: Work sequence. B. Section 01019 - Contract Considerations: Schedule of Values. C. Section 01019 - Contract Considerations - Applications for Payment: Application for payment. D. Section 01300 - Submittals: Shop drawings, product data, and samples. 1.03 FORMAT A. Prepare network analysis system using the critical path method, as outlined in The Associated General Contractors of America (AGC) publication '"Ihe Use of CPM in Construction - A Manual for General Contractors". B. Sequence of Listings: The chronological order ofthe start of each item of Work. C. Scale and Spacing: To provide space for notations and revisions. D. Sheet Size: Minimum 22 x 17 inches and/or Multiples of 8-1/2 x 11 inches. 1.04 CONTENT A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction. B. Identify each item by specification Section number. C. Identify work of separate stages and/or separate floors and other logically grouped activities. D. Provide sub -schedules for each stage of Work identified in Section 01010. E. Provide sub -schedules to define critical portions of the entire Schedule. F. Show accumulated percentage of oompletioan of each item, and total pa=tage of Work completed, as of the first day of each month. G. Provide separate schedule of submittal dates for shop drawings, product data, and samples, including Owner furnished products and Products identified under Allowances, if any, and dates reviewed submittals will be required from Architect/Engineer. Indicate decision data for selection of finishes. H. Indicate delivery dates for Owner furnished products and Products identified under Allowances, if any. I. Coordinate content with Schedule of Values specified in Section 01019. 1.05 REVISIONS TO SCHEDULES A. Indicate progress of each activity to date of submittal, and projected completion date of each activity. B. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes. C. Provide narrative report to define problem areas, anticipated delays, and impact on Schedule. Report corrective action taken, or proposed, and its effect mcludingihe effect of changes on schedules of separate contractors. 1.06 SUBMITTALS A. Submit preliminary outline Schedules within 15 days after date of Owner -Contractor Agreement or as established by a Noticeto PROGRESS SCHEDULES SECTION 01310 -1 C. Where mock-up is specified in individual Sections to be removed, clear area after mock-up has been accepted by Ardritect/Fnginew. 1.07 INSPECTION AND TESTING LABORATORY SERVICES A. Contractor shall pay for services of an independent firm to perform inspection and testing B. The independent firm will perform inspections, tests, and other services specified in individual specification Sections andasrequired by the Architect/Engineer. C. Rep orts will be submitted bythe independent firmto the Architect/Engincer, in triplicate, indicating observations and results oftests and indicating compliance or non-compliance with Contract Documents. D. Cooperate with independent firm; furnish samples ofmaterials, design mix, equipment, tools, storage and assistance as requested E. Notify Architect/Engineer and independent firm 24 hours prior to expected time for operations requiring services. F. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use. G. Retesting required because of non-conformanoeto specified requirements shall be performed by the same independent firm on instructions by the Archited/Fnginee•. Payment for retesting will be paid by the Contractor. 1.08 MANUFACTURERS' FIELD SERVICES AND REPORTS A. Submit qualifications ofobserverto Architect/Engineer 30 days in advanceofrequired observations. Observer subject to approval of Contracting Officer. B. WhenspecifiedinindividualspecifcationSections,requirematerialorProductsuppliersormanufacturerstoprovidequalifiedstaff personnel to observe site conditions, conditions of surfaces and installation, quality ofworkmanship, start-up of equipment, test, adjust, and balance of equipment as applicable, and to initiate instructions when necessary. C. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. D. Submit report in triplicate within 30 days of observation to Archited/Enginew for review. PART2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION QUALITY CONTROL SECTION 1400 - 2 SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART1 GENERAL 1.01 SECTION INCLUDES A. Temporary Utilities: Electricity, lighting heat, ventilation, telephone service, water, and sanitary facilities. B. Temporary Controls: Barriers, enclosures and fencing protection ofthe Work, and water control. C. Construction Facilities: Parking progress cleaning and temporary buildings. 1.02 RELATED SECTIONS A. Section 01560 - Temporary Controls. B. Section 01700 - Contract Closeout: Final cleaning 1.03 TEMPORARY ELECTRICITY A. Conned to existing power service. All electricity required for the Work in this Contract will be made available to the Contractor at no charge. Power consumption shall not disrupt Owner's need for continuous service. B. Power Outage: If a power outage is anticipated for this project. Contractor shall coordinate this outage with the Owner's Representative as stated elsewhere in these Specifications. Power outage shall occur over oneweekend period only. Ifneeded, the Contractor shall make all necessary connections required to obtain power during this outage. C. Contractor shall at his own expense, and in a manner acceptable to the Archked/Engineer, install and maintain any connections necessaryto utilize utilities. This includes Ground Fault Circuit Interrupter (GFCI) plugs and any other appurtenances necessary to completethe Work. Connections shall be left at the end of construction in the same condition as at the beginning D. In return for free use of electricity, Contractor agrees to insure that all electricity is carefully conserved. 1.04 TEMPORARY LIGHTING A. Provide and maintain lighting for construction operations to achieve a minimum lighting level required by OSHA- B. Provide and maintain l watt/sgft lightingto exterior staging and storage areas after dark for security purposes. C. Provide and maintain 1 watt/sq ft lighting to interior work areas after dark for security purposes. D. Maintain lighting and provide routine repairs. E. Permanent building lighting may be utilized during construction. 1.05 TEMPORARY HEAT A Provide and pay for heat devices and heat as required to maintain specified conditions for construction operations. B. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress, unless indicated otherwise in specifications. 1.06 TEMPORARY VENTILATION A Ventilate enclosed areas to assist cure ofmaterials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. B. Extend and supplement equipment with temporary fan units as required to maintain clean air for construction operations. C. Protect non -construction areas from fumes and odor of curing materials, construction dust, and vapors. 1.07 TEMPORARY WATER SERVICE A Connect to existing water source for construction operations. B. Contractor will pay cost of water used. Exercise measures to conserve water. C. Provide accessible potable water for drinking purposes at the job site. 1.08 TEMPORARY SANITARY FACILITIES CONSTRUCTION FACILITIES & TEMPORARY CONTROLS SECTION 01500 -1 A Provide and maintain required facilities and enclosures. Existing facilities shall not be used. 1.09 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas andto protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide protection for plant life designated to remain. Replace damaged plant life. C. Protect non -owned vehicular traffic, stored materials, site and structures from damage. 1.10 FENCING " A. Construction: Commercial grade chain link fence. B. Provide 6 foot high fence around storage site; equip with vehicular and pedestrian gates with locks as needed. 1.11 EXTERIOR ENCLOSURES A Provide temporary weather -tight closure of exterior openings as required to accommodate acceptable working conditions and protection for Products, to allow forte porary heating and maintenance ofrequired ambient temperatures identified in individual specification Sections, and to prevent entry of unauthorized persons. Provide access doors with self -closing hardware and locks. 1.12 INTERIOR ENCLOSURES A. Provide temporary partitions and ceilings as required to separate work areas from Owner occupied areas, to prevent penetration ' of dust and moisture into Owner occupied areas, and to prevent damage to existing materials and equipment. B. Construction: Framing and plywood sheet materials with closed joints and sealed edges at intersections with existing surfaces; insulated to R 19; STC rating of 35 in accordance with ASTM E90; maximum Flame Spread Rating of 75 in accordance with ASTM E84. C. Paint surfaces exposed to view from Owner occupied areas. 1.13 PROTECTION OF INSTALLED WORK A Prated installed Work and provide special protection where specified in individual specification Sections. f B. Providetemporary and removable protection for installed Products. Control activity in immediate work area to minimize damage. � C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement ofheavy objects, by protecting with durable sheet materials. E. Prohibit traffic from landscaped areas. 1.14 SECURITY A. Provide security and facilities as requiredtoprotcd Work, and existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. B. Coordinate with Owncis security program 1.15 ACCESS ROADS A. Designated existing on -site roads may be used for cm►s4ruction traffic. 1.16 PARKING A. Limited parking shall be made available to the Contractor and workers at the project site. 1.17 PROGRESS CLEANING A Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. r B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, priorto enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaningto eliminate dust. t D. Remove waste materials, debris, and rubbish from site periodically and dispose off -site. CONSTRUCTION FACILITIES & TEMPORARY CONTROLS SECTION 01500 - 2 ,3 1.18 PART 2 PART FIELD OFFICES AND SHEDS A. Office: Va*requiremeaits offield offices and she&withtheArchited/Engineapriorto begiuningthe Work When required, field office shall be weather4ight, with lighting electrical outlets, heating cooling and ventilating equipment, and equipped with sturdy furniture drawing rack and drawing display table. B. Locate offices and sheds a minimum distance of 30 feet from existing structures. PRODUCTS Not Used EXECUTION Not Used END OF SECTION CONSTRUCTION FACILITIES & TEMPORARY CONTROLS SECTION 01500 - 3 SECTION 01560 TEMPORARY CONTROLS PART1 GENERAL 1.01 SECTION INCLUDES A Dust Control. B. Erosion and Sediment Control. C. Noise Control. D. Pollution Control. 1.02 RELATED SECTIONS A Section 01010 - Summary of Work B. Section 01039 - Coordination and Meetings. C. Section 01500 - Construction Facilities and Temporary Controls: Construction cleaning: Traffic regulation. 1.03 DUST CONTROL A Execute Work by methods to minimize raising dust from construction operations. B. Provide positive means to prevent air-bome dust from dispersing into atmosphere. C. Limit dust infiltration as needed to protect the office equipment (computers, etc.) within the building. 1.04 EROSION AND SEDIMENT CONTROL A. Plan and execute construction by methods to control surface drainage from carts and fills, from borrow and waste disposal arras. Prevent erosion and sedimentation. B. Minimize amount of bare soil exposed at onetime. C. Limit amount of sod removal to that required for placing concrete foundations/footings, conduit and piping and to prevent unnecessary erosion oftopsoil. 1.05 NOISE CONTROL A. Plan and execute construction by methods which control noise levels. B. Noise levels shall not exceed those recommended by OSHA for occupied areas during construction. 1.06 POLLUTION CONTROL A. Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. PART2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION TEMPORARY CONTROLS SECTION 01560 -1 SECTION 01600 MATERIAL AND EQUIPMENT PART1 GENERAL 1.01 SECTION INCLUDES A. Products. B. Transportation and handling. C. Storage and protection. D. Product options. E. Substitutions. 1.02 RELATED SECTIONS A Instructions to Bidders: Product options and substitution procedures. B. Section 01300 - Submittals: Submittal procedures C. Section 01400 - Quality Control: Product quality monitoring. 1.03 PRODUCTS A. Products: Means new material, machinery, components, equipment, factures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Do not use materials and equipment removed from existingpremises, except as specifically permitted by the Contract Documents, C. Provide interchangeable components of the same manufacturer, for similar components. 1.04 TRANSPORTATION AND HANDLING A. Transport and handle products in accordance with manufacturer's instructions. B. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged C. Provide equipment and persomhel to handle products by methods to prevent soiling, disfigurement, or damage. 1.05 STORAGE AND PROTECTION A. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather-tigli , climate controlled enclosures. B. For exterior storage of fabricated products, place on sloped supports, above ground C. Provide off -site storage and protection when site does not permit on -site storage or protection. D. Coverproductssubjed to deterioration with impervious sheet covering. Provide ventilation to avoid condensation, E. Store loose granular materials on solid flat surfaces in a well -drained area, Prevent mixing with foreign matter. F. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. G. Arrange storage of products to pant access for inspection. Periodically inspect to assure products are undamaged and are maintained under specified conditions. 1.06 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product medingthose standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. MATERIAL AND EQUIPMENT SECTION 01600 -1 1.07 PART 2 PART SUBSTITUTIONS A The Architect will consider requests for Substitutions only within 15 days after date established in Notice to Proceed. B. Substitutions may be considered when a product becomes unavailable through no fault ofthe Contractor. C. Document each request with complete data substantiating compliance ofproposed Substitution with Contract Documents. D. A request constitutes a representation that the Bidder: 1. Has investigated proposed product and determined that it meets or exceeds the quality level ofthe specified product. 2. Will provide the same warranty for the Substitution as for the specified product. 3. Will coordinate installation and make changes toother Work which may be required for the Work tobe complete with no additional cost to the Owner. E. Substitutions will net be considered when they are indicated or implied on shun drawing or product data submittals, WITHOUT SEPARATE WRITTEN REQUEST, or when acceptance will require revision to the Contract Documents. F. Substitution Submittal Procedure: 1. Submit three (3) copies ofrequest for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. 3. The Architect/Engineer will notify Contractor, in writing, of decision to accent or reject request. PRODUCTS Not Used EXECUTION Not used END OF SECTION MATERIAL AND EQUIPMENT SECTION 01600 - 2 SECTION 01650 STARTING OF SYSTEMS PARTI GENERAL 1.01 SECTION INCLUDES A. Starting systems. B. Demonstration and instructions. C. Testing adjusting, and balancing, 1.02 RELATED SECTIONS A. Section 01400 - Quality Control: Manufacturers field reports. B. Section 01700 - Contract Closeout: System operation and maintenance data and extra materials. 1.03 STARTING SYSTEMS A. Coordinate schedule for start-up of various equipment and system. B. Notify Archited/Frhgineer seven days prior to start-up of each item. C. Wrilythateach pieceof equipment or systernhasbeert checked forproper lubrication, drive rotation, beittension, control sequence, or other conditions which may cause damage. D. Verify that tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. E. Verify wiring and support components for equipment are complete and tested F. Execute start-up under supervision of responsible manufacturer's representative or Contractors' personnel in accordance with manufacturers' instructions. G. When specified in individual specification Sections, require manufacturerto provide authorized mpresentativeto bepresent at site to inspect, check and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation. H. Submit a written report in accordancewith Section 01400 that equipment or system has been properly installed and is functioning correctly. 1.04 DEMONSTRATION AND INSTRUCTIONS A. Demonstrate operation and maintenance of Products to Owner's personnel two weeks prior to date of Substantial Completion. B. Demonstrate Project equipment and Instruct in a classroom environment located at the Site and instructed by a qualified manufacturers' representative who is knowledgeable about the Project. C. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months. D. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Owners' personnel in detail to explain all aspects of operation and maintenance. E. Demonstrate start-up, operation, control, adjustment, trouble -shooting servicing maintenance, and shutdown of each item of equipment at scheduled times, at equipment location. F. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction. G. The amount oftime required for instruction on each item of equipment and system is that specified in individual sections. 1.05 TESTING, ADJUSTING, AND BALANCING A. Owner will appoint and employ services of an independent firm to pefotmtesting adjusting and balancing, Contractor shall pay for services. B. The independent firm will perform services as required to test and balance systems. STARTING OF SYSTEMS SECTION 01650 -1 C Reports will be submitted by the independent firm to the Architect/Engineer indicating observations and results of tests and indicating compliance or non-compliance with specified requiremeAs and with the requirements of the Contract Documents. PART PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION STARTING OF SYSTEMS SECTION OI650 - 2 SECTION 01700 CONTRACT CLOSEOUT PART1 GENERAL 1.01 SECTION INCLUDES A. Closeout procedures. B. Final cleaning, C. Adjusting, D. Project record documents. E. Operation and maintenance data. F. Warranties. G. Spare parts and maintenance materials. 1.02 RELATED SECTIONS A. Section 01500 - Construction Facilities and Temporary Controls: Progress cleaning. B. Section 01650 - Starting of Systems: System start-up, testing, adjusting, and balancing. C. Section 01730 - Operation and Maintenance Data. D. Section 01740 - Warranties and Bonds. 1.03 CLOSEOUT PROCEDURES A Submit written oertification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Architec /Engineces inspection. B. Provide submittals to Architect/Engineer that are required by governing or other authorities. C. Submit final Application for Payment identifyingtotal adjusted Contract Sum, previous payments, and sum remaining due. 1.04 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean interior and exterior glass and surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparmt and glossy surfaces, vacuum carpeted and soft surfaces. C. Clean equipment and fndures to a sanitary condition. D. Clean permanent type filters and replace disposabletype filters of operating equipment. E. Clean debris from roofs, gutters, downspouts, and drainage systems. F. Clean site; sweep paved areas, rake clean landscaped surfaces. G. Remove waste and surplus materials, rubbish, and omshvction facilities from the site. 1.05 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.06 PROJECT RECORD DOCUMENTS A. Maintain on site, one set ofthe following record documents; record actual revisions to the Work: 1. Contract Drawings. 2. Specifications. 3. Addenda. CONTRACT CLOSEOUT SECTION 1700 -1 4. Change Orders and other Modifications to the Contract- 7'. S. Reviewed shop drawings, product data, and samples. B. Store Record Documents separate from documents used for construction. a C. Record information concurrent with construction progress. D. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: I 1. Manufacturer's name and product model and number. 2. Product substitutions or allemates utilized. 3. Changes made by Addenda and Modifications. E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: t 1. Measured depths of foundations in relation to finish floor datum 2. Measuredhorizontal and vertical locations ofunderground utilities and appurtenances, rdercricedtopamanent surface improvements. 3. Measured locations ofinternal utilities and appurtenances concealed in construction, refercneedto visible and accessible features of the Work 4. Field changes of dimension and detail. S. Details not on original Contract Drawings. i F. Delete Arclhitect/Fanginee• title block and seal from all documents. G. Submit documents to Architect/Engineer with claim for final Application for Payment. 1.07 OPERATION AND MAINTENANCE DATA l A. Submit two sets priorto final inspection, bound in 8-1/2 x 11 inch text pages, three D side ring capacity expansion binders with durable plastic coves. B. Prepare binder covers with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS", title ofproject, and subject matter of binds when multiple binders are required. C. Internally subdivide the binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. D. Contents: Prepare a Table of Contents for each volume, with each Product or system description identified, type on 24 pound white... paper- E. Part 1: Directory, listing names, addresses, and telephone numbers of Architect/Engineer, Contractor, Subcontractors, and major equipment suppliers. F. Part 2: Operation and maintenance instructions, arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following: 1. Significant design criteria. 2. List of equipment- 3. Parts list for each component. 4. Operating instructions. S. Maintenance instructions for equipment and systems. 0 11 6. Maintenance instructions for special finishes, including recommended cleaning methods and materials and special precautions identifying detrimental agents. O. Part 3: Project documents and certificates, including the following: 1. Shop drawings and product data. 2. Air and water balance reports. CONTRACT CLOSEOUT SECTION 1700 - 2 3. Certifies. 4. Photocopies of warranties and bonds. H. Submit one copy of completed volumes in final form 15 days prior to final inspection. This copy will be returned after final inspection, with Ardutect/Engineer commeats. Revise content of documents as required prior to final submittal. I. Submit final volumes revised, within ten days after final inspection. 1.08 WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontradors, suppliers, and manufacturers. C. Provide Table of Contents and assemble in three D side ring binder with durable plastic cover. D. Submit prior to final Application for Payment. E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within tan days after acceptance, listing date of acceptance as start ofwarranty period 1.09 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. B. Deliver to Project site and place in location as directed; obtain receipt prior to final payment. 1.10 AS -BUILT DRAWINGS A. At final inspection, Contractor shall provide a red -marked sot ofblue line drawings in accordance with the latest as -built conditions. PART 2 PRODUCTS Not used PART 3 EXECUTION Not used END OF SECTION CONTRACT CLOSEOUT SECTION 1700 - 3 SECTION 01710 FINAL CLEANING PART1 GENERAL 1.01 SECTION INCLUDES A. Final cleaning, 1.02 RELATED SECTIONS A. Section 01500 - Construction Facilities and Temporary Controls: Progress cleaning. 1.03 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean interior and exterior glass and surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Clean equipment and fixtures to a sanitary condition. D. Replace filters of operating equipment. E. Clean site; sweep paved areas, rake clean landscaped surfaces. F. Remove waste and surplus materials, rubbish, and construction facilities from the site. PART2 PRODUCTS Not used PART 3 EXECUTION Not used END OF SECTION FINAL CLEANING SECTION 01710 -1 SECTION 01730 OPERATION AND MAINTENANCE DATA PARTI GENERAL 1.01 SECTION INCLUDES A. Format and oontmt of manuals. B. Instruction of Owner's personnel. C. Schedule of submittals. 1.02 RELATED SECTIONS A. Section 01300 - Submittals: Shop drawings, product data, and samples. B. Section 01400 - Quality Control: Manufacturer's instructions. C. Section 01400 - Quality Control: Test and balance reports. D. Section 01600 - Material and Equipment: Systems demonstration. E. Section 01700 - Contract Closeout: Contract Closeout Procedures and Project Record Documents. F. Section O1740 - Warranties and Bands. G. Individual Specifications Sections: Specific requirements for operation and maintenance data. 1.03 QUALITY ASSURANCE A. Prepare instructions and data by personnel experienced in maintenance and operation of described products. 1.04 FORMAT A. Prepare data in the form of an instructional manual. B. Binders: Commercial quality, 8-1/2 x 11 inch three-ring binders with hardback, cleanable, plastic covers; one inch maximum ring size. When multiple binders are used, correlate data into related consistent groupings. C. Cover: IdentifyeachbinderwithtypedorprintedtitleOPERATIONANDMAINTENANCEINSTRUCTIONS;listtitleofProjed and separate building; identify subject matted of contents. D. Arrange oohten by systems under section numbers and sequence of Table of Contents ofthis Project Manual. E. Provide tabbed fly leaf for each separate product and system, with typed description ofproduct and major component parts of equipment. F. Text: Manufacturer's printed data, or typewritten data on 20 pound paper. G. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawingsto size oftext pages. 1.05 CONTENTS, EACH VOLUME A. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of Architect/Fngincer, subconsultants, and Contractor with name of responsible parties; schedule of products and systems, indexed to content ofthe volume. B. For Each Product or System: List names, addresses andtelephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts. C. Product Data: Mark each sheetto clearly identify specific products and component pads, and data applicableto installation. Delete inapplicable information. D. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings. E. Type Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions specified in Section 01400. F. Warranties and Bonds: As specified in Section O1740. OPERATION AND MAINTENANCE DATA SECTION 01'730 -1 1.06 MANUAL FOR MATERIALS AND FINISHES A Building Products, Applied Materials, and Finishes: Include product data, with catalog number, size, composition, and color and texture designations. Provide information for ro-ordering custom manufactured products. B. Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and methods, precautions t against detrimental agents and methods, and recommended schedule for cleaning and maintenance. C. Moisture Protection and Weather Exposed Products: Include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair. J D. Additional Requirements: As specified in individual product specification Sections. E. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data. 1 1.07 MANUAL FOR EQUIPMENT AND SYSTEMS A Each Item of Equipment and Each System: Include description of unit or system, and component parts. Identify function, normal operating characteristics, and limiting conditions. Include performance carves, with engineering data and tests, and complete nomenclature and commercial number of replaceable parts. B. Panelboard Circuit Directories: Provide electrical service characteristics, controls and communications. C. Include color coded wiring diagrams as installed. D. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut -down, and emergency instructions. Include summer, winter, and any special operating instructions. E. Maintenance Requirements: Include routine procedures and guide for trouble -shooting disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing and checking instructions. F. Provide servicing and lubrication schedule, and list of lubricants required G. Include manufacturer's printed operation and maintenance instructions. H. Include sequence of operation by controls manufacturer. I. Provide original manufacturers parts list, illustrations, assembly drawings, and diagrams required for maintenance. J. Provide control diagrams by controls manufacturer as installed. K Provide Contractors coordination drawings, with color coded piping diagrams as installed L. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. M. Provide list of original manufacturers spare parts, current prices, and recommended quantities to be maintained in storage. N. Include test and balancing reports as specified in Section 01400. O. Additional Requirements: As specified in individual product specification Sections. P. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data. 1.08 INSTRUCTION OF OWNER PERSONNEL A Before final inspection, instruct Owners designated personnel in operation, adjustment, and maintenance ofproducts, equipment, and systems, at agreed upon times. B. For equipment requiring seasonal operation, perform instructions for other seasons within six months. C. Use operation and maintenance manuals as basis for instruction. Review contents ofmanual with personnel in detail to explain all aspects ofoperstion and maintenance. D. Prepare and insert additional data in Operation and Maintenance Manual when need for such data becomes apparent during instruction. 1.09 SUBMITTALS A Submit two copies ofpreliminary draft or proposed formats and outlines of contents before start of Work. Architect/Engineer will review draft and return one copy with comments. B. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit documents within ten days after acceptance. OPERATION AND MAINTENANCE DATA SECTION 01730 - 2 C. Submit one copy ofoompleted volumes in final form 15 days priorto final inspection. Copy willbereturnedafter final inspection, with Ardiited/E ngineer comments. Revise content of documents as required prior to final submittal. D. Submit two copies of revised volumes of data in final form within ten days after final inspection. 1.10 SCHEDULE OF SUBMITTALS A. Section 01300 - Submittals. PART PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION OPERATION AND MAINTENANCE DATA SECTION 01730 - 3 SECTION 01740 WARRANTIES AND BONDS PART GENERAL 1.01 SECTION INCLUDES A. Preparation and submittal. B. Time and schedule of submittals. 1.02 RELATED SECTIONS A. Section 00100 - Invitation to Bid and Document AIA A701- Instructions to Bidders: Bid Bonds. r-- B. Document AIAA201- General Conditions: PerformanceBond and Labor and Material Payment Bonds, Warranty, and Correction Of Work. C. Section 01700 - Contract Closeout: Contract closeout procedures. D. Section 01730 - Operation and Maintenance Data. E. Individual Specifications Sections: Warranties required for specific products or Work. 1.03 FORM OF SUBMITTALS A. Bind in commercial quality, 8-1/2 x 11 inch three-ring side binders with hardback, cleanable, plastic covers. B. Label cover of each binder with typed or printed title WARRANTIES AND BONDS, with title of Project; name, address and telephone number of Contractor and equipment supplier; and name of responsible principal. C. Table of Contents: Neatly typed, in the sequence ofthe Table of Contents ofthe Project Manual, with each item identified with the ` number and title of the specification Section in which specified, and the name ofthe product or work item D. Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing. Provide full information, using separatetyped sheets as necessary. List Subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal. 1.04 PREPARATION OF SUBMITTALS A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, supplies, and manufacturers, within ten days after oompletion ofthe applicable item or work. Except for items put into use with Owner's permission, leave date of beginning oftime of warranty until the Date of Substantial Completion is determined. B. Verify that documents are in proper form, contain full information, and are notarized. C. Co -execute submittals when required D. Retain warranties and bonds until time speed for submittal. 1.05 TIME OF SUBMITTALS A. For equipment or component parts of equipment put into service during oonstruction with Owners permission, submit documents within ten days after acceptance. B. Make other submittals within ten days after Date of Substantial Completion, prior to final Application for Payment C. For items of Work when acceptance is delayed beyond Date of Substantial Completion, submit within ten days after acceptance, fisting the date of acceptance as the beginning ofthe warranty period. 1.06 SCHEDULE OF SUBMITTALS A. Section 01300 - Submittals. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION WARRANTIES AND BONDS SECTION 01740 -1 SECTION 02072 MINOR DEMOLITION FOR REMODELING PART1 GENERAL 1.01 SECTION INCLUDES A. Removal of designated building equipment and fixtures. B. Removal of designated construction. C. Identification of utilities. 1.02 RELATED SECTIONS A. Section 01010 - Summary of Work: Work sequence and Owner's continued occupancy. B. Section 01039 -Coordination and Meetings C. Section 01120 - Alternation Project Procedures: Reinstallation ofremoved and stored equipment and materials. D. Section 01500 - Construction Facilities and Temporary Controls: Temporary enclosures, Security at Owner oocupied areas and cleanup during construction. E. Section 01700 - Contract Closeout: Project record documents. 1.03 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate demolition and removal sequence and location of salvageable items; location and construction of temporary work. C. Shop Drawings: Indicate areas for demolition, removal sequence and location of salvageable items. 1.04 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01700. B. Accurately record actual locations of capped utilities, and subsurface obstructions. 1.05 REGULATORY REQUIREMENTS A. Conform to applicable code for demolition work, safety of structure, and dust control. B. Obtain required permits from authorities. C. Notify affected utility companies before starting work and comply with their requirements. D. Do not close or obstruct egress width to exits. E. Do not disable or disrupt building fire or life safety systems without 7 day prior written notice to the Owner. F. Conform to procedures applicable when discovering hazardous or contaminated materials. 1.06 SEQUENCING A. Sequence work under the provisions of Section 0 10 10. 1.07 SCHEDULING A. Schedule work under the provisions of Section 01300. B. Schedule Work to coincide with renovation. C. Describe demolition removal procedures and schedule. D. Schedule any Masonry Demolition to coincide with laying of New Masonry and/or laying of Infill Masonry, E. Perform the Work between the hours of 8:00 a.m. and 5:00 p.m. MINOR DEMOLITION FOR REMODELING SECTION 02072 -1 PART 2 PRODUCTS t �- Not Used PART 3 EXECUTION 3.01 PREPARATION A. Provide, erect, and maintain temporary barriers at locations as required. B. Erect and maintain weatherproof closures for exterior openings. C. Erect and maintain temporary partitions to prevent spread of dust, odors and noise to permit continued Owner occupancy, as specified in Section 01010. D. Protect existing materials and which are not to be demolished. E. Prevent movement of structure, provide required bracing and shoring. F. Mark location of utilities. 3.02 DEMOLITION REQUIREMENTS A. Conduct demolition to minimize interference with adjacent and occupied building areas. B. Cease operations immediately if structure appears to be in danger. Notify Archited/Engineer. Do not resume operations until directed. C. Maintain protected egress and access to the Work. 3.03 DEMOLITION A. Disconnect and cap and identify designated utilities within demolition areas. B. Demolish in an orderly and careful manner. Protect existing supporting structural members. C. Except where noted otherwise, remove demolished materials from site. Do not bum or bury materials on site. D. Remove demolished materials from site as work progresses. Upon complction of work, leave areas in clean condition. E. Remove temporary Work - F. Any existing masonry to be demolished, any new opening(s) to be cut into existing masonry construction, or any existing opening(s) to be infilled with new masonry shall be `toothed in " as required to maintain the joint appearance ofthe existing/new masonry. 3.04 SCHEDULES A. Verify Owner requirements for removal, storing and protecting salvageable materials and equipment. B. Verify Owner requirements for retainage of materials and equipment. C. Verify Owner requirements for Owner removal and retainage of any material and equipment. (. D. Protect all existing materials and equipment. END OF SECTION MINOR DEMOLITION FOR REMODELING SECTION 02072 - 2 3 ft I[ SECTION 04100 MORTAR PART1 GENERAL 1.01 SECTION INCLUDES A. Mortar and grout for masonry. 1.02 RELATED WORK A. Section 01400 - Quality Control: Testing laboratory services. B. Section 08111- Standard Steel Doors and Frames: Grouting steel door frames. 1.03 REFERENCES A. ASTM C5 - Quicklime for Structural Purposes. B. ASTM C91- Masonry Cement. C. ASTM C94 - Ready -Mixed Concrete. D. ASTM C144 - Aggregate for Masonry Mortar. E. ASTM C150 - Portland Cement. F. ASTM C207 - Hydrated Lime for Masonry Purposes. G. ASTM C270 - Mortar for Unit Masonry. H. ASTM C387 - Packaged, Dry, Combined Materials, for Mortar and Concrete. I. ASTM C404 - Aggregates for Masonry Grout. J. ASTM C476 - Grout for Masonry. K. ASTM C595 - Blended Hydraulic Cement. L. ASTM C780 - Preoonstrudion and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry. M. ASTM C1019 - Method of Sampling and Testing Grout. 1.04 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Include design mix, indicate Proportion or Property method used, required environmental conditions, and admixture limitations. C. Samples: Submit under provisions of Section 01300. D. Samples: Submit two ribbons of mortar color, illustrating color and color range. E. Submit test reports under provisions of Section 01400. F. Submitted reports on mortar indicating conformanceto ASTM C270 and C780. G. Submit test reports on grout indicating conformance to ASTM C476 and C1019. H. Submit manufacture's certificate under provisions of Section 01400 that products meet or exceed specified requirements. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and prated products under provisions of Section 01600. C. Maintain packaged materials clean, dry, and protected against dampness, freezing, and foreign matter. 1.06 ENVIRONMENTAL REQUIREMENTS MORTAR SECTION 04100 -1 A Maintain materials and surrounding air temperatures to minimum 50 degrees F priorto, during and 48 hours after completion of masonry work. 1.07 MIX TESTS A Test mortar and grout in accordance with Section 01400. B. Testing of Mortar Mix: In accordance with ASTM C780. C. Test mortar mix for compressive strength, consistency, mortar aggregate ratio, water content, air content, and splitting tensile j strength. D. Testing of Grout Mix: In accordance with ASTM C 1019. E. Test mortar mix for compressive strength. -� PART PRODUCTS 2.01 MANUFACTURERS _9 A Atlas Minerals & Chemicals. 1 B. Gifford -Hill. C. Southern Grouts & Mortars. D. Substitutions: Under provisions of Section 01600. 3 2.02 MATERIALS A Portland Cement: ASTM C 150, Type I, gray color. B. Masonry Cement: ASTM C91, Type M. C. Mortar Aggregate: ASTM C 144, standard masonry type. D. Hydrated Lime: ASTM C207, Type S. �..� E. Quicldime: ASTM C5, non-hydraulietype. F. Grout Aggregate: ASTM C404. G. Grout Fine Aggregate: Bamk sand. H. Water: Clean and potable. J [ 2.03 MORTAR COLOR A Mortar Color. Mineral oxide pigment; color as selected by Architect/Engineer. 1. Color shall match color ofexistingmortar.. 2.04 ADMIXTURES A Plasticizer: Water reducingtype which reduces porosity and absorption to increase bond strength. B. Water Repellent: Liquid type. 2.05 MORTAR MIXES A Mortarfor Load Bearing Walls and Partitions: ASTM C270, Type S utilizingthe Proportion Methodto achieve 4000 psi strength. B. Mortar for Non -load Bearing Walls and Partitions: ASTM C270, Type S utilizing the Proportion Method to achieve 3000 psi strength. 111 C. Mortar for Reinforced Masonry: ASTM C270, Type M utilizing the Proportion Method to achieve 4000 psi strength. D. Pointing Mortar: ASTM C270, Type N, with maximum 2 percent ammonium stearate or calcium stearate per cement weight. E. Stain Resistant Pointing Mortar: One part Portland cement, 1/9 part hydrated lime, and two pads graded (80 mesh) aggregate, MORTAR SECTION 04100 - 2 t .� proportioned by volume. Add aluminum tristearate, calcium steande, or ammonium stearate equal to 2 percent of Portland cement by weight. FJ . F. Mortar. ASTM C270, Type S using the Property Method G. Pointing Mortar. ASTM C270, Type O, with maximum 2 percent ammonium stearate or calcium stearate per cement weight. 2.06 MORTAR MI RING A. Thoroughly mix mortar ingredients in quantities needed for immediate use in accordance with ASTM C270. �\ B. Add mortar color in accordance with manufacture's instructions. Provide uniformity of mix and coloration. C. Do not use anti -freeze compounds to lower the freezing point of mortar. D. If water is lost by evaporation, retenper only within two hours of mixing. v E. Use mortar within two hours after mixing at temperatures of 80 degrees F, or two -and -one-half hours at temperatures under 50 degrees F. a 2.07 GROUT MMS t A. Bond Beams and Lintels: 4000 psi strength at 28 days; 3-5 inches slump; mixed in accordance with ASTM C476 Fine grout. B. Engineered Masonry: 4000 psi strength at 28 days; 3-5 inches slump; mixed in accordance with ASTM C476 Fine grout. 2.08 GROUT MINING A. Mix concrete in accordance with ASTM C94. ' B. Add admixtures in accordance with manufacturer's instructions. Provide uniformity of mix. C. Do not use anti -freeze compounds to lower the freezing point of grout. PART 3 EXECUTION 3.01 EXAMINATION A. Request inspection of spaces to be grouted 3.02 PREPARATION A. Apply bonding agent to any existing concrete surfaces. B. Plug cleanout holes with masonry units to prevent leakage of grout materials. Brace masonry for wet grout pressure. 3.03 INSTALLATION L....: A. Install mortar and grout to requirements ofthe specific masonry Sections. B. Work grout into masonry cores and cavities to eliminate voids. C. Do not displace reinforcement while placing grout. D. Remove grout spaces of excess mortar. END OF SECTION MORTAR SECTION 04100.3 SECTION 04320 VENEER MASONRY SYSTEM PART1 GENERAL 1.01 SECTION INCLUDES .... A. Faoebrick units. fB. Reinforcement, anchorage, and aocessories. `! 1.02 I.! PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A. Section 07620 - Flashing and Sheet Meal: Placement of reglets for flashings. 1.03 RELATED SECTIONS A. Section 01400 - Quality Control: Testing laboratory services. ' B. Section 07900 - Joint Sealers: Rod and sealant at control and expansion joints. 1.04 REFERENCES A ANSI/ASTM A82 - Cold -Drawn Steel Wire for Concrete Reinforcement B. ANSI/ASTM C55 -Concrete Building Brick. C. ANSI/ASTM C216 - Facing Brick (Solid Masonry Units Made From Clay or Shale). D. ASTM A123 -Zinc (Hat -Dip Galvanized) Coatings on Iron and Steel Products. E. ASTM C90 - Hollow Load Beating Concrete Masonry Units. F. ASTM C129 - Non -Load Bearing Concrete Masonry Units. G. MAC - International Masonry Industry All -Weather Council: Recommended Practices and Guide Specification for Cold Weather Masonry Construction. 1 t 1.05 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Submit samples under provisions of Section 01300. C. Submit four samples of face brick units to illustrate color, texture and extremes of color range. D. Submit manufacturer's certificate under provisions of Section 01400 that products meet or exceed specified requirements. E. Submit manufacturer's installation instructions under provisions of Section 01300. ? 1.06 QUALIFICATIONS A. Installer: Company specializing in performing the work ofthis Section with minimum five years documented experience. 1.07 MOCK-UP j A. Erect facebrickto 3x4 feet panel size, include specified mortar and aocessories. B. When accepted, mock-up will demonstrate minimum standard for the Work. Mock-up may remain as part of the Work. 1.08 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. 1.09 ENVIRONMENTAL REQUIREMENTS A. Cold Weather Requirements: IMIAC - Recommended Practices and Specifications for Cold Weather Masonry Construction. VENEER MASONRY SYSTEM SECTION 04320 -1 1.10 SEQUENCING AND SCHEDULING A Coordinate work under provisions of Section 01040. B. Coordinate the masonry work with installation of door frame anchors. 1.11 EXTRAMATERIALS t A Submit under provisions of section 01700. i B. Furnish 50 of each size, color, and type of veneer masonry units. PART PRODUCTS 2.01 MANUFACTURERS - BRICK UNITS ' �J A Henderson Clay Products. B. ACME Brick Company. C. U. S. Brick. D. Substitutions: Under provisions of Section 01600. 2.02 BRICK UNITS A Face Brick- ANSI/ASTM C216, Type FBS, Grade MW; Brick and color of brick to match existing. B. Hollow Facing and Building Brick- ANSUASTM C652, Grade SW, Type HBS; color as selected. C. Special Brick Shape: Shaped to profile indicated, surface texture on exposed sides. 2.03 REINFORCEMENT AND ANCHORAGE' A Joint Reinforcement: Truss or Laddertype-, hot dip galvanized after fabrication cold -drawn steel conformingto ANSI/ASTM A82, 3/16 inch side rods with 3/16 inch cross ties; Equal to that manufactured by Dur-O-Wall. B. Corrugated Formed Shed Metal Wall Ties for Construction Other Than Unit Masonry: size as recommended by Brick Manufacturer, galvanized steel finish. 2.04 FLASHINGS A Galvanized Steel: ASTM A525, G90 finish, 24 gage core steel. 2.05 ACCESSORIES A Preformed Control Joints: Rubber material. Provide with comer and tee accessories, heat fused joints. 4 B. Joint Filler: Closed cell polyvinylchloride; oversized 50 percent to joint width; self -expanding. I. j C. Building Paper: #15 asphalt saturated felt. D. Nailing Strips: Softwood, preservative treated for moisture resistance, dovetail shape, sized to masonry joints. E. Weep Holes: Galvanized steel tubes wick filled F. Cleaning Solution: Non -acidic, not harmful to masonry work or adjacent materials. PART 3 EXECUTION 3.01 EXAMINATION A Verify that field to conditions are acceptable and are ready rceeive work. B. Verify items provided by other sections of work are properly sized and located. C. Beginning of installation means installer accepts existing conditions. 3.02 PREPARATION A Direct and coordinate placement of metal anchors supplied to other Sections. r. j B. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent 61 VENEER MASONRY SYSTEM SECTION 04320 - 2 � ,.I bracing. 3.03 COURSING A. Establish lines, levels, and coursing indicated Protect from displacement. B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness. C. Lay brick units in running bond. Coursethree brick units and three mortar joints to equal 8 inches. Form concave mortar joints. 3.04 PLACING AND BONDING A. Lay solid masonry units in full bed of mortar, with full head joints, uniformlyjointed with other work. B. Lay hollow masonry units with face shell bedding on head and bed joints. C. Buttering comers of joints or excessive furrowing of mortar joints arenot permitted D. Remove excess mortar as Work progresses. E. Interlock intersections and external comers F. Do not shift ortap masonry units aftermortarhas achieved initial set. Where adjustment must be made, removemortar and replace. G. Perform jobsite cutting of masonry units with proper tools to provide straight, clean, unc hipped edges. Prevent broken masonry unit comers or edges. H. Isolatetop joint ofmasonry partitions from horizontal structural framing members and slabs or decks with compressible joint filler. 3.05 WEEPS AND VENTS A. Install weep holes in veneer at 32 inches on center horizontally above through wall flashing and at bottom of walls. 3.06 CAVITY BEHIND VENEER A. Do not permit mortarto drop or accumulate into cavity air space or to plug weep holes. 3.07 REINFORCEMENT AND ANCHORAGES A. Install horizontal joint reinforcement 16 inches oc. B. Place masonry joint reinforcement in first and seoondhorizontal joints above and below openings. Extend minimum 16 inches each side of opening. C. Place joint reinforcement continuous in first and second joint below top of walls. D. Lap joint reinforcement ends minimum 6 inches. Extend minimum 16 inches each side of openings. E. Secure wall ties to stud framed back-up and embed into masonry veneer at maximum 16 inches oc vertically and 36 inches oc horizontally. Place at maximum 3 inches oc each way around perimeter of openings, within 12 inches of openings. F. Reinforce joint comers and intersections with strap anchors 16 inches oc. 3.08 MASONRY FLASHINGS A. Extend flashings under veneer, turn up minimum 8 inches and bed into mortar joint of masonry back-up. B. Lay end joints minimum 6 inches and seal watertight. C. Use flashing manufacturer's recommended adhesive and sealer. 3.09 LINTELS A. Install loose steel lintels over window openings, door openings and other openings. B. Maintain minimum 8 inch bearing on each side of opening. 3.10 CONTROL AND EXPANSION JOINTS A. Do not continue horizontal joint reinforcement through control and expansion] joints. B. Install preformed control joint device in continuous lengths. Seal butt and comer joints in accordance with manufacturer's instructions. VENEER MASONRY SYSTEM SECTION 04320 - 3 3.11 3.12 3.13 3.14 3.15 C. Size control joint in accordance with Section 07900 for sealant performance. D. Form expansion joint as detailed TOLERANCES A Maximum Variation From Unit to Adjacent Unit: 1/32 inch. B. Maximum Variation From Plane of Wall: 1/4 inch in 10 fed and 1/2 inch in 20 fed or more. C. Maximum Variation From Plumb: 1/4 inch per story non -cumulative, Vz inch in two stories or more. D. Maximum Variation From Level Coursing: 1/8 inch in 3 fed and 1/4 inch in 10 fed;1/z inch in 30 feet. E. Maximum Variation of Joint Thickness: 1/8 inch in 3 fed. CUTTING AND FITTING A Cut and fit for conduit, sleeves, and other penetrations. Coordinate with other Sections ofworkto provide correct size, shape, and location. B. Obtain Archited/E ngineer approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired. CLEANING A Clean work under provisions of Section 01700. B. Remove excess mortar and mortar smears. C. Replace defective mortar. Matdr adjacent work. D. Clean soiled surfaces with cleaning solution. E. Use non-mdallictools in cleaning operations. PROTECTION OF FINISHED WORK A Protect finished installation under provisions of Section 01500. B. Without damaging completed work, provideprotcctive boards at exposed external comers which maybe damaged by construction activities. SCHEDULES A Exterior Wall Veneer: Building exterior walls - Face brick veneer over back-up wall construction as detailed END OF SECTION VENEER MASONRY SYSTEM SECTION 04320 - 4 SECTION 06112 MISCELLANEOUS FRAMING AND SHEATHING PART1 GENERAL 1.01 SECTION INCLUDES A Miscellaneous framing and sheathing. 1.02 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A Section 05500 - Metal Fabrications: Placement of steel fabrications embedded, bearing upon and anchored into masonry. 1.03 RELATED SECTIONS NOT USED 1.04 REFERENCES A ALSC - American Lumba Standards Committee: Softwood Lumber Standards. B. ANSI/AHA A135.4 - Basic Hardboard. C. APA: American Plywood Association. D. NFPA National Forest Products Association. E. SPIB: Southern Pine hhspedion Bureau. F. WCLIB: West Coast Lumber Inspection Bureau. G. W WPA: Western Wood Products Association, 1.05 SUBMITTALS A Submit under provisions of Section 01300. B. Manufacturers Certificate: Certify that Products meet or exceed specified requirements. 1.06 QUALITY ASSURANCE A Perform Work in accordance with the following agencies: 1. Lumber Grading Agency: Certified by ALSC. 2. Plywood Grading Agency: Certified by APA. B. In lieu ofgrade stamping exposed to view lumberand plywood, submitmanufadure's certificateunderprovisions of Section 01400 that products med or exceed specified requirements. 1.07 QUALIFICATIONS A Design structural site fabricatedtrusses under direct supervision ofa Professional Structural Engineer experienced in design ofthis Work and licensed in the state where the Project is located 1.08 DELIVERY, STORAGE, AND HANDLING A Deliver, store, protect, and handle products to site under provisions of Section 01600. PART PRODUCTS 2.01 LUMBER MATERIALS A Lumber Grading Rules: NFPA, RIS, SPIB, WCLIB, and W WPA B. Miscellaneous Framing: Stress Group D, Yellow Pine species,19 percent maximum moisture content. 2.02 SHEATHING MATERIALS A Plywood Wall Sheathing: APA Rated Sheathing, Structural I, Span Rating 1; Exposure Durability 1; sanded. 2.03 ACCESSORIES MISCELLANEOUS FRAMING AND SHEATHING SECTION 06112 -1 ........ _ A. Fasteners and Anchors: r 1. Fasteners: Hot -dipped galvanized steel for high humidity and treated wood locations, unfinished steel elsewhere. 2. Drywall Screws: Bugle head, hardened steel, power driven type, length to achieve full penetration of sheathing substrate. 3. Anchors: Toggle bolt type for anchorageto hollow masonry. Expansion shield and lagbolttype for anchorage to solid masonry or concrete. Bolt or ballistic fastener for anchorages to steel. PART 3 EXECUTION 3.01 FRAMING A. Set members level and plumb, in corned position. B. Make provisions for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation ofpermanent bracing. C. Place horizontal members flat, crown side up. D. Construct load bearing framing members full length without splices. E. Double members at openings over 18 inches wide. Space short studs over and under opening to stud spacing, F. Coordinate installation oftoilct partitions, toilet accessories, fire extinguishers, and any/all other wall hung items with installation of solid blocking behind all wall mounted items. 3.02 SHEATHING A. Secure wall sheathing with long dimension parallel to wall studs, with ends over firm bearing and staggered. B. Install plywood to simple span. 3.03 TOLERANCES A. Framing Members: 1/4 inch from true position, maximum. 3.04 SCHEDULES A. Above Grade Stud Framing: S/P/F species, 19 percent maximum moisture content. B. Wall Sheathing: Plywood, 5/8 inch thick, 24 x 48 inch sized sheets, square edges; appearance grade facing inward C. Blocking: S/P/F species, 19 percent maximum moisture content; size as appropriate for wall hung item. END OF SECTION MISCELLANEOUS FRAMING AND SHEATHING SECTION 06112 - 2 i SECTION 06114 WOOD BLOCKING AND CURBING PART1 GENERAL 1.01 SECTION INCLUDES A. Bloddng in wall as required. B. Wood furring and grounds as required. C. Preservative treatment of wood 1.02 RELATED SECTIONS A. Section 06112 - Framing and Sheathing. 1.03 REFERENCES A. ALSC - American Lumber Standards Committee: Softwood Lumber Standards. B. APA: American Plywood Association. C. AWPA (American Wood Preservers Association) CI - All Timber Products Preservative Treatment by Pressure Process. D. AWPA (American Wood Preservers Association) C20 - Structural Lumber Fire Retardant Treatment by Pressure Process. E. NFPA: National Forest Products Association. F. RIS: Redwood Inspection Service. G. SPIB: Southern Pine Inspection Bureau. H. WCLIB: West Coast Lumber Inspection Bureau. I. WWPA: Western Wood Products Association. 1.04 SUBMITTALS A Submit under provisions of Section 01300. B. Product Data: Provide technical data on wood preservative materials and application instructions. 1.05 QUALITY ASSURANCE A Perform Work in accordance with the following agencies: 1. Lumber Grading Agency: Certified by ALSC. 2. Plywood Grading Agency: Certified by APA. PART PRODUCTS 2.01 MATERIALS A. Lumber Grading Rules: NFPA and W WPA. B. Miscellaneous Framing: Stress Group D, Douglas Fir species, 19 percent maximum moisture content, pressure preservative treat when exposed to moisture.. C. Plywood: APA Rated Sheathing Structural I, Grade C-D; Exposure Durability 1; sanded. 2.02 ACCESSORIES A. Fasteners and Anchors: 1. Fasteners: Hot -dipped galvanized steel for high humidity and treated wood locations, unfinished steel elsewhere. 2. Anchors: Toggle bolt type for anchorageto hollow masonry. Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolt or ballistic fastener for anchorages to steel. 2.03 FACTORY WOOD TREATMENT A. Fire retardant: AWPA Treatment C20, Exterior Type, chemically treated and pressure impregnated; capable of providing a WOOD BLOCKING AND CURBING SECTION 06114 -1 2.01 SHEET MATERIALS A Galvanized Steel: ASTM A525, G90; 24 gage core steel. 2.02 ACCESSORIES A Fastener: Galvanized steel with soft neoprene washers at exposed fasteners. Finish exposed fasteners same as flashing metal. B. Underlayment: ASTM D266; No. 15 asphalt saturated roofing felt. C. Protective Backing Paint: Bituminous. D. Slip Sheet: Rosin sized building paper. E. Sealant: Polyurethane type specified in Section 07900. F. Bedding Compound: Rubber -asphalt type manufactured by Manville. G. Plastic Cement: FS SS-C-153, Type I -asphaltic base cement. H. Reglets: Surface mounted galvanized steel; face and ends covered with plastic tape. I. Solder: FS QQ-S-571; or ANSI/ASTM B32; 50150 type. J. Flux: FS O-F-506. 2.03 FABRICATION A Form sections trueto shape, accurate in size, square, and free from distortion or defeds. B. Fabricate cleats and starter strips of24 gauge type sheet metals, minimum 6 inches wide, irnerlockablewith shed. C. Form pieces in longest practical lengths. D. Hem exposed edges on underside t/2 inch; miter and seam comers. E. Form material with flat lock seam F. Solder and seal metal joints. After soldering, remove flux. Wipe and wash solder joints clean. G. Fabricate comers from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant. H. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip. 1. Fabricate flashes to allow toe to extend 2 inches over roofing material. Return and brake edges. J. Form sheet metal pans 6inch nominal square size, with 3inch upstand,and 4inch flanges, Fill pans watertight with plastic cement. 2.04 FINISH A Shop prepare and prune exposed ferrous metal surfaces. Finish color shall be as selected by Architect. B. Backpaint concealed metal surfaces with protective backing paint to a minimum dry film thickness of 15 mil. PART 3 EXECUTION 3.01 INSPECTION A Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, rant strips and reglets in place, and nailing strips located B. Verify membrane termination and base flashes are in place, sealed, and secure. C. Beginning of installation means aomptance of existing conditions. 3.02 PREPARATION A Field measure site conditions prior to fabricating work. B. Install starter and edge strips, and cleats before starting installation. C. Install surface mounted reglets true to lines and levels. Seal top of reglets with sealant. SHEET METAL FLASHING AND TRIM SECTION 07620 - 2 3.03 D. Insert flashes into reglets to form tilt fit. Segue in place with lead wedges at maximum 12 inches on center. Pack remaining spaces with lead wool. Seal flashes into reglets with sealant. E. Secure flashes in place using concealed fasteners. Use exposed fasteners only in locations approved by Architect/Engineer. F. Lap and seal all joints. G. Apply plastic cement compound between metal flashes and felt flashes. H. Fit flashes tight in place. Make comers square, surfaces true and straight in planes, and lines accurateto profiles. I. Solder in" joints watertight for full metal surface contact. After soldering, wash metal clean with neutralizing solution and rinse with water. J. Seal metal joints watertight INSTALLATION A. Conformto drawing details included in AA, AISI, CDA, NAAMM, SMACNA, and NRCA manual. OWN �*N*OIL7v SHEET METAL FLASHING AND TRIM SECTION 07620 - 3 SECTION 07900 CAULKING AND SEALANTS PART1 GENERAL 1.01 SECTION INCLUDES A. Preparing sealant substrate surfaces. B. Sealant and backing. 1.02 RELATED SECTIONS A. Section 08111- Standard Steel Doors: Sealants used in conjunction with door frames. B. Section 08112 - Standard Steel Frames: Sealants used in conjunction with steel frames for doors. C. Section 08800 - Glazing: Sealants used in conjunction with glazing methods. 1.03 REFERENCES A. ANSI/ASTM D1056 - Flexible Cellular Materials - Sponge or Expanded Rubber. B. ASTM C804 - Use of Solvent -Release Type Sealants. C. FS TT-S-001657 - Sealing Compound, Single Component, Butyl Rubber Based, solvent Release Type. D. FS TT-S-00230 - Sealing Compound: Elastomeric Type, Single Component. E. FS TT-S-001543 - Sealing Compound, Silicone Rubber Base. 1.04 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum three years documented experience. B. Applicator: Company specializing in applying the work of this Section with minimum three years documented experience. C. Conform to Sealant and Waterproofers Institute requirements for materials and installation. 1.05 ENVIRONMENTAL REQUIREMENTS A. Do not install solvent curing sealants in enclosed building spaces. B. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. I.06 SEQUENCING AND SCHEDULING A. Coordinate the work ofthis Section with all Sections referencing this Section. 1.07 WARRANTY A. Provide three year warranty under provisions of Section 01700. B. Warranty: Include coverage of installed sealants and accessories which fail to achieve airtight and watertight seal, exhibit loss of adhesion or cohesion, or do not cure. 1.08 EXTRA MATERIALS: A. Provide 2 tubes of each type of caulk, at each project. PART2 PRODUCTS 2.01 SEALANTS A. Polysulphide Sealant: FS TT-S-00230, Type H - non -sag Class A; color as selected; manufactured by Pecora or Dap. B. Polyurethane Sealant: FS TT-S-00230, Type H - non -sag, Class A; color, as selected; manufactured by Pecora or Dap. C. Silicone Sealant: FS TT-S-01543, Class A, low modulus type; color, as selected; manufactured by Pecora or Dap. D. Butyl Sealant: FS TT-S-001657, black color, as manufactured by Pecora or Dap. CAULKING AND SEALANTS SECTION 07900 -1 2.02 ACCESSORIES A. Primer: Non -staining type, recommended by sealant manufadurerto suit application. B. Joint Cleaner: Non-crnrasive and non -staining type, recommended by sealant manufacture, compatible with joint fomting materials. C. Joint Backing. ANSI/ASTM D1056; round, closed cell polyethylene foam rod; oversized 30 to 50 percant larger than joint width. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that joint openings are ready to receive work and field measurements are as shown on Drawings and recommended by the manufacturer. B. Beginning of installation means installer accepts existing surfaces and substrate. 3.02 PREPARATION A. Clean and prime joints in accordance with manufacture's instrictions. B. Remove loose materials and foreign matter which might impair adhesion of sealant. C. Verify that joint backing and release tapes are compatible with sealant. D. Perform preparation in accordance with ASTM C804 for solvent release sealants. E. Protect elements surrounding the work ofthis Section from damage or disfiguration. 3.03 INSTALLATION A. Perform installation in accordance with ASTM C804 for solvent release sealants. B. Measure joint dimensions and size materials to achieve required width/depth ratios. C. Install joint backing to achieve a neck dimension no greater than 1/3 the joint width. D. Install bond breaker where joint backing is not used E. Apply sealant within recommended application temperature ranges. Consuh manufacturer when sealant cannot be applied within these temperature ranges. F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. G. Tool joints concave. 3.04 CLEANING AND REPAIRING A Clean work under provisions of Section 01700. B. Clean adjacent soiled surfaces. C. Repair or replace defaced or disfigured finishes caused by work ofthis Section. 3.05 PROTECTION OF FINISHED WORK A Protect finished installation under provisions of Section 01500. B. Protect sealants until cured 3.06 SCHEDULE Location Type Color A Window perimeter Polysulphide Match Window Frame Color B. Door Frame/Walls Polyurethane As Selected C. Under Thresholds Butyl Black CAULKING AND SEALANTS SECTION 07900 - 2 I _i .... ..... _ .......... D. Floor Finish Expansion Joints As Required E. Veneer Masonry Expansion Joints Polyurethane END OF SECTION Color as Selected Dark Brown CAULKING AND SEALANTS SECTION 07900 - 3 SECTION 08111 STANDARD STEEL DOORS PART1 GENERAL 1.01 SECTION INCLUDES A. Non -rated steel doors. B. Fire Rated steel doors. 1.02 RELATED SECTIONS A. Section 08112 - Standard Steel Frames. B. Section 08710 - Doo• Hardware. C. Section 09900 - Painting: Field painting of doors. 1.03 REFERENCES A. ANSI Al 17.1-Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. B. ANSUSDI-100 - Standard Steel Doors and Frames. C. ASTM A525 - Steel Sheet, Zinc -Coated (Galvanized) by the Hat -Dip Process. D. ASTM C236 - Test Method for Steady -State Thermal Performance of Building Assemblies by Means of a Guarded Hot-Boy- E. ASTM El 52 - Methods of Fire Tests of Door Assemblies. F. ASTM E413 - Classification for Determination of Sound Transmission Class. G. Door Hardware Institute (DHI) -The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood Frames and Builder's Hardware. H. NFPA 80 - Fire Doors and Windows. I. NFPA 252 - Fire Tests for Door Assemblies. J. UL 1013 - Fire Tests of Door Assemblies. K SDI-108 - Selection and Usage Guide for Standard Steel Doors. L. SDI-111D - Recommended Door, Frame and Hardware Schedule for Standard Steel doors and Frames. M. SDI-106 - Recommended Standard Door Type Nomenclature. N. SDI-117 - Manufacturing Tolerances - Standard Steel Doors and Frames. O. ASTM A366, A620 and A568 - Cold Rolled Steel Guidelines. P. ASTM A569 and A568 - Hot Rolled, Pickled and Oil Steel Guidelines. Q. ASTM A526, A642 and A525 - Hot Dipped Zinc Coated Steel. R. ASTM A591 and A568 - Electrolytically Deposited Zinc Coated Steel for Anchors and Accessories. Class B coating weight. S. ANSI A151.1- Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors and Hardware Reehforcing, 1.04 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate door elevations, int mal reinforcenent, closure method, and cart -outs for glazing, louvers, and finish. C. Product Data: Indicate door configurations, location of curt -outs for hardware reinforcement. D. Samples: Submit two samples of full thickness door,12 x 12 inch in size illustrating primed finish, core construction and closure method. E. Manufacturer's Installation Instructions: Indicate special installation instructions. STEEL DOORS SECTION 0811I -1 SECTION 08112 STANDARD STEEL FRAMES PART1 GENERAL 1.01 SECTION INCLUDES A Non -rated steel frames. B. Fire Rated steel frames. 1.02 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A Anchors and reinforcing for wall construction. 1.03 RELATED SECTIONS A Section 08111- Standard Steel Doors, B. Section 08710 -Door Hardware. C. Section 09900 - Painting: Field painting of frames. 1.04 REFERENCES A ADA-AG - Guidelines for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. B. ANSI/SDI-100 - Standard Steel Doors and Frames. C. ASTM A525 - Steel Sheet, Zinc -Coated (Galvanized) by the Hot -Dip Process. D. ASTM E152 - Methods of Fire Teats of Door Assemblies. E. DHI - Door Hardware Institute: The hnstallation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood Frames and Builder's Hardware. F. NFPA 80 - Fire Doors and Windows. G. NFPA 252 - Fire Tests for Door Assemblies. H. UL 10B - Fire Tests of Door Assemblies. I. SDI-111A- Recommended Steel Door Frame Details. J. SDI-105 - Recormended Erection Instructions for Steel Frames. K. SDI-110 - Standard Steel Doors and Frames for Modular Masonry Construction. 1.05 SUBMITTALS A Submit under provisions of Section 01300. B. Shop Drawings: Indicate frame elevations, reinforcement, and finish. C. ProductData: Indicate frame configuration, anchor types and spacings, location of cut-outs for hardware, reinforcement. D. Samples: Submit two samples offmine, full size cross section, 12 inches long, illustrating frame construction, surficeted hre and primer color and type. E. Manufacture's Installation Instructions: Indicate special installation instructions. F. Manufacturer's Certificate: Certify that Products meet or exceed specified requirements. 1.06 QUALITY ASSURANCE A Conform to requirements of ANSI/SDI-100 and ANSI Al 17.1. 1.07 QUALIFICATIONS A Manufacture-: Company specializing inmanufacturingtheProducts specified inthissectionwdhminimumthreeyearsdocumented experience. STEEL FRAMES SECTION 08112 -1 1.08 REGULATORY REQUIREMENTS A Fire Rated Frame Construction: Conform to ASTM E152, NFPA 252 and UL 10B. B. Installed Frame Assembly: Conform to NFPA 80 for fire rated class same as fire door. 1.09 DELIVERY, STORAGE, AND HANDLING A Deliver, store, protect, and handle products to site under provisions of Section 01600, .s B. Accept frames on site in manufacturces packaging. Inspect for damage. C. Deliver welded frames with a temporary spreader bar securely fastened to the bottom of each frame. D. Deliver knock down frames unassembled in securely strapped bundles. ` 1.10 FIELD MEASUREMENTS A Verify that field measurements are as indicated on shop drawings. i 1.11 COORDINATION A Coordinate work under provisions of Section 0 1039. B. Coordinate the work with frame opening construction, door and hardware installation. PART 2 PRODUCTS 2.01 FRAME MANUFACTURERS A Kewanee Corporation: Steel Frames. B. Fenestra Corporation: Steel Frames. C. Steelcraft corporation: Steel Frames. D. Substitutions: Under provisions of Section 01600. 2.02 FRAMES A Exterior Frames: 16 gage thick material, base metal thickness. B. Fite Rated Frames: Provide the type offrame assembly that has been successfully tested in accordance with the latest revision of � ASTM El52, ANSI/UL 10(b) or NFPA 252, whichever is required by the authority having jurisdiction over the project. 2.03 ACCESSORIES A Silencers: Resilient rubber fitted into drilled hole. B. Primer: Zinc chromate type. C. Floor Anchors: Minimum 18 gage anchors for attachment to floor. D. Jamb Anchors: Provide frames other than slip-on drywall type with a minimum of three anchors per jamb as required for the adjoining wall construction. Provide anchors ofnot less than 18 gage steel or 7 gage diameter wire. E. Glazing Beads: Provide frame glazing beads in interior glazed openings and other locations where fixed glass is indicated in steel frames. Prepare frames for the type of glazing beads required to receive the glass and gaskets indicated. Miter beads at comers. ' Glazing beads can either bethe screw-orh or snap -on types. 2.04 FABRICATION A Fabrication of frames per opening requirements. 1. For masonry opening - Welded units. 2. For existing masonry opening - Knock down field assembly units. 77 B. Fabricate frames with hardware reinforcement plates welded in place, including but not limited to, reinforcing for closers, hinges and others as may be necessary. C. Reinforce frames wider than 48 inches with roll formed steel channels fitted tightly into frame head, flush with top. STEEL FRAMES SECTION 08112 - 2 2.05 PART 3 3.01 3.02 3.03 3.04 D. Prepare frame for silencers. Providethree single silencers for single doors and mullions of double doors on gtr&e side. Providetwo single silences on frame head at double doors without mullions. E. Fabricate frames to suit masonry wall coursing with 4 inch head member. FINISH A. Steel Sheet: In accordance with ANSI/SDI-100. B. Primes: Air dried or Baked. EXECUTION EXAMINATION A. Verify substrate conditions under provisions of Section 01039. B. Verify that opening sizes and tolerances are acceptable. INSTALLATION A. Install frames in accordance with ANSI/SDI-100 and DHI. B. Coordinate with masonry, wallboard and/or other wall construction for anchor placement C. Coordinate installation of glass and glazing. D. Coordinate installation of frames with installation of hardware specified in Section 08712 and doors in Section 08111. E. Install roll formed steel reinforcement channels between two abutting frames. Anchor to structure and floor. F. Install an additional jamb anchor for those frames that are in a wall condition that does not allow for the use of a floor anchor. ERECTION TOLERANCES A. Maximum Diagonal Distortion: 1/16 inch measured with straight edges, crossed comes to comes. SCHEDULE A. Refer to the Drawings for steel frame schedule. END OF SECTION STEEL FRAMES SECTION 08112 - 3 SECTION 08710 DOOR HARDWARE PART1 GENERAL 1.0 SECTION INCLUDES A. Hardware for wood, hollow steel, and aluminum doors. 1. Refer to the Drawings for exact types of doors included in the project. B. Thresholds. C. Weatherstripping, seals and door gaskets. 1.02 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Section 08112 - Steel Frames: Fumish templates for frame preparation. B. Section 08111 - Steel Doors: Furnish templates for door preparation. C. Section 08111- Steel Doors: Furnish lock cylinders for installation. D. Section 08211- Flush Wood Doors: Furnish templates for door preparation. 1.03 RELATED SECTIONS A. Section 06410 - Custom Casework: Cabinet hardware. B. Section 08111- Steel Doors. C. Section 08112 - Steel Frames. D. Section 08360 - Sectional Overhead. E. Section 08410 - Aluminum Entrances and Storefronts: Hardware for same except cylinders. F. Section 10441- Plastic Signs. 1.04 REFERENCES A. ANSI Al 17.1- Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. B. NFPA 80 - Fire Doors and Windows. C. AWI - Architectural Woodwork Institute - Quality Standards. D. NFPA 101- Code for Safety to Life from Fine in Buildings and Structures. E. NFPA 252 - Fire Tests of Door Assemblies. F. UL IOB - Fire Tests of Door Assemblies. G. UL 305 - Panic Hardware. 1.05 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate locations and mounting heights of each type of hardware, electrical characteristics and connection requirements, and appropriate dimensions. C. Submit manufacture's parts lists, templates, and re -ordering data. D. Samples: Submit 1 sample ofhinge, latchset, and accessory items illustrating style, color, and finish. E. Samples: Will be returned with the Submittal. F. Manufacturer's Installation Instructions: Indicate special procedures, perimeter conditions requiring special attention, and maintenance requirements. 1.06 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01700. DOOR HARDWARE SECTION O8710 - 1 4 , B. Record actual locations of installed cylinders and their master key code. g 1.07 OPERATION AND MAINTENANCE DATA A Submit under provisions of Section 01700. B. MaintenanceData: Include data on operatinghardware,lubricationrequirements,andinspectionproceduresrelatedtopreventative maintenance. 1.08 QUALITY ASSURANCE �- - A Perform work in accordance with the following requirements: 1. ANSI Al17.1-SpecificationsforMakingBuildingsandFacilitiesAooessibletoandUsablebyPhysicallyHandicapped People. 2. NFPA 101. 3. ANSI Al 17.1. 4. NFPA 80. 5. NFPA 252. 1.09 QUALIFICATIONS A Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience. B. Hardware Supplier: Company specializing in supplying institutional door hardware with three years documented experience. 1.10 REGULATORY REQUIREMENTS A Conform to applicable code for requirements applicable to fire rated doors and frames. 13. Products Requiring Electrical Connection: Listed and classified by Underwriters' Laboratories, Inc., as suitable for the purpose specified and indicated. 1.11 PRE -INSTALLATION CONFERENCE A Convene one week prior to commencing work of this section, under provisions of Section 01039. 1.12 DELIVERY, STORAGE, AND HANDLING 2 A Deliver, store, protect and handle products to site under provisions of Section 01600. B. Package hardware items individually; label and identify each package with door opening code to match hardware schedule. C. Deliver keys to Archited/Engineer by security shipment direct from hardware supplier. 1.13 COORDINATION A Coordinate work under provisions of Section 0 103 9. i B. Coordinate the work with other directly affected sections involving manufacture or fabrication of internal reinforcement for door 3 hardware. 1.14 WARRANTY A Provide five year warranty under provisions of Section 01700. B. Warranty: Include coverage for door closers and operators. 1.15 MAINTENANCE MATERIALS I- A Provide maintenance materials under provisions of 01700. , B. Provide special wrenches and tools applicable to each different or special hardware component. C. Provide maintenance tools and accessories supplied by hardware component manufacturer. 1.16 EXTRA MATERIALS A Fumish under provisions of Section 01700. B. Provide ten extra key lock cylinders for each master keyed group. PART2 PRODUCTS DOOR HARDWARE SECTION 08710 - 2 f ACCEPTABLE MANUFACTURERS A. Hinges: Hager Hinge. B. Pivots: Hager Hinge. C. Latch Sets: Schlage Lock. D. PugvWlls: Schlage Lock. E. Cylinder Locks: Best Lock. F. Mortise Locks: Best Lock. G. Electric Locks: Von Duprin. H. Exit Devices: Schlage Lock. I. Closers: LCN. J. Overhead Holders: LCN. K. Manual Botts: Schlage Lock. L. Kick and Push Plates: Ives. M. Sliding Door Hardware: K & V. N. Bifolding Door Hardware: Stanley. O. Protection Plates: Ives. P. Substitutions: Underprovisions of Section 01600. KEYING A. Door Locks for New Facilities; Grandmaster keyed. Include construction keying, control keying with removable core cylinders. B. Door Locks for Additions to Existing Facilities: Key to existing keying system. C. Supply keys in the following quantities: 1. 6 master keys. 2. 6 grandmaster keys. 3. 6 construction keys. 4. 6 control keys and 3 extra cylinder cores. 5. 6 change keys for each lock. FINISHES A. Finishes: Identified in schedule at end of section. EXECUTION EXAMINATION A. Verify site conditions under provisions of Section 01039. B. Verify that doors and frames are readyto receive work and dimensions are as indicated on shop drawings. C. Verify that electric power is available to power operated devices and ofthe correct characteristics. INSTALLATION A. Install hardware in accordance with manufacturer's instructions. B. Use templates provided by hardware item manufacturer. C. MountingheigW for hardware from finished floor to carter line of hardware item: 1. Shall conform to requiranarts ofthe Americans With Disabilities Ad, DOOR HARDWARE SECTION 08710 - 3 3.03 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400. B. Architectural HardwareConsultanttoinspectinstallationandcertifythathardwareandinstallationhasbeenfurnishedandinstalled in accordance with manufacturers instructions and as specified 3.04 ADJUSTING A. Adjust work under provisions of Section 01700, B. Adjust hardware for smooth operation. 3.05 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Section 01500. B. Do not permit adjacent work to damage hardware or finish. 3.06 SCHEDULES A. See Hardware Schedule in the Drawings for Item, Type and Finish. END OF SECTION DOOR HARDWARE SECTION 08710 - 4 SECTION 08800 GLAZING PART1 GENERAL 1.01 SECTION INCLUDES A. Glass and glazing for steel frame windows. B. Glass for glazing aluminum storefront systems. C. Metal framed mirrors. 1.02 RELATED SECTIONS A. Section 07900 - Joint Sealers: Sealant and back-up material. B. Section 08411 - Aluminum Window Framing System. C. Section 10800 - Toilet Accessories: Mirrors. 1.03 REFERENCES A. ANSI Z97.1 - Safety Performance Specifications and Methods of Test for Safety Glazing Used in Buildings. B. FGMA - Glazing Manual. C. FGMA - Sealant Manual. D. FS TT-S-001657 -Sealing Compound, Single Component, Butyl Rubber Based, Solvent Release Type. E. FS TT-S-00230 - Sealing Compounds, Synthetio-Rubber Base, Single Component, Chemically Curing F. FS TT-S-01543 -Sealing Compound, Silicone Rubber Base. G. Laminators Safety Glass Association - Standards Manual. 1.04 PERFORMANCE REQUIREMENTS A. Glass and glazing materials of this Section shall provide continuity of building enclosure vapor and air barrier: 1. In conjunction with materials described in Section 07900. 2. Maintain continuous air and vapor barrier throughout glazed assembly from glass paneto heel bead of glazing sealant. B. Size glass to withstand dead loads and positive and negative live loads acting normal to plane of glass as calculated as measured in accordance with ANSI/ASTM E330. C. Limit glass deflection to 1/200 with full recovery of glazing materials, whichever is less. 1.05 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data of Glass Types Specified: Provide structural, physical and environmental characteristics, size limitations, special handling or installation requirements. C. Product Data on Glazing Compounds: Provide chemical, functional, and environmental characteristics, limitations, special application requirements. Identify available colors. D. Samples: Submit two samples, 12 x 12 inch in size, glass coloration. E. Samples: Submit 6 inch long bead of glazing sealant, color as selected. F. Manufacturer's Installation Instructions: Indicate special precautions required G. Manufacturers Certificate: Certifythat glass, meets or exceeds specified requirements. 1.06 QUALITY ASSURANCE A. Perform Work in accordance with FGMA Glazing Manual, FGMA Sealant Manual, SIGMA and Laminators Safety Glass Association - Standards Manual for glazing installation methods. B. Maintain one copy of each document on site. ', GLAZING SECTION 08800 -1 1.07 MOCKUP A Provide mockup ofwindow including glass and perimeter air and vapor barrier seal], under provisions of Section 01400. B. Mockup may remain as part ofthe Work. 1.08 PRE -INSTALLATION CONFERENCE A Convene one week priorto commencing work ofthis Section, under provisions of Section 01039. 1.09 ENVIRONMENTAL REQUIREMENTS A Do not install glazing when ambient temperature is less than 50 degrees F. B. Maintain minimum ambient temperature before, during and 24 hours after installation of glazing compounds. 1.10 FIELD MEASUREMENTS A Verify that field measurements are as indicated on shop Drawings. 1.11 COORDINATION A Coordinate Work under provisions of Section 01039. B. Coordinate the Work with glazing flames, wall openings, and perimeter air and vapor seal to adjacent Work. 1.12 WARRANTY A Provide five year manufacturer's warranty under provisions of Section 01700. B. Warranty: Include coverage for sealed glass units from seal failure, interpane dusting or misting, and replacement of same. 1.13 EXTRA MATERIALS A Furnish under provisions of Section 01700. PART PRODUCTS 2.01 MANUFACTURERS - FLAT GLASS MATERIALS A Ford Glass Company. B. Libby -Owens Ford Company. C. PPG Industries D. Substitutions: Under provisions of Section 01600. 2.02 FLAT GLASS MATERIALS A Safety Glass (Type FG-B): Clear, laminated with plastic interlayer, conforming to ANSI Z97.1; 1/4 inch thick minimum. B. Tinted Glass (Type FG-C): Float type, tempered, light reducing in gray or bronze color, 1/4 inch thick minimum. Exact color as selected by Architect/Engineer. C. WireGlass (TypeFG-G): Clear, polishedboth sides, diagonal mesh ofwoven stainless steel wire of 1/2 inch gridsize, 1/4 inchthick. D. Mirror Glass (Type FG-H): ASTM C1036, Type 1 transparent flat, Class 1 clear, Quality ql mirror select; 1/4 inch thick minimum, sizes noted on Drawings. E. Onelnch Insulating Glass (TypeFG-C): Outsidepane- Floattype, tempered, Tinted Glass as described above•, Insidepane-Clear, Float type, tempered, 1/4 inch thick. 2.03 MANUFACTURERS - GLAZING COMPOUNDS A Norton Glazing Products. B. Tremco Glazing Systems. C. PPG Industries GLAZING SECTION 08800 - 2 D. Substitutions: Under provisions of Section 01600. 2.04 GLAZING COMPOUNDS A. Butyl Sealant (Type GC-B): Single Component; Shore Ahardness of 10-20 black color, non -skinning. B. Silicone Sealant (Type GC-F): Single component, solvent curing; capable of water immersion without loss of properties; non -bleeding; non -staining; cured Shore Ahardness of 15-25; color as selected 2.05 GLAZING ACCESSORIES A. Setting Blocks: Neoprene, 80 - 90 Shore A durometer hardness, length of 0.1 inch for each square foot of glazing or minimum 4 inch x width of glazing rabbet space minus 1/16 inch xheight to suit glazing method and pane weight and area. B. Spaced Shims: Neoprene, 50 - 60 Shore A durometer hardness, minimum 3 inch long x one half the height of the glazing stop x thickness to suit application, self adhesive on one face. C. Glazing Tape: Prefommedbutylcompoundwithintegral resilietttube spacing deviw,10-15Shore Adurometer hardness; coiled on release papa, size as required D. Glazing Splines: Resilient polyvinyl chloride extruded shape to suit glazing channel retaining slot. E. Glazing Clips: Manufacturer's standard type. F. Mirror Attachment Accessories: Stainless steel clips. 2.06 SOURCE QUALITY CONTROL AND TESTS A. Provide testing and analysis of glass under provisions of Section 01400. B. Test samples in accordance with ANSI Z97.1. PART 3 EXECUTION 3.01 EXAMINATION A. Verify prepared openings under provisions of Section 01039. B. Verify that openings for glazing are correctly sized and within tolerance. C. Verify that surfaces of glazing channels or recesses are clean, free of obstructions, and ready to receive glazing. 3.02 PREPARATION A. Clean contact surfaces with solvent and wipe dry. B. Seal porous glazing channels or recesses with substrate compatible primer or sealer. C. Prime surfaces scheduled to receive sealant. 3.03 EXTERIOR - WET METHOD (SEALANT AND SEALANT) A. Place setting blocks at 1/4 points and install glazing pane or unit. B. Install removable stops with glazing centered in spaceby inserting spaced shims both sides at 24 inch intervals, 1/4 inch below sight line. C. Fill gaps between glazing and stops with silicone type sealant to depth of bite on glazing, but not more than 3/8 inch below sight line to ensure full contact with glazing and comtinuethe air and vapor seal. D. Apply sealant to uniform line, flush with sight line. Tool or wipe sealant surface smooth. 3.04 INTERIOR - DRY METHOD (TAPE AND TAPE) A. Cut glazingtape to length and set against permanent stops, projecting 1/16 inch above sight line. B. Place setting blocks at 1/4 points with edge block no more than 6 inches from comas. C. Rest glazing on setting blocks and push against tape for full contact at perimeter of pane or unit. D. Place glazing tape on free perimeter of glazing in same manner described above. GLAZING SECTION 08800 - 3 3.05 3.06 3.07 3.08 E. Install removable stop without displacement of tape. Exert pressure on tape for full continuous contact. F. Knife trim protruding tape. INSTALLATION - MIRRORS A. Set mirrors with clips. Anchor rigidly to wall construction. B. Place plumb and level. QUALITY CONTROL A. Field inspection will be performed under provisions of Section 01400. B. Inspection will monitor quality of glazing. CLEANING A. Clean work under provisions of 01700. B. Remove glazing materials from finish surfaces. C. Remove labels after work is complete. D. Clean glass and mirrors. PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Section 01500. B. After installation, mark pane with an by using removable plastictape or paste. END OF SECTION GLAZING SECTION 08800 - 4 SECTION 09111 METAL STUD FRAMING SYSTEM PART1 GENERAL 1.01 REFERENCES A. The publications listed below forma part ofthis specification to the extent referenced. The publications are referred to in thetext by basic designation only. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ASTM C 645 (1983) Non -Load (Axial) Beating Steel Studs, Runners(Tracc), and Rigid Furring Channels for Screw Application of Gypsum Board ASTM C 754 (1982) Installation of Steel Framing Members to Receive Screw -Attached Gypsum Wallboard, Backing Board, or Water -Resistant Backing Board ASTM C 954 (1986) Steel Drill Screws for the Application of Gypsum Board or Metal Plaster Base to Steel Studs from 0.033 inch (0.84 mm) to 0.112 inch (2.84 mm) In Thickness ASTM C 1002 (1983) Steel Drill Screws for the Application of Gypsum Board FACTORY MUTUAL SYSTEM (FM) FM-02 (1987) Specification for Tested Products Guide 1.02 DESIGN REQUIREMENTS A. Except where otherwise indicated or specified, the work shall conform to and shall be applied as indicated in the finish schedule and on the drawings. 1.03 SUBMITTALS: The following shall be submitted in accordance with theUniformGeneral ConditionsandSupplementaryGene al Conditions of the Contract.: SUBMITTALS: C A. Detail Drawings Detail Drawings and installation details shall be submitted for ceiling framing and furring, for special wall framing, and for framed openings in walls and ceilings. B. Certificates of Compliance Certificates allestingthat the steel framing meets the requirements specified shall be furnished. PART 2 MATERIALS 2.01 MATERIALS: Materials shall conform to the requirements specified below. Miscellaneous items not otherwise specified shall be as recommended by the stud manufacturer and approved prior to use. Power driven fasteners maybe used for installation of floor tracks. A. Steel Framing, Furring, and Related Items: For lengths upto 10'-0", steel studs shall be 3 5/8" thick, minimum 20 gauge,l6 inches k_ on carter, product similar to SJtype as produced by USG. 1. For lengths taller than 10'-0", steel studs shall be 3 518 inches x 1 5/8 inches, minimum 18 gauge, 16 inches on canter. ,u 2. For exterior wall framing, steel studs shall be 6 inches x 15/8 inches, minimum 16 gouge, 16 inches on center. Exterior tracks shall be set in mastic. B. Screws: ASTM C 1002, Type G for attachment of gypsum board to gypsum board, Type S for attached to light -gauge steel members, Type W for attachment to wood members; ASTM C 954 for attachment to steel members 0.033-to 0.112-inch thick PART 3 E�MCUTION 3.01 STEEL FRAMING: Installation of steel framing shall conform to ASTM C 754, except that limiting heights shall be according to manufacturer's current published data. Framing shall be spaced a maximum of 16 inches on canter. A. Partition Framing System: Metal framing and furring system shall be capable of carrying a transverse load of 5 psf without exceeding either the allowable stress or a deflection of 1J240. B. ShaftwallFrarningSystem: Installation ofshaftwallframmgsystemshall beinaccordancewithManufacturcesprintedinstructions. Manufacturer's Certificate of Compliance shall be required for the shaftwall system C. CeilingOpenings: Support members shall beprovided at ceiling openings such as required for access panels, rec:essed light fixtures, and for air supply or exhaust. Support members of not less than 1 14 inch main runner channels and vertically installed suspension wires or straps shall be located to provide at least the minimum support specified herein for furring and wallboard attachment. Intermediate structural members, although not a part of the structural system, shall be provided for attachment or suspension of METAL STUD FRAMING SYSTEM SECTION 09111 -1 support members. At existing gypsum board ceilings, reattach existing gypsum board as required or replace as needed to securely seal all penetrations ofthe gypsum board ceiling. D. Wall Openings: For wall openings such as required for doors, pass -through openings, and acempanels, the framingsysUmshall provide for the installation and anchorage of the required subfames or finish frames. At rough openings, such as door openings, of morethan 30-inches widethe studs at such openings shall be 0.0329-inch minimum bare metal thickness, doubled, and grouted along the jamb. END OF SECTION METAL STUD FRAMING SYSTEM SECTION 09111 - 2 SECTION 09260 GYPSUM WALLBOARD PART1 GENERAL 1.01 REFERENCES A The publications listed below form a part ofthis specification to the extent referenced. The publications are referredto in the text by basic designation only. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ASTM C 36 (1985) Gypsum Wallboard ASTM C 475 (1981) Joint Treatment Materials for Gypsum Wallboard Construction ASTM C 514 (1984) Nails for the Application of Gypsum Wallboard ASTM C 840 (1987) Application and Finishing of Gypsum Board ASTM C 954 (1986) Steel Drill Screws for the Application of Gypsum Board or Metal Plaster Base to Steel Studs from 0.033 inch (0.84 min) to 0.112 inch (2.84 mm) in Thiclmess. ASTM C 1002 (1983) Steel Drill Screws for the Application of Gypsum Board FACTORY MUTUAL SYSTEM (FM) FM-02 (1987) Specification for Tested Products Guide 1.02 DESIGN REQUIREMENTS A. Except where otherwise indicated or specified, the work shall conform to and shall be applied as indicated in the finish schedule and on the drawings. 1.03 SUBMITTALS A. The following shall be submitted in accordance with the Uniform General Conditions and Supplementary General Conditions of the Contract.: SUBMITTALS: B. Certificates of Compliance Certificates attesting that the wallboard meets the requirements specified shall be furnished 1.04 DELIVERY AND STORAGE A. Wallboard delivered priorto use shall be stored offthe ground within a completely enclosed structure or completely enclosed within a weathertight covering. Wallboard shall be dry, free of warpage, and have bundling tape intact immediately prior to use. PART 2 MATERIALS 2.01 MATERIALS A. Materials shall oonfonntothe requirements specified below. Miscellaneous items not otherwise specifiedshall beasrecommended by the wallboard manufacturer and approved prior to use. The long edges ofwallboard shall betapered, except when used as a base layer in a double layer application. Power driven fasteners may be used only when approved in writing Thickness of wallboard shall comply with the systems as detailed on the drawings. B. Gypsum Wallboard: ASTM C 36; 5/8", Type X (Special Fire -Resistant), bevel edge (wc), 48-inches wide. C. Joint Treatment Materials: ASTM C 475. 1. Taping or Embedding Compound: Specifically formulated and manufactured for use in embedding tape at gypsum wallboard joints and fastener heads and completely compatible with tape and substrate. 2. Finishing or Topping Compound: Specifically formulated andmanufacturedfor use asafinishingoompohmd. Texture of finish wall surface shall be a "ligkrtly rolled" texture. A 12 inch x 12 inch sample of finish texture shall be submitted to the Architect for approval. 3. All-PurposcComliound: Specifically formulated and manufacturedtoserve asboth atapingandafinishing compound and compatible with tape and substrate. 4. Joint Tape: Reinforcing tape recommended by the manufacture-. D. Nails: ASTM C 514. E. Screws: ASTM C 1002, Type G for attachment of gypsum board to gypsum board, Type S for attachment to light -gauge steel members, Type W for attachment to wood member; ASTM C 954 for attachment to steel members 0.033- to 0.112-inch thicc GYPSUM WALLBOARD SECTION 09260 -1 F. Comerbead and Edge Trim: Corrosion protectiva-coated steel designed for its nrtaided use. Flanges shall be free of dirt, grease, and other materials that may adversely affect the bond of joint treatment. G. Shaft Wall System: Components oftheshaft wall system include %"Fitecode"C"gypsum panels, I" gypsum liner panels and steel C-H studs at V4' on center. System shall be Equal to USG 2-hour wall system #C. PART 3 EXECUTION 3.01 APPLICATION OF GYPSUM WALLBOARD A. Gypsum wallboard shall be applied to framing and furring members in accordance with ASTM C 840 and the requirements specified herein. Gypsum wallboard shall be applied with separate boards in moderate contact without forcing in place. Endjoints of adjoining boards shall be staggered. Abutting end and edge joints shall be neatly fitted Use gypsum wallboard of maximum practical length. Gypsum wallboard shall be cat as required to make neat close joints around openings. In vertical application of gypsum wallboard, panels shall be oflength required to reach full height of vertical surfaces in one continuous piece. Surfaces of gypsum wallboard and substratemeanbers maybe additionally adheredtogdherwith an adhesive, except adhesive shall not be used in lieu of fasteners. 3.02 FINISHING OF GYPSUM WALLBOARD A. Gypsum wallboard shall be taped, bedded and finished in accordance with ASTM C 840. Joint, fastener depression, and comer treatment shall be provided Finish texture shall match existing. 3.03 PATCHING A. Surface defects and damageto both new and existing walls within the project area shall be corrected as required to leave gypsum wallboard smooth, uniform in appearance, and readyto receive finish as specified. Allpatdtingshallnot be visibly noticeable from a distance of three feet. All wall surfaces that are damaged by any party ofthe Contractor shall bepatched at no additional expense to the Owner. END OF SECTION GYPSUM WALLBOARD SECTION 09260 - 2 SECTION 09650 RUBBER BASE PART] GENERAL 1.01 SECTION INCLUDES A Rubber Base. 1.02 RELATED SECTIONS A Section 09250 - Gypsum Wallboard System: Wall materials to receive base. B. Section 09660 - Resilient Tile Flooring: Floor covering to receive base. 1.03 REFERENCES A ASTM E84 - Surface Burning Characteristics of Building Materials. B. FS-SS-W-40 - Wall base. 1.04 REGULATORY REQUIREMENTS A Conform to applicable code for flame/ fuel/smoke rating requirements in accordance with ASTM E84. - 1.05 SUBMITTALS A Submit shop drawings and product data under provisions of Section 01300. B. Provide layout plan. C. Provide product data on specified products, describing physical and performance characteristics, sizes, and colors available, and accessory items. D. Submit samples under provisions of Section 01300. E. Submit two samples 12 inches long, illustrating color for each base material specified. ttt F. Submit manufacturer's installation instructions under provisions of Section 01300. 1.06 OPERATION AND MAINTENANCE DATA A Submit cleaning and maintenance data under provisions of Section 01700. " 1.07 ENVIRONMENTAL REQUIREMENTS A Store materials for three days prior to installation in area of installation to achieve temperature stability. B. Maintain ambient temperature required by adhesive manufacturer three days prior to, during, and 24 hours after installation of materials. a 1.08 i EXTRA MATERIALS A Provide 241/ ft of base for each color specified , at each location, under provisions of Section 01700. PART 2 PRODUCTS 2.01 MANUFACTURERS - RUBBER BASE A Roppe B. Substitutions: Under provisions of Section 01600. 2,02 RUBBER BASE MATERIALS A Standard toe base, 4 inches high, minimum of 0.08. inch thick, Custom Color as selected by Architect. 2.03 ACCESSORIES A Wall Filler: White premix latex; type recommended by wallboard material manufacturer. B. Primers and Adhesives: Waterproof types recommended by base manufacture. [ C. Matching insidefoutside comes.. (' RUBBER BASE SECTION 09650 - 1 PART 3 EXECUTION 3.01 EXAMINATION A Verify that surfaces are smooth and flat with maximum variation of 1/8 inch, and are ready to receive Work. B. Verify gypsum wallboard is dry to a maximum moisture content of 7 percent. C. Beginning of installation means acceptance of existing substrate and site conditions. 3.02 PREPARATION A Remove ridges and bumps. Fill low spots, cracks, joints, holes, and other defects with wall filler. B. Apply, trowel, and float filler to leave a smooth, flat, hard surface. C. Vacuum clean substrate. D. Apply primer to surfaces as required 3.03 INSTALLATION - BASE MATERIAL A Install in accordance with manufacturer's instructions. B. Spread only enough adhesive to permit installation of material before initial set. C. Set rubber base in place, press to attain full adhesion. D. Set pro -molded insideloutside comers in full bed of adhesive, press to attain full adhesion. 3.04 PROTECTION A Prohibit contact with base for 48 hours after installation. 3.05 CLEANING A Remove excess adhesive fi=n base, and wall surfaces without damage. B. Clean base surfaces in accordance with manufacturer's instructions. 3.06 SCHEDULE A Refer to the Room Finish Schedule and the Drawings for location of rubber base. END OF SECTION RUBBER BASE SECTION 09650 - 2 SECTION 09660 RESILIENT TILE FLOORING PART1 GENERAL 1.01 SECTION INCLUDES A Resilient Tile Flooring, 1.02 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A Section 16010 -Basic Electrical Requirements: Electrical floor cover plate with room for resilient flooring. 1.03 RELATED SECTIONS A Section 09260 - Gypsum Wallboard System: Wall materials to receive base. B. Section 09650 - Rubber Base: Base material. 1.04 REFERENCES A ASTM E84 - Surface Burning Characteristics of Building Materials. B. FS I-F-I641 - Floor Covering, Translucent or Transparent Vinyl Surface, with Backing. C. FS I-F-475 - Floor Covering Vinyl Surface (Tile and Roll), with Backing. D. FS SS-T-312 - Tile, Floor: Asphalt, Rubber, Vinyl, Vinyl Composition. 1.05 REGULATORY REQUIREMENTS A Conform to applicable code for flame/ fud/smoke rating requirements in accordance with ASTM E84. 1.06 SUBMITTALS A Submit shop drawings and product data under provisions of Section 01300. B. Provide layout plan. C. Provideproduct data onspecifiedproducts,descaibingphysicalandperformance characteristics, sizes,pattemsandoolorsavailable, and accessory items. D. Submit samples under provisions of Section 0 13 00. E. Submit two samples 12 x 12 inches in size, illustrating color and pattern for eadi floor material specified. F. Submit manufacturer's installation instructions under provisions of Section 01300. 1.07 OPERATION AND MAINTENANCE DATA A Submit cleaning and maintenance data under provisions of Section 01700. B. Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning stripping and rewaxing 1.08 ENVIRONMENTAL REQUIREMENTS A Store materials for three days prior to installation in area of installation to achieve temperature stability. B. Maintain ambient temperature required by adhesive manufacturer three days prior to, during and 24 hours after installation of materials. 1.09 EXTRA MATERIALS A Provide 144 sq ft of flooring of each material and color specified, and each project, under provisions of Section 01700. PART 2 PRODUCTS 2.01 MANUFACTURERS - TTLE FLOORING A Armstrong World Industries, Inc B. Substitutions:UnderprovisionsofSedion01600. The Architect mservesthe right toacceptor reject any substitution based solely upon the colors available from the substitute manufacturer. RESILIENT THE FLOORING SECTION 09660 -1 2.02 TILE FLOORING MATERIALS A Vinyl Composition Tile: FS SS-T-312B(1), Type IV, Composition 1; 12 x 12 inch size, 1/8 inch thick 1. Field Tiles: STANDARD EXCELON; "Imperial Texture". 2. Border/Feature Tiles: "Premium" Grade. B. Feature Strips: Of same material as tile; 2 inch wide. 2.03 ACCESSORIES A Subfloor Filler: White premix latex; type recommended by flooring material manufacturer. B. Primers and Adhesives: Waterproof, types recommended by flooring manufacturer. C. Edge Strips: Flooring mderial. D. Sealer and Wax: Types recommended by flooring manufacturer. PART 3 EXECUTION 3.01 EXAMINATION A Verify that surfaces are smooth and flat with maximum variation of 1/8 inch in 10 ft, and are ready to receive Work B. Verify concrete floors are dry to a maximum moisture content of 7 percent, and exhibit negative alkalinity, carbonization, or dusting C. Beginning of installation means acceptance of existing substrate and site conditions. 3.02 PREPARATION A Remove sub -floor ridges and bumps. Fill low spots, cracks, joints, holes, and other defects with subfloor filler. B. Apply, trowel, and float filler to leave a smooth, flat, hard surface. C. Prohibit traffic from area until filler is cured D. Vacuum clean substrate- E. Apply primer to surfaces as required 3.03 INSTALLATION - TILE MATERIAL A Install in accordance with manufacturer's instructions. B. Mix tile from container to ensure shade variation are consistent. C. Spread only enough ashesive to permit installation of material before initial set. D. Set floor tile in place, press with heavy roller to attain full adhesion. E. Lay floor tile with joints parallel to building lines to produce symmetric tile pattern. F. Install floor tile with pattern grain ahcrnatingwith adjoining unit to produce basket weavepattem. Allow minimum oft/2full size tile width at room perimeter. 3,04 PROTECTION A Prohibit traffic on floor finish for 48 hours after installation. 3.05 CLEANING A Remove excess adhesive from floor, base, and wall surfaces without damage. B. Clean, seal, and wax floor and base surfaces in accordance with manufacturer's instructions. 3.06 SCHEDULE A Refer to the Drawings for room finish schedule and locations of resilient flooring. END OF SECTION RESILIENT TILE FLOORING SECTION 09660 - 2 SECTION 09900 PAINTING PART1 GENERAL 1.01 SECTION INCLUDES A. Surface preparation and field application of primers, sealers, paints and coatings. 1.02 RELATED SECTIONS A. Section 02510 - Asphalt Concrete Paving: Pavement markings. B. Section 04300 - Unit Masonry System. C. Section 05120 - Structural Steel: Shop primed items. D. Section 05210 -Steel Joists: Shop primed items. E. Section 06200 - Finish Carpentry. F. Section 06410 - Custom Casework: Preparation for Site Finishing. G. Section 07620 - Sheet Metal Flashing and Trim. H. Section 07631- Gutters and Downspouts: Galvanized/Paint Grip. 1. Section 08111 - Standard Steel Doors: Shop primed J. Section 08112 - Standard Steel Frames: Shop primed. K. Section 08211 - Flush Wood Doors: Preparation for Site Finishing. L. Section 09260 - Gypsum Board Systems. 1.03 REFERENCES A. ASTM D16 - Definitions of Terms Relatingto Paint, Varnish, Lacquer, and Related Products. B. ASTM D2016 - Test. Method for Moisture Content of Wood C. AWWA(AmericanWaterWorksAssociation)-C204-ChlorinatedRubber-AlkydPaintSystermfortheExteriorofAboveGround Steel Water Piping. D. AW WA (American Water Works Association) - D102 - Painting Steel Water Storage Tanks. E. NACE (National Association of Corrosion Engineers) - Industrial Maintenance Painting, F. NPCA (National Paint and Coatings Association) - Guide to U.S. Government Paint Specifications. G. PDCA (Painting and Decorating Contractors of America) - Painting - Architectural Specifications Manual. H. SSPC (Steel Structures Painting Council) - Steel Structures Painting Manual. 1.04 DEFINITIONS A. Conform to ASTM D16 for interpretation oftetms used in this Section. 1.05 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data on all finishing products and special coating. C. Samples: Submit two samples, 12 x 12 inch in size illustrating range of colors and textures available for each surface fmishing product scheduled. D. Samples: Submit two samples, 12 x 12 inch in size illustrating selected colors and textures for each color selected E. Manufacturer's Instructions: Indicate special surface preparation procedures, substrate conditions requiring special attention, and other data as necessary. PAINTING SECTION 09900 -1 1.06 1.07 1.08 1.09 1.10 PART 2 2.01 QUALIFICATIONS A Manufacturer: Company specializinginmanufacturingthe Products specified in this section withminimumithreeyears documarW experience. B. Applicator: Company specializing in perfmningthe work ofthis section with minimum three years documented experience. REGULATORY REQUIREMENTS A Conform to applicable codes for flame and smoke rating requirements for finishes. - FIELD SAMPLES A Provide field sample ofpaint under provisions of Section 01400. B. Provide field sample panel, one foot long by one foot wide, illustrating coating color, texture, and finish. C. Locate where direct A D. Accepted sample may remain as part ofthe Work. DELIVERY, STORAGE, AND HANDLING A Deliver, store, protect and handleproducts to site under provisions of Section 01600. B. Deliverproducts to site in sealed and labeled containers; inspect to v p insp erify acceptability. C. Container label to includemanufactureis name, type ofpaint, brand name, lotnumber, brand coda, coverage, surfacepreparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. D. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions. ENVIRONMENTAL REQUIREMENTS A Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product �t manufacturer. B. Do not apply exterior coatings during rain or snow, or when relative humidity is outside thehumidity ranges required by the paint product manufacturer. C. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F for exterior, unless required otherwise by manufacturers instructions. D. Minimum Application Temperature for Varnish Finishes: 65 degrees F for interior or exterior, unless required otherwise by manufacturers instructions. E. Provide lighting level of 80 8 candles measured mid -height at substrate surface. EXTRA MATERIALS A Furnish under provisions of Section 01700. B. For Each project, provide 1 gallon of each color, type, and surface texture to Owner. C. Label each container with color, type, texture, room locations, and date in addition to the manufacturer's label. PRODUCTS MANUFACTURERS A Manufacturers - Paint 1. Kelly Moore. 2. Glidden. 3. Sherwin Williams. B. Manufacturers - Transparent Finishes i I 1. Kelly Moore. 111 2. Glidden. 3. Sherwin Williams. C. Manufacturers - Stain 1. Kelly Moore. PAINTING SECTION 09900 - 2 11 ' 2. Glidden. 3. Sherwin Williams. D. Manufacturers - Primer Sealers 1. Kelly Moore. 2. Glidden. 3. Sherwin Williams. E. Manufacturers - Block Filler ` 1. Kelly Moore. 2. Glidden. 3. Sherwin Williams. F. Manufacturers - Concrete Masonry /Briclk Veneer Sealers 1. Kelly Moore. 2. Glidden. 3. Sherwin Williams. G. Manufacturer - Multi -Color Coating 1. Equivalent toZOLATONE. a. Zolatone Elites, waterbased multicolor coating. H. Substitutions: Under provisions of Section 01600. 2.02 MATERIALS A. Coatings: Ready mixed, except field catalyzed coatings. Process pigments to a soft paste consistency, capable ofbeing readily and uniformly dispersed to a homogeneous coating; good flow and brushing properties; capable of drying or curing free of streaks or sags. B. Accessory Materials: Linseed oil, shellac, turpentine, paintthinners and other materials not specifically indicated but required to achieve the finishes specified, of commercial quality. r - C. Patching Materials: Latex filler. !$. , D. Fastener Head Cover Materials: Latex filler. 2.03 FINISHES ( g A. Refer to schedule at end of section for surface finish and color schedule. PART 3 EXECUTION 3.01 EXAMINATION a; A. Verify site conditions under provisions of Section 01039. B. Verify that surfaces and/or substrate conditions are ready to receive work as instructed by the product manufacturer. C. Examinesurfaomscheduledtobefinishedpriortocommencementofwork. Report any conditionthat maypotedially affect proper application. D. Test shop applied primer for compatibility with subsequent cover materials. E. Measure moisture content ofsurfacesusing aneledronicmoisturemeter. Do not apply finishes unless moisture content ofsurfaces are below the following maximums: 1. Plaster and Gypsum Wallboard: 12 p=mt. 2. Masonry, Concrete, and Concrete Unit Masonry: 12 percent. 3. Interior Wood: 15 percent, measured in accordance with ASTM D2016. 4. Custom Casework: 15 percent, measured in accordance with ASTM D2016. ` 5. Finish Carpentry: 15 percent, measured in accordance with ASTM D2016. 6. Exterior Wood: 15 percent, measured in accordance with ASTM D2016. 7. Concrete Floors: 8 percent. 3.02 PREPARATION A. Remove electrical plates, all hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing. B. Correct defects and clean surfaces which affect work ofthis section. Remove existing coatings that exhibit loose surface defects. C. Seal with shellac and seal marks which may bleed through surface finishes. D. Impervious Surfaces: Remove mildew by scrubbing with solution oftri-sodium phosphate and bleach. Rinse with clean water and ' PAINTING SECTION 09900 - 3 allow surface to dry. - E. Aluminum Surfaces Scheduled for Paint Finish: Remove surface contamination by steam orhighpressurewater. Removeoxidation with acid etch and solvent washing. Apply etching primer immediately following cleaning. F. Asphalt, Creosote, or Bituminous Surfaces Scheduled for Paint Finish: Remove foreign particles to permit adhesion of finishing materials. Apply latex based sealer or primer. G. Insulated Coverings: Remove dirt, grease, and oil from canvas and cotton. H. Concrete Floors: Remove contamination, acid etch, and rinse floors with clear water. Verify required acid -alkali balance is achieved. Allow to dry. I. Copper Surfaces Scheduled for a Paint Finish: Remove contamination by steam, high pressure water, or solved washing Apply vinyl etch primer immediately following cleaning J. Copper Surfaces Scheduled for a Natural Oxidized Finish: Remove contamination by applying oxidizing solution ofcopper acetate and ammonium chloride in acetic acid. Rub on repeatedly for required effect. Once attained, rinse surfaces with clear water and allow to dry. K Gypsum Board Surfaces: Fill minor defects with filler compound. Spat prime defects after repair. L. Galvanized Surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer. M. Concrete and Unit Masonry Surfaces Scheduled to Receive Paint Finish: Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. Remove oil and grease with a solution oftri-sodium phosphate; rinse well and allow to dry. Remove stains caused by weathering of corroding metals with a solution of sodium metasilicateafter thoroughly wetting with water. Allow to dry. N. Concrete Masonry UnitsBricc Veneer/Concrete Surfaces Scheduled to Receive Sealer: Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. Remove oil and grease with a solution oftri-sodium phosphate; rinse well and allow to dry. Remove stains caused by weathering of corroding metals with a solution ofsodiurn metasilicate afterthoroughly wetting with water. Allow to dry. O. Plaster Surfaces: Fill hairline cracks, small holes, and imperfections with latex patching plaster. Make smooth and flush with adjacent surfaces. Wash and neutralize high alkali surfaces. P. Uncoated Steel and Iron Surfaces: Remove grease, mill scale, weld splatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Spot prime paint after repairs. Q. Shop Pruned Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Prime metal items including shop primed items. R. Interior Wood hems Scheduled to Receive Paint Finish: Wipe off dust and grit prior to priming Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats. S. Interior Wood Items Scheduled to Receive Transparent Finish: Wipe off dust and grit prior to sealing, seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealer has dried; sand lightly between coats. T. Custom Casework Scheduled to Receive Transparent Finish: Wipe off dust and grit prior to sealing, seal knots, pitch streaks, and sappy sections with scaler. Fill nail holes and cracks after primer has dried; sand between coats. U. Custom Casework Scheduledto Receive Paint Finish: Wipe offdust and grit prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealer has dried; sand between coats. V. Casework Interiors Scheduled to Receive Transparent Stain: Same as exterior. W. Casework Interiors Scheduled to Receive Paint Finish: Same as exterior. X. Exterior Wood Scheduled to Receive Paint Finish: Remove dust, grit, and foreign matter. Seal knots, pitch streaks, and sappy sections. Fill nail holes with tinted exterior caulking compound after prime coat has been applied. Y. Exterior Wood Sdheduledto Receive Transparent Finish: Remove dust, grit, and foreign matter; seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes with tinted exterior caulking compound after sealer has been applied. Z. Wood Timber Members: Prior to finishing, wash surfaces with solvent, remove grease and dirt. AA. Wood and Metal Doors Scheduled for Painting: Seal top and bottom edges with primer. 3.03 APPLICATION PAINTING SECTION 09900 - 4 A. Apply products in accordance with manufacturer's instructions. B. Do not apply finishes to surfaces that are not dry. C. Apply each coat to uniform finish. D. Apply each coat ofpanrt slightly darker than preceding coat unless otherwise approved. E. Sand wood and metal lightly between coats to achieve required finish. F. Vacuum clean surfaces free of loose particles. Use tack cloth just prior to applying neat coat. G. Allow applied coat to dry before neat coat is applied H. Where clear finishes are required, tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface. I. Prime concealed surfaces of interior and exterior woodwork with primer paint. J. Prune concealed surfaces of interior woodwork scheduled to receive stain or varnish finish with gloss varnish reduced 25 percent with mineral spirits. 3.04 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT A. Referto Section 15190 and Section 16195 forschedule ofoolor codingand identification banding ofequipment, duct work, piping, and conduit. B. Paint shop primed equipment. Paint shop prefinished items occurring at interior areas. C. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical components and paint separately. D. Prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed duds, hangers, brackets, collars and supports, and exposed raw edges except where items are prefnished. E. Paint interior surfaces of air duds that are visible through grilles and louvers with one coat offlat black paint, to visible surfaces. Paint dampers exposed behind louvers, grilles to match face panels. F. Paint exposed conduit and electrical equipment occurring in finished areas. G. Paint both sides and edges ofplywood backboards for electrical and telephone equipment before installing equipment H. Color code equipment, piping, conduit, and exposed duct work in accordancewith requirements indicated. Color band and identify with flow arrows, names and numbering. I. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. 3.05 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400. B. Test questionable coated areas in accordance with ASTM guidelines. 3,06 CLEANING A. Clean work under provisions of 01700. B. Collect waste material which may constitute a firchazard, place in closed metal containers and remove daily from site. 3.07 SCHEDULE - SHOP PRIMED ITEMS FOR SITE FINISHING A. Metal Fabrications; Section - 05500: Exposed surfaces of lintels, elevator pit ladders, and other miscellaneous items. B. Structural Steel Exposed to View; Section 05120: Exposed surfaces. C. Steel Joists; Section 05210: Exposed surfaces. D. Steel Doors; Section - 08111: Exposed surfaces. E. Steel Frames; Section - 08112; Exposed surfaces. 3.08 SCHEDULE - EXTERIOR SURFACES (when applicable) A. Wood - Painted (Opaque): PAINTING SECTION 09900 - 5 3.09 1. One coat of alkyd exterior primer equal to Kelly Moore (KM) #220 Exterior Prima. JI 2. T`wo coats of latex semi -gloss enamel equal to KM # 1250 Acry-L 4re Acrylic Semi -Gloss Finish. B. Wood - Transparent: 1.. 1. Two coats of semiAransparad stain equal to KM #1280 Kel-Tone Semi -transparent Stain. C. Wood Timber Members: 1. One coat of semi4ranspatent stain equal to KM #1285-666 Acrylic Stain Base. 2. Two coats of gloss varnish equal to KM #18 Rhino Spar Varnish. D. Pavement Markings: 1. Two coats of Line paint equal to KM #2130 Traffic Line finish, yellow. E. Concrete/Concrete Masonry Units: 1. One coat of block primer equal to KM #521 Acrylic Block Filler. 2. Two coats of flat acrylic paint equal to KM # 1105 Kel-Crete Acrylic Finish. _ F. Textured Gypsum Board Soffits: 1. One coat of latex primer sealer equal to KM #970 Ac y-Plex 1ii-Bide Vinyl Wall Sealer. 2. Two coats of satin latex paint equal to KM # 1610 Satin Sheers Latex Wall & Trim Finish. G. Steel - Unprimed: 1. One coat of alkyd primer equal to KM # 1710 Kel-Guard Zinc Chromate Red Oxide Primer. 2. Two coats of alkyd gloss enamel equal to KM #1700 Kel-Guard Rust Inhibitive Enamel. H. Steel - Shop Primed: 1. Touch-up with zinc chromate primer equal to KM # 1710 Kel-Guard Zinc Chromate Red Oxide Primer. 2. Two coats of alkyd gloss enamel equal to KM #1700 Kel-Guard Rust Inhibitive Enamel. L Steel - Exposed to View: 1. Touch-up with zinc chromate primer equal to KM # 1710 Kel-Guard Chromate Red Oxide Primer. 2. Two coats of alkyd gloss enamel equal to KM # 1700 Kel-Guard Rust Inhibitive Exterior Enamel. 1 Steel - Galvanized: 1. One coat galvanize primer equal to KM #1722 Kel-Guard Galvanized Iron Primer. 2. Two coats of alkyd gloss enamel equal to KM #1700 Kel-Guard Rust Inhibitive Enamel. K Aluminum - Mill Finish: 1. One coat etching primer. 2. Two coats of alkyd gloss enamel equal to KM #1700 Kel-Guard Rust Inhibitive Enamel. L. Copper: 1. One coat etching primer. 2. Two coats of alkyd gloss enamel equal to KM #1700 Kel-Guard Rust Inhibitive Enamel. M. Unpainted Brick/Concrete Masonry Units: i I. Two coat ofwaterproofmg/sealer. SCHEDULE - INTERIOR SURFACES (whet applicable) A. Wood - Painted: 1. One coat of alkyd primer equal to KM #985 Flo -Cote Enamel Undercoat. 2. T`wo coats of alkyd semi -gloss enamel equal to KM #1630 Kel-Carte Alkyd Semi -Gloss Enamel. B. Wood - Intumescert Coating: 1. One coat ofprime sealer. 2. Two coats of intumescent coating. C. Custom Casework - Transparent: Natural Finish - Color 1. Three coats KM #21 Gloss Kel-Thane Polyurethane Varnish or KM #22 Satin Kel-Thane Polyurethane Varnish. D. Custom Casework - Transparent: Stained and Lacquer Finish; Exterior and Interior Surfaces - Color As Selected 1. One coat of KM # 128"66 Waterbome Wiping Stain. 2. One coat KM #2183 Kel-Lac Uhra-Solids Sanding Sealer. 3. Two coats #2187 Kel-Lac Uhra-Solids Eggshell Lacquer E. Custom Casework Interior: Transparent Stain 1. Three coats KM #21 Gloss Kel-Thane Polyurethane Varnish or KM #22 Satin Kel-Thane Polyurethane Varnish. F. Custom Casework - Exterior and Irderior: Painted Finish 1. One coat of alkyd primer equal to KM #985 Flo -Cote Enamel Undercoat. PAINTING SECTION 09900 - 6 [1 2. Two coats of alkyd semi -gloss enamel equal to KM # 1630 Kel-Cote Alkyd Semi -Gloss Enamel. G. Wood Timber Members: 1. One coat of stain equal to KM # 1286-666 Waterborne Wiping Stain. 2. One coat or two outs KM #21 Gloss Kel-Thane Polyurethane Varnish OR KM #22 Satin Kel-Thane Polyurethane Varnish H. Concrde/Concrete Masonry Units 1. One coat of acrylic block filler equal to KM #521 Acrylic Block Filler. 2. T\vo coats of eggshell latex paint equal to KM # 1640 Acry-Plex Latex Eggshell Enamel. I. Concrete Masonry Units/Brick Veneer/Concrete: 1. One coat of clear, non -yellowing, acrylic block scaler equal to KM #531 Acrylic Block Seale:. J. Steel - Unprimed: 1. One coat of alkyd primer equal to KM # 1710 Kel-Guard Zinc Chromate Red Oxide Primer. 2. Two coats of semi -gloss acrylic latex enamel equal to KM # 1650 Acry-Plea Latex Semi -Gloss Enamel. K Steel - Primed: 1. Touch-up with alkyd prima equal to KM # 1710 Kel-Guard Zinc Chromate Red Oxide Primer. 2. Two coats of semi -gloss acrylic latex enamel equal to KM # 1650 Acry-Plex Latex Semi -Gloss Enamel. L. Steel - Exposed to View: 1. Touch-up with alkyd prima equal to KM # 1710 Kel-Guard Chromate Red Oxide Prima. 2. Two coats of semi -gloss acrylic latex enamel equal to KM # 1650 Acry-Plex Latex Semi Gloss Enamel. M. Steel - Galvanized: 1. One coat galvanize prima equal to KM # 1722 Kel-Guard Galvanized Iron Prima. 2. Two coats of semi -gloss acrylic latex enamel equal to KM # 1650 Acry-Plex Latex Semi -Gloss Enamel. N. Aluminum - Mill Finish: 1. One coat etching prima. 2. Two coats of semi -gloss acrylic latex enamel equal to KM # 1650 Acry-Plex Latex Semi -Gloss Enamel. O. Concrete Floors: 1. One coat of alkyd floor enamel equal to KM #1300 Industrial Maintenance Alkyd Floor Enamel thinned, 20%with Mineral Spirits. 2. Two coats of alkyd floor enamel equal to KM # 1300 Industrial Maintenance Alkyd Floor Enamel. P. Gypsum Board: 1. One coat of latex primer sealer equal to KM #970 Acry-Plex Hi -Hide Vinyl Wall Sealer. 2. Apply Orange Peel Texture for new walls in new construction; otherwise, match texture on existing walls. 3. Two coats of satin latex paint equal to KM #1610 Satin Sheen Latex Wall and Trim Finish. Q. Wall Surfaces Under Vinyl Wall Covering: 1. One coat of latex primer sealer equal to KM #970 Any-Plex Hi -Hide Vinyl Wall Sealer. R. Fire Retardant Finish: 1. One coat of fire retardant primer. 2. Two coats of fire rdardarn finish, gloss. 3. Flame and smoke rating of 25/5. S. Insulated Coverings - Canvas and Cotton: 1. One coat of alkyd primer sealer. 2. Two coats of alkyd enamel, eggshell. END OF SECTION PAINTING SECTION 09900 - 7 SECTION 15010 BASIC MECHANICAL REQUIREMENTS PART GENERAL t, 1.01 DESCRIPTION: A. The work covered by this section ofthe specifications includes the furnishing of all materials and labor as required for the installation of a plumbing system and heating and air conditioning system, all as shown on the drawings, as herein specified, or both. 1.02 RELATED DOCUMENTS: A Applicable requirements ofthe General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1.03 SUBMITTAL: A All submittal required by this section shall be submitted in accordance with Section 01300. 1.04 REGULATIONS: A 11 work shall be done in strict accordance and compliance with State and Local Laws, together with regulations ofthe particular Utility Companies concerned. B. Obtain permits as required by the local authorities having jurisdiction. C. To the extent applicable, all materials shall conform to the following publications ofthe issues listed below: I. Air -Conditioning and Refrigeration Institute (ARI) Standards: 480-87 Refrigerant -Cooled Liquid Coolers, Remote Type 495-85 Refrigerant Liquid Receivers 520-88ressors, Compressor Units and Condensing Units . 710-86 Liquid -Line Dries 2. Air Movemert and Control Association, Inc. (AMCA) Publications: 99-83 Standards Handbook 210-74 Laboratory Methods of Testing Fans for Rating Purposes. 3. American National Standards Institute (ANSI) Standards: A13.1-1981 Scheme for the Identification of Piping Systems. Al12.1.2-1942 (R 1979) Air Gaps in Plumbing Systems: A112.6.1 M-1979 Supports for Off -The -Floor Plumbing Fixtures for Public Use. 112.14.1.1975 Backwater Valves. Al12.21.1-1980 Floor Drains. �.. Al12.21.2-1983 Roof Drains. Al12.36.1-1983 Metallic Cleanouts. B1.20.1-1983 Pipe Threads, General Purpose (Inch). B16.1-1989 Cast Iron Pipe Flanges and Flanged Fittings, Class 25, 125, 250 and 800. B16.3-1985 Malleable -Iron Threaded Fittings, Class 150 and 300. B16.5-1988 Pipe Flanges and Flanged Fittings. B16.9-1986 Factory -Made Wrought Steel Buttwelding Fittings. [ B16.11-1980 Forged Steel Fittings, Socket -Welding and Threaded. B16.26-1988 Cast Capper Alloy Fittings for Flared Capper Tubes. B16.33-1981 Manually -Operated Metallic Gas Valves, for Use in Gas Piping Systems Up to 125 psig (Sizes 1/x through 2). B31.5-1987 Refrigeration Piping - BASIC MECHANICAL REQUIREMENTS SECTION 15010 -1 B31.8-1982 Gas Transmission and Distribution Piping Systems. L....,1 B36.10-1985 Welded and Seamless Wrought Steel Pipe. i 4. American Society of Heating, Refiigedating and Air -Conditioning Engineers, Inc. (ASHRAE) Standards: 15-89 Safety Code for Mechanical Refrigeration. 5. American Society for Testing and Materials (ASTM), Publications: 1 A 48-83 Gray Iran Castings. A 53-89 Pipe, Steel, Black and Hot -Dipped, Zinc -Coated, Welded and Seamless. A 74-87 Cast Iran Soil Pipe and Fittings. A 123-89 Zinc (Hot -Galvanized) Coatings on Products Fabricated from Rolled Pressed, and Forged Steel Shapes, Plates, Bars, and Strip. A 181-87 Forgings, Carbon Steel, for General-Putpose Piping. A 216-84b Steel Castings, Carbon, Suitable for Fusion Welding for High -Temperature Service. 1 B 88-89 Seamless Copper Water Tube. B 209-89 Aluminum and Aluminum -Alloy Sheet and Plate. C 33-86 Concrete Aggregates. I r 111 iii C-500-88 Gate Valves, 3 Through 48 In. NPS, for Water & Correction and Sewage Systems. C 533-80 Calcium Silicate Block and Pipe Thermal Insulation. rill C 534-82 Preformed Flehuble Elastomeric Cellular Thermal Insulation in Sheet and Tubular Form C 564-88 Rubber Gaskets for Cast Iron Soil Pipe and (R 1982) Fittings. C600-85 Installation of Ductile Iron Water Mains and Appurtenances. C601-85 Disinfecting Water Mains. C603-83 Installation of Asbestos -Cement Pressure Pipe. C606-83 Grooved and Shouldered Type Joints. C700-89a Cold Water Meters --Displacement Type. D 3350-84 Polyethylene Plastics Pipe and Fittings Materials. E 84-89a Surface Burning Characteristics of Building Materials. 6. American Society of Mechanical Engineers (ASME) Publication: Boiled and Pressure Vessel Code and Interpretation: Section IX Welding and Brazing Qualifications (1983); Addenda: Summer & Winter 1983; Summer & Wintr 1984; Errata; Summer 1985) Section VIII Pressure Vessels, Division 1 (1983; Addenda: Summer & Winter 1983; Summer 1984). 7. Underwriters' Laboratories, Inc. (UL) Publication: Fire Protection Equipment Directory (January 1985 with Quarterly Supplements). Gas and Oil Equipment Directory (Sep 1984 with Quarterly Supplements). UL 181 6th Ed.; Mar 19, 1984. UL 214 Tests for Flame -Propagation of Fabrics and Films (Apr 30, 1976, 4th Ed.). UL 268 Smoke Detectors for Fire Protective Signaling Systems (May 2, 1989 3rd Ed). f UL 507 Electric Fans (Jan 05,1990, 6th Ed.) UL 555 Fire Dampers and Ceiling Dampers (May 09, 1986, 3rd Ed.). UL 705 Power Ventilators (Dec 3, 1984, 4th Ed.). UL 900 Test Performance of Air Fitter Units (Mar 28, 1988, 4th Ed.; Rev thm May 14, 1983). j BASIC MECHANICAL REQUIREMENTS SECTION 15010 - 2 8. National Fire Protection Association (NFPA) Standards: 13-1989 Installation of Sprinkler Systems. 15-1985 Water Spray Fixed Systems for Fire Protection. 70-1990 National Electrical Code. 80-1986 Fire Door; and Windows. 90A 1989 Installation of Air Conditioning and Ventilating Systems. 96-1987 Installation of Equipment for the Removal of Grease -Laden Vapors from Commercial Cooking Equipment. 9. American Water Works Association (AWWA) Standards: B300-87 Hypodtlorites. B301-87 Liquid Chlorine. Q 105-88 Polyethylene Encasement for Gray and Ductile Cast -Iron Piping for Water and Other Liquids. i C203-86 Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape -Hot -Applied D 102-78 Painting Steel Water Storage Tanks. M20-73 Water Chlorination Principles and Practices. 1.05 DRAWINGS: A The exact locations and arrangement of all parts shall be determined after the equipment has been selected by the Engineer to conform in the best possible manner with the surfoundings, and as directed by the Engineer this will be accomplished as the work progresses. t_ B. Figured dimensions shall be followed without regard to scale; where no figures or memoranda are given, the drawings shall be followed; do not scale drawings. 1.06 PRECEDENCE: A The mechanical equipment, consisting of machinery, gas, water, heating duds, and other piping shall have precedence over the various wiring systems. 1.07 COOPERATION: A Each contractor shall cooperate with the General Contractor and all filter contractors to properly 000rdmate their work, to avoid interference and delays, and arrange all parts ofthe work so as to harmonize in service and appearance with all other ._. parts. 1.08 INTERFERENCES: A The plans are generally diagrammatic and the Contractor must harmonize the work ofthe different trades so that interference between piping equipment, architectural and structural work will be avoided. All necessary offsets in piping fittings, etc., required to properly install the work must be kept as close as possible to walls, ceiling, columns, eta, so as to take up the, minimum amount of space, and all offsets, fittings, etc., required to accomplish it must be furnished and installed by the contractor without additional cost to the Owner. B. Exact locations of mechanical and electrical outlets or equipment may be varied a reasonable amount by the Engineer before installation without additional cost to the Owner. C. All equipment and controls shall be so located and arranged that all parts will be available for proper maintenance. PART2 PRODUCTS 2.01 MATERIALS AND WORKMANSHIP: A All materials shall be new and of the quality speed. Materials shall be free f -o n defects and shall be of American manufacture. y B. This contractor shall be responsible for transportation ofhis materials to and on the job, and will be responsible for the storage and protection ofhis materials and work until the final acceptance ofthe job. 2.02 SOUND ISOLATION: A To prevent sound transmission and vibration, all operating equipment shall be isolated from the building oonstruction by means of mountings designed to obtain the highest efficiency of sound isolation as manufactured by Korfimd, Inc., or the BASIC MECHANICAL REQUIREMENTS SECTION 15010 - 3 e __, approved equal. Isolator sizes and methods of installation shall be in aocordance with recommendations ofthe manufactured. 2.03 FLUES: A All flues from gas fired equipment shall be of the proper size, and shall be of mculbestos of size shown with Breidert "Type V roof caps. 2.04 PAINTING: A No painting will be required under this section. 2.05 TESTING: A This contractor shall test all plumbing lines and equipment as described under "Testing, Adjusting and Balancing" section of these specifications. 2.06 ELECTRICAL: A Electric motors shall be of the speed, phase and voltage as specified and shall be oftype recommended by motor manufacturer for type of service involved. $. The Plumbing and Heating Contractor furnishing the motor shall install it. The Mechanical Contractor shall furnish such motor controls and starting equipment as specified or as required. The erection and connection of all switches, starting and control equipment, and the wiring of same, shall he done by the Electrical Contractor. Conduits from controllers to motors shall be flexible for not over three fed. (3) and shall he attached to the terminal housing of the motor. All flexible conduit to motor shall he waterprooftype with neoprene jacket. C. Where automatic controls are called for in the Plumbing, Heating and Air Conditioning specifications, the control instruments, such as motorized damper motors, motorized valves, etc., shall be installed by the Contractor famishing the controls, but all wiring necessary shall be done by the Electrical Contractor. The Contractor fiunishingthe controls shall furnish a control wiring diagram to the Electrical Contractor. D. Starters on air cooled condensing units, Heating and Ventilating units shall be furnished by the equipment manufacturer. The Refrigeration Contractor shall design, fumish, and install all other electrical panels and wiring starting at the end of designed main electrical feeders as shown on the drawings. 2.07 FLASHING: A Vent pipes shall he flashed and made watertight at the roofwith 4 lb. sheet lead. Flashings shall extend not less than tem inches (10") from the vent pipes in all directions, shall he extended up the vent pipes a minimum of six inches (6") at which point threaded standard cast-iron or malleable -iron recess roof couplings shall be installed to form counter -flashing or rain guards. Flashings in connection with cast-iron pipe vents shall he turned down into the pipes or hubs. Roof drains shall be flashed as detailed on the drawings. 2.08 PIPE SLEEVES: A Each contractor shall provide sleeves for service lines passing through walls, roof or floors, subject to Engineer's approval and/or as shown on the Drawings. Pipes passing through interior wall sleeves shall be free to move through sleeve. Sleeves exposed to view shall he equipped with cast brass escutcheons. B. All sleeves installed in vertical position shall be constructed of standard weight galvanized steel pipe. All sleeves in horizontal position shall he constructed of standard weight steel or extra heavy cast iron pipe unless otherwise noted, welded to steel plate in vertical position as detailed on the drawings. Pipe sleeve diameter shall be a minimum of 2 diameters larger than the outside ofpipepassing through same, and a minimum of 1" largerthan pipe plus insulation. Insulation shall pass thru sleeves. C. Where pipe extends through exterior walls below grade, oversize pipe sleeves, 2 diameters larger, made of standard weight steel pipe shall be used, and the annular space between service pipe and sleeves shall be filled with picked oakum and cement, or lead where required, to make a waterproof joint. D. All sleeves shall be installed flush with finished surfaces and/or as detailed on the Drawings. Copper pipes passing through steel pipe sleeves shall be installed with rubber insulation between pipe and sleeves Isolator insulation shall besimilarto Johns - Manville Aeratube. E. Where any pipe passes thru fire walls, smoke walls, and concrete slabs between floors, the Contractor shall furnish and install fire seals, U.L. listed, type IS, link -seal, as manufactured by Thunderline Corp., or approved equal. Fire and smoke seals shall be installed in steel pipe sleeve of correct size for pipe and insulation. PART 3 EXECUTION 3.01 EXCAVATING, TRENCHING AND BACKFILLING FOR PIPING: Trenches for all underground pipe lines shall be excavated 12" beyond required depths. The bottom of trenches shall be tamped hard and graded to segue the required fall. Bell holes shall be excavated so that pipe will rest on solid ground for its entire length. Sewer shall be laid in a separate trench, except where otherwise noted on the drawings. Before backfilling of pipe, Contractor shall provide blow -sand and/or clean rive sand in bottom of all trenches, 12" deep. Ll BASIC MECHANICAL REQUIREMENTS SECTION 15010 - 4 B. Backfifling: After pipelines have been tested, inspected, and approved by the Engineer, and prior to backfilling forms shall be removed, and the excavation shall be cleaned oftrash and debris. Backfill shall be placed in horizontal layers not exceeding 8" in thickness, and properly moistened to approximate optimum requirements. Each layer shall be compacted by hand or machine tampers or by other suitable equipment to a density that will prevent excessive settlement or shrinkage. Backfill shall be brought to a suitable elevation above grade to provide for anticipated settlement and shrinkage thereof. Blow -sand and/or river sand shall be placed over pipe, 8" minimum, above top of pipe before backfill is begun. Backfill material shall betype as specified in Section 02222, Excavating Filling and Grading. C. Where gravel, streets, paved streets, sidewalks, etc., are disturbed, cut and damaged in making connections to city sewer, water lines, gas lines, electric and telephone lines, the expense of repairing same in an approved manner, as required, shall he included under this contract. y D. See Section 15190 for identification of buried piping 3.02 INSULATING COUPLINGS: This Contractor shall furnish and install insulating couplings wherever piping material changes from galvanized steel pipe to copper, or from black steel to copper, and where shown on the drawings. 3.03 INSULATION: A. Furnish and install pipe, duct, and equipment insulation as specified under "Insulation" section of these specifications. 3.04 LABELS: A. This Contractor shall label all valves with permanent metal name tags, 1-'/2" diameter by 3116" thick brass name tags. Each tag shall describe fully the function of each valve by a stamped number on each side of tag and legend mounted under glass in each Mechanical Room. Each tag shall be applied to the handle of each valve with a hog ring and wrench. 3.05 FLOOR AND CEILING PLATES: A. All exposed pipes passing through floors, ceiling or walls shall beprovided with approved nickel or chromium plated cast brass ceiling plates securely attached with set screws. 3.06 EQUAL MATERIAL CONSIDERATION: A. Approval of equipment other than that specified does not relieve the Contractor from the responsibility of modifying the equipment ifneccssary to meet Structural, Architectural, Electrical, or Mechanical conditions as detailed and speed on the drawings. 3.07 INSTRUCTION MANUALS: A. Furnish four (4) complete bound copies of Instruction Manuals on all operating equipment to Owner. Manuals: complete with repair instructions, replacement parts list, and complete operating instructions and wiring diagrams. 3.08 TESTS AND ADJUSTMENTS: A. After completion ofthe work but before final payment is made, the Contractor shall run test over a sufficient period oftime to prove the proper capacity and performance of apparatus, etc., and of system as a whole to the approval ofthe Engineer. See Testing section of the Specifications. 3.09 GUARANTEE: A. This Contractor shall guarantee the workmanship and material against defects for a period of one (1) year from the date of acceptance, unless specified otherwise in other sections of this specification. END OF SECTION BASIC MECHANICAL REQUIREMENTS SECTION 15010 - 5 SECTION 16010 BASIC ELECTRICAL REQUIREMENTS PART GENERAL 1.01 SCOPE: A Conform with applicable provisions ofthe General Conditions, Special Conditions and General Requirements. B. Furnish all labor, materials, service,equipment and appliances requiredto completethe installation of1heoomplcte electrical system in accordance with the specifications and contract drawings. 1.02 REQUIREMENTS OF REGULATOR AGENCIES AND STANDARDS: A_ Regulatory Agencies: Installations, materials, equipment and workmanship shall oonform to the applicable provisions ofthe Air Force Manual 88-15, the National Electrical Code (NEC), the National Electrical Safety Code (NESC), and the terms and conditions ofthe electrical utility and other authorities having lawfuljurisdiction pertainingto the work required Allmodifications required bythese codes, rules, regulations and authorities shall be made bythe Contractor without additional charge to the Owner. B. Underwriters' Laboratories (UL): All materials, appliances, equipment or devices shall conform to the applicable standards of Underwriters' Laboratories, Inc. The label of; or listing by, UL is required C. Standards: Where referenced in these specifications or on the drawings, the publications and standards of the following organizations shall apply: Federal Specifications, Military Specifications, American Society of Testing and Materials (ASTM), InstituteofEledrical and Electronic Engineers (IEEE), Insulated PowerCable Engineers Association (IPCEA) National Electrical Manufacturers Association (NEMA),National Fire Protection Association (NFPA), American National Standards Institute(ANSI). 1.03 APPLICABLE PUBLICATIONS A- The following publications of the issues listed below, but referred to thereafter by basic designation only, form a part of this specification to the extent indicated by the references therein. Use latest edition of publication at time of bid. 1.04 SUBMITTALS: A Material List: As soon as possible after contract award and before material is ordered, the Contractor shall submit for approval a list of all proposed material and equipment, indicating manufacturer's name and general description. B. Shop Drawings: Submit for approval in ac cordancewiththe requireneds contained in the SPECIAL PROVISIONS, a minimum of six (6) copies of all shop drawings after the material list has been approved and prior to ordering Show complete outlines, dimensions, electrical services, control diagrams, electrical characteristics of special nature or critical to the installation, and pertinent data required for installation. Indicate in the transmittal that submittal has been reviewed and accepted and all contract deviations identified. In addition to, but not limited to, spec references or requests, submit shop drawings for the following applicable items; Lighting Fixtures. PART2 PRODUCTS 2.01 EQUIPMENT REQUIREMENTS: A The electrical requirements for equipment specified or indicated onthe drawings are based on information available at the time of design. If equipment furnished for installation has electrical requirements other than indicated on the electrical drawings, the Contractor shall make all adjustments to wire and conduit size, controls, overcurnant protection and installation as required to accommodate the equipment supplied, without additional charge to the Owner. The complete responsibility and costs for such adjustments shall be assigned to the respective section ofthis specification under which the equipment is furnished 2.02 MATERIALS: A. All similar materials and equipment shall bethe product of the same manufacturer. B. Where no specific material, apparatus, or appliance is mentioned, any fast -class product made by a reputable manufacture may be used, providing it conforms to the contract requirements and meets the approval ofthe Engineer. C. Materials and equipment shall bethe standard products of manufacturers regularly engaged intheproduction of such material and shall be the manufacturer's current and standard design. D. Equipment affected by attitude shall perform satisfactofilythe function intended at an altitude ofthe project site. E. Materials and Equipment shall conform to the respectivepublications and other requiementsspecifiedbelow. Other materials and equipment shall be as specified elsewhe-eherein and as shown onthe drawings, and shall betheproducts ofmanufacturers regularly engaged in the manufacture of such products. PART 3 EXECUTION BASIC ELECTRICAL REQUIREMENTS SECTION 16010 - 1 3.01 GENERAL: 1� A. Fabrication, erection and installation oftheoonipleteelectrical system shall be done in a first class workmanlikemarmer by qualified personnel experienced in such work and shall proceed in an orderly manner so as not to holdup the progress ofthe project. The Electrical Contractor shall check all areas and surfaces where electrical equipment or material is to be installed, removed or relocated and report any unsatisfactory conditions before starting work Commencement of work signifies this Contractor's acceptance of existing conditions. 3.02 TEMPORARY POWER AND LIGHTING: A. Furnish and install all temporary electrical facilities required for construction and safety operations. No part ofthe permanent electrical systems or the existing electrical system may be used for temporary service unless approved by the Engineer. Provide separate electrical metering. 3.03 PERFORMANCE TESTS: A. Thoroughly test all fixtures, services, and all circuits for proper operating condition and freedom from grounds and short circuits before acceptance is requested All equipment, appliances, and devices shall be operated under load conditions. B. After the interior -wiring system installation is complete and at such time as the Engineer may direct conduct operating tests for approval. When requested, test all the wire, cable, devices, and equipment after installation, to assure that all material continues to possess all the original characteristics as required by governing codes and standards listed in these specifications. C. Priortoacceptanceorbeneficialoccupancy,establishnominalbuildingpowerloadsandrecordvoltagereadingsatallpanelboards. Based onthese readings makefinal adjustments oftap changers on all transformers in the building electrical systernto comply with specifications and equipment installed D. Perform such other tests as required by other sections ofthese specifications or as requested to prove acceptability. E. Furnish all instruments and labor for testing. The Owner will furnish the necessary electric power. 3.04 OPERATING INSTRUCTIONS AND MANUALS: A. Instructions: Without additional charge to the Owner, furnish competent instruction to the Engineer in the care, adjustment and operation of all parts ofthe electrical equipment and systems. B. Manuals: Upon completion ofthe work, prepare and deliver to the Owner three (3) sets of complete operating and maintenance manuals forthe systems and major equipment installed. Include catalogdata, shop drawings, wiring diagrams, performance curves and rating data, spare parts lists, and manufacturer's operating and maintenance data. C. Other: The above requirements are in addition to specific instructions and manuals specified for individual systems or equipment. 3.05 IDENTIFICATION AND SIGNS: A. Mark each individual motor controller, disconnect switch, transformer, and remote control device to identify eadh item with its respective service. Marking maybe stenciled on the enclosure or adjacent surface inutility areas. Provide nameplates i n finished area. B. Provide nameplates with engraved lettering not less than 3/8 inch high where specified or noted. In general, use white core laminated plastic, attached with screws. Embossed plastic adhesive tape is not acceptable. Flush mounted devices may have identification engraved in the device plate. Identify panelboards, motor control centers, switchboards, and cabinets by nameplates with descriptions indicated on the drawings together with indication of location of the feeder overcuriamt protection. Install on inside of hinged doors of panelboards and cabinets. 3.06 EXCAVATION AND BACKFILLING: A. Perform excavation, backfillingandrepavingrequiredforworkunderthis Division in a000rdancewith DIVISION2, SITE WORK In general, backfill and tamp with compaction at least equal to that ofthe surrounding area. 3.07 WORKMANSHIP: A. All work shall be executed in a workmanlike manner and shall present a neat and mechanical appearance upon completion. All mechanics shall be capable experienced electricians. B. Panels and cutout boxes shall be properly supported from the building construction. Boxes shall beset plumb and at height best suited for adequate operation. Wiringtroughs and barriers shall be as required by the National Electric Code as amended to date. C. Symbols on drawings are approximately correct, but pre shall betaken that all fixture outlets are symmetrical on spaces, ceiling panels, bays or rooms, and all switdh outlets are on the strike side of doors. BASIC ELECTRICAL REQUIREMENTS SECTION 16010 - 2 D. Outlets may be varied slightly in location either horizontally or vertically by the Owner before installation. Outlets for special equipment shall be located and verified on the job before final rough -in is made. E. Unless otherwise noted on the plans or directed, locate outlet boxes as follows: (Dimensions are from bottom of box to floor.) Switches—-----4-0" Convenience Outlets 1'-4" or as noted Telephone Outlets 1'-4" or as acted Thermostats Y-0" Panelboards 6'-0" from top of floor Wallspeakers 8'-0" Clocks and Clock Outlets 8'-0" or as noted Buzzers 8'-0° Horns 10'-0" or as acted Bells 8'-0" or as noted Power Outlets 1'-4" or as noted Call in Switches :'-8" or as noted F. All work shall be concealed, and panels, boxes, etc., shall be flush type, unless otherwise noted on the drawings. All conduits and wiring shall be run from overhead unless otherwise noted. Ifwalls do not extend to ceilings, run conduit in slabs. Conduit in shop areas may be run exposed, threaded thru roof joist - G. All flush outlet boxes shall be set so that edge of cover comes flush with finished surface. Outlet boxes shall be of a suitable size and construction to serve the purpose properly. H. There shall be no more knockouts opened in any outlet box than are actually required. I. Outlet boxes shall be provided in all cases with proper supports for fixtures. J. All wires shall be polarized No joints or taps in feeders will be permitted under any condition. -- K. Joints in branch circuits shall occur only where such circuits divide, and shall then consist of one (1)through circuit, to which shall be spliced the branch from this circuit. L. Wire and cable connectors shall besolderless,medhanicaltype. Connectors for conductors #8 AWG and smallershall be Buchanan Electrical Products copper squeeze-ontypewith molded rubber orvinyl cap, Minnesota Mining and Manufacturing Co. Scotdhlodc, or Ideal hidustries Super -Nut spring connector with molded vinyl cap. M. Conduits shall be of such size and shall be so installed that the required conductors may be drawn in without injury or excessive stain. Powdered soapstone only maybe used as a lubricant where necessary. Sizes ofoonduits shall bein accordancewith National Codetables. Flexible metal conduit maybe used for final connections to motors, etc., but shall not be over 48" in total length from outlet box to motor. Waterproofflexibleconduit maybe used inexterior locations. Connectors for conductors largerthan #8 AWG shall be mechanical bolted type, insulated with clamp -on molded covers or vinyl plastic tape. The manufacturer shall be O.Z. Electrical Manufacturing Co., or Bumdy Engineering Company. Flexible conduit smaller than '/i"diameter shall not be permitted to be used. N. Where conduits enter boxes they shall be secured in place by galvanized locknuts and bushings. Conduit ends shall be carefully plugged during construction. ( O. Conduits, except those which are vertical fortheir entire length, and except conduits connecting ceiling outlets together, shall have a drag consisting of a number oftight fitting rubber washers drawn through before wires are pulled in. END OF SECTION BASIC ELECTRICAL REQUIREMENTS SECTION 16010 - 3 SECTION 16500 LIGHTING PART1 GENERAL 1.01 REQUIREMENTS A. Conform with applicable provisions ofthe General Conditions, Special Conditions and General Requir gents. A. Submit for approval complete shop drawings, catalog arts, special installation instructions, photometric data, and descriptive literature. When fixtures are proposed for substitution and prior approval has not been issued, the submittal for approval shall include artalogc is of both the specified and proposed fixtures. Catalognumbers shown an the Fixture Schedule are indicative of the general type desired and are not intended to restrict selection to fixtures of any manufacturer. Fixtures of similar designs and equivalent tight distribution and brightness characteristics and of equal finish and quality will be acceptable if approved by the Owner. All fixtures shall be of the type approved by Underwriters' Laboratories. PART PRODUCTS 2.01 GENERAL A. Furnish all lighting fixtures throughout ofthetype indicated on the drawings, complete with lamps, sockets, wiring, fitters, hangers, plaster rings, etc., as required. 2.02 LAMPS A. Fluorescent: 34W F34/P8 Cool White unless noted. B. Incandescent: Inside frosted; extended service, 130 volt. C. High Intensity Discharge: Phosphorcoated, Base up Burning unless noted, Type T self -extinguishing Universal burning lamps will not be accepted D. Manufacturers: General Electric, Phillips, or Sylvania. 2.03 BALLASTS A. Fluorescent: UL approved, highpowerfactorwith ETL certified CBM label, suitable for 120V operation as required. Soundrating of "A" for interior installations. Provide premium Class P protected ballasts with built-in thermally actuated automatic reclosing device. Manufacturers shall certify in writing that the ballast hotspot shall not exceed 90 deg. F. ambient temperature. Ballasts shall be energy savings type. Provide two (2) bolt attachment of ballasts. B. High Intensity Discharge: One lamp type as required for the application. Ballast for exterior H.I.D. lamps shall be rated for-20 deg F. C. Manufacturers: Advance Mark III, General Electric Maxi Miser I. 2.04 FLUORESCENT FIXTURES A. All fixtures, ballasts and supports shall be quiet in operation. Louvers, shields, reflectors and all sections ofthe channel structure shall be securely held in position. Fixtures shall not be mounted in such away that ballast hum will be amplified or transmitted into work areas. 2.05 FINISH A. Bonderized or equal treatment on all steel parts prior to applying finish. Metal parts shall be aluminum, brass, copper, bronze, or steel, with powder paint white enamel finish unless otherwise noted on the drawings. 2.06 FLUORESCENT LAMPHOLDERS A. Designed solampswillbeheldfirndyinplace, electrically andmedhanically,permittingeasyinsertion orrenovaloflamps.Provide corrosion resistant treated lamp pin contacts. 2.07 CEILING TRIM A. Furnish proper ceiling Names for ceiling material in which recessed futures are to be installed. Verify prior to ordering 2.08 LENS A. When an acrylic lens or diffuser is specified, it shall be of 1000/oacrylic meeting American Society for Testing Materials specifications for Methacrylate Molding and Extrusion Compounds(ASTM D788.63). Plastic diffusing panels, luminous sides LIGHTING SECTION 16500 -1 panels and other luminous plastic members of fixtures shall be made of not less than 0.156 inch Pattern 19 thick prismatic clean acrylic material. Plastic shall be non-flammable or shall have a flame spread rate of not more than 3.2 inches per minute for a '/2 inch width ofthe material. Theplastic shall show no yellowing apparent to the naked eye either when subjected to the accelerated weatheringtest in accordance with ASTM D-795-44T (500 hours exposure, using type S-1 lamp) or after prolonged exposureto a fluorescent lamp source under conditions identical with those existing in the fixture in which it is to be used. The plastic shall be non -electrostatic or the finished parts shall be treated with an anti -static wax. 2.09 HOUSING A. Not less than 20 gauge steel with powder paint white enamel finish applied over corrosion -resistant primer unless otherwise specifically approved 10117401w:04mull1 CC 3.01 SUPPORTS A. Support ceiling fixtures by anchorageto the ceiling only wherethe ceiling is concrete or masonry units. Provide mounting angles on trapeze where requiredto support light fixtures between structural members. No lighting fixtures, conduit or outlet boxes shall be supported from the building sheet metal de& Where lay -in construction is used, fixtures shall be on the lay -in type. Coordinate supports for lay -in fixtures with Ceiling Contractor. 3.02 LOW DENSITY CEILING A. Special attention is directed to the code restriction against mounting fluorescent fixtures on combustible low -density cellulose fiberboard (NEC 410-76(6)). If fixtures are to be installed that are not UL approved for this condition, a suitable mounting arrangement shall be developed which meets the approval ofthe Owner. 3.03 CEILING TRIM AND MEANS OF SUPPORT A. The ceiling trim and means of support of recessed fixtures shall be coordinated with the type of ceiling to be installed to insure proper installation. [tllrl'G3 �iTi�'fl�te3 A. Protect housings of recessed lighting fixtures during installation of internal blocking or framing to prevent distortion of sides or dislocation ofthreaded lugs which upon completion must be in perfect alignment and match the corresponding holes in frames or rims so that holding screws can be insUlled freely without forcing and remain so they can be easily removed when servicing. Threads to receive holding screws shall be chased after plating and finishing to insure easy installation and removal of knurled beaded screws by thumb pressure. 3.05 LAMP GUARDS A. Provide safety guard clips on open type fluorescent fixtures to prevent lamps from falling. 3.06 CLEAN-UP A. At final inspection, the fixtures and ligbting equipment shall be in first class operating order, in perfect condition as to finish, free from defects, completely lamped, clean and free from dust, plaster or paint spats, and complete with the required glassware, reflectors, side panels, louvers or other components necessary to oomplete the fixtures. 3.07 LAMPS A. Install new lamps in all lighting fixtures seven (7) days before building acceptance or beneficial occupancy, unless otherwise approved by the Owner. END OF SECTION LIGHTING SECTION 16500 - 2