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Resolution - 5344 - Contract - Wardroup & Associates - Municipal Building Renovations - 11/07/1996
RESOLUTION NO. 5344 Item #28 November 7, 1996 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 with Wardroup & Associates of Lubbock, Texas, to install and famish all materials and services as bid for the Municipal Building Renovations, attached herewith, and any associated documents, which contract shall be spread upon the minutes of the Council and as spread upon the minutes of this Council shall constitute and be a part of this Resolution as if fully copied herein in detail. Passed by the City Council this 7th day of AT EST: kaytld. Darnell, City Secretary PROVED AS TO CONTENT: Victor Kil [an, turchasing Manager APPROVED AS TO 13,o ald G. Vandiver, First Assistant City Attorney DGV : da/ccdocs/munibldg. res October 29, 1996 November 1996. ALEX "TY" COOKE MAYOR 1VROTEmPoRE 53��1 CITY OF LUBBOCK SPECIFICATIONS FOR MUNICIPAL BUILDING RENOVATIONS LEGAL & CITY SECRETARY OFFICES BID #13704 ...... . ... ..... ... . ... . ... RMVI CITY OF LUBBOCK Lubbock, Texas 1 City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 606-767-2167 ADDENDUM #2 ITB #13704 MUNICIPAL BUILDING RENOVATIONS MAILED TO VENDOR: OLD CLOSE DATE: NEW CLOSE DATE: Office of Purchasing October 15, 1996 October 16, 1996 @ 2:00 p.m. October 17, 1996 @'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. The Close Date has changed From: October IS, 1996 @ 2:00 pm To: October 17, 1996 @ 2:00 pm 2. Sheet A4, Finish Schedule, add the following: i CA017 New Files F1 B1 W2 W3 W3 W2 C1 91-00 CA018 Storage F1 B1 W1 W1 W1 W1 C1 9'-0' All requests for additional information or clarification must be submitted in writing and directed to: Ron Shuffield, Senior Buyer City of Lubbock P.O. Box 2000 �.. Lubbock, Texas 79457 I Questions may be faxed to: (806)767-2164 r or Email to: RShuffield(Mmail.cl.lubbock.tx.us ;NKYOU, i Ron Ue Shuffield Senior Buyer r PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID. I �'" 13704ad2dw r Office of Purchasing MAILED TO VENDOR: OCTOBER 9,1996 CLOSE DATE: OCTOBER 15, 1996 @2:00 PM ITB #13704 - MUNICIPAL BUILDING RENOVATIONS LEGAL & CITY SECRETARY OFFICES ADDENDUM # 1 The following items take precedence over specifications for the above named 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 M3 of 3, General Note 1, add the following: "Contractor shall adjust the existing sheave to provide the maximum CFM possible up to 1600 CFM. If air handling unit is at maximum CFM, no additional alterations are required." 2. Specifications Section 09260, Gypsum Board Systems, paragraph 2.3, E, add the following: 'Existing pre -finished gypsum board is a medium grade, new panels to also be medium grade. Contractor is to provide to the Owner twenty (20) additional panels matching those used on this project. The additional panels shall not be used on this project, panels are to be delivered to Owner, and panels are to be stored as directed. Additional panels are for future projects that are anticipated by the Owner." 3. Specifications Section 09688, Carpet, add the following: 'Owner will move existing furniture prior to removing existing carpet and installation of new carpet. The contractor is not responsible for moving furniture." 4. Specifications Section 09900, Painting, add the following: 'The contractor shall plan work so as to minimize the amount of on site painting that will be required. Schedule on site painting so as not to disturb Owner's employees or visitors. This includes odors and fumes. Coordinate painting schedule with Owners representative, Mr. Gary Smith." City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 1 606-767-2167 r Office of Purchasing MAILED TO VENDOR: OCTOBER 9,1996 CLOSE DATE: OCTOBER 15, 1996 @2:00 PM ITB #13704 - MUNICIPAL BUILDING RENOVATIONS LEGAL & CITY SECRETARY OFFICES ADDENDUM # 1 The following items take precedence over specifications for the above named 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 M3 of 3, General Note 1, add the following: "Contractor shall adjust the existing sheave to provide the maximum CFM possible up to 1600 CFM. If air handling unit is at maximum CFM, no additional alterations are required." 2. Specifications Section 09260, Gypsum Board Systems, paragraph 2.3, E, add the following: 'Existing pre -finished gypsum board is a medium grade, new panels to also be medium grade. Contractor is to provide to the Owner twenty (20) additional panels matching those used on this project. The additional panels shall not be used on this project, panels are to be delivered to Owner, and panels are to be stored as directed. Additional panels are for future projects that are anticipated by the Owner." 3. Specifications Section 09688, Carpet, add the following: 'Owner will move existing furniture prior to removing existing carpet and installation of new carpet. The contractor is not responsible for moving furniture." 4. Specifications Section 09900, Painting, add the following: 'The contractor shall plan work so as to minimize the amount of on site painting that will be required. Schedule on site painting so as not to disturb Owner's employees or visitors. This includes odors and fumes. Coordinate painting schedule with Owners representative, Mr. Gary Smith." i j i~ All requests for additional information or clarification must be submitted in writing and directed to: a RON SHUFFIELD P- SENIOR BUYER City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 ` Questions may be faxed to: (806)767-2164 THA YOU, 1 R NN SHUFFI SENIOR BUYER PLEASE RETURN ONE COPY WITH YOUR BID I i R I i a� l r r ii i CITY OF LUBBOCK INVITATION TO BID FOR TITLE: MUNICIPAL BUILDING RENOVATIONS LEGAL & CITY SECRETARY OFFICES ADDRESS: LUBBOCK, TEXAS BID NUMBER: 13704 PROJECT NUMBER: 9345.9211 CONTRACT PREPARED BY: PURCHASING DEPARTMENT INDEX 1. NOTICE TO BIDDERS 2, GENERAL INSTRUCTIONS TO BIDDERS 3. BID SUBMITTAL - BID FOR LUMP SUM CONTRACTS �^ 4. PAYMENT BOND 5. PERFORMANCE BOND 6. CERTIFICATE OF INSURANCE 7. CONTRACT 8. GENERAL CONDITIONS OF THE AGREEMENT 8. CURRENT WAGE DETERMINATIONS 10. SPECIFICATIONS 11. SPECIAL CONDITION NOTICE TO BIDDERS I NOTICE TO BIDDERS BID #13704 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 a.m. on the 16th day of October, 1996, 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: "MUNICIPAL BUILDING RENOVATIONS LEGAL & CITY SECRETARY OFFICES" After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Purchasing Manager and publicly read aloud. It is the sole responsibility of the bidder to 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 7th day of November, 1996, at the Municipal Building, 1625 13th Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities. The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. Said statutory bonds should be issued by a company carrying a current Best Rating of B or superior, as the rating of the bond company is a factor that will be considered in determination of the lowest responsible bidder. 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 3rd day of October, 1996, at 10:00 o'clock a.m., in the Purchasing Conference Room L-04, 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. r 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) 767-2281 at least 48 hours in advance of the meeting. q OF LUBBO KTOR KILMAN 2�� PURCHASING MANAGER Bid documents may be obtained upon request from the Purchasing Department at 162513th Street, Room L-04, Lubbock, Texas 79401; Telephone (806)767-2167/Fax (806)767-2164. GENERAL INSTRUCTIONS TO BIDDERS 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 MUNICIPAL BUILDING RENOVATIONS LEGAL & CITY SECRETARY OFFICES. 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. t 3. 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)767-2164 5. TIME AND ORDER FOR COMPLETION The construction covered by the contract documents shall be fully completed within 180 (ONE HUNDRED EIGHTY) 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. 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). 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. I,- r.. 7, IL: r 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. r 14. BARRICADES AND SAFETY MEASURES The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, r► 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, AS or corporations engaged in similar type of construction activity. . Explosive materials shall not be stored or kept at the construction site by the Contractor. t•-'' In all cases where explosives are to be used during the construction of the project contemplated by this contract, 4 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 t 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. 7 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 contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 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 fumished 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 govem. 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 4 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. (1) Insurance Certificates. (j) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders. If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered Incorporated by reference into the aforementioned contract documents. 7 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. BID SUBMITTAL BID SUBMITTAL LUMP SUM BID CONTRACT r 1 'LCE: LUBBOCK, TEXAS 'ROJECT NUMBER: 3idrf WARDROUP 13704 - MUNICIPAL BUILDING RENOVATIONS LEGAL & CITY SECRETARY OFFICES AND ASSOCIATES, INC. (hereinafter called Bidder) 7o Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) 3elldemen: rhnidder, in compliance with your invitation forbids for the construction of eCITY & LEGAL SECRETARY RENOVATIONS 1 laving carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related ;ontract documents and the site of the intended work, and being familiar with all of the conditions surrounding the :or 1ruction of the intended project including the availability of materials and labor, hereby intends to fumish all labor, nd rials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated below. The price to cover all expenses incurred in performing the ero►": required under the contract documents. 3ASE BID: LEGAUCITY SECRETARY RENOVATIONS r ERIALS: ✓Cx/ —N ��.: �idzryI-.Ally SE? -VICES: -Y& a TOTAL BASE BIC AL,ERNATE NO. 1: ENGINEERING DEPARTMENT RENOVATIONS MATERIALS: /AeJ*-"rz� 124x—e-sl,�ziig fxx-aliav A,,c. c- fir=—. ($ , ry ) Sf "m TOTAL AL t ERNATE NO. 2: CITY SECRETARY CARPET REPLACEMENT M7rER1ALS:gu�.r�t x / �x�/J,� c= IJ �/.r:GC-�1/ - !—� r/C�✓/�C T�{$ys SERVICES: all T AL ALTERNATE NO.2 (ADDY 2vo � L cul rt✓ - ��w i -1•+�' , ($ (Prnount shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) i N 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, Igo (ONE HUNDRED EIGHTY) consecutive cr indar days thereafter as stipulated in the specifications and 'other contract documents. Bidder hereby further agrees td gay to Owner as liquidated damages the sum of $200.00 (TWO HUNDRED DOLLARS) for each consecutive day in excess of the time set forth hereinabove for completion of this project, all as more fully set forth in the gene alndar cy-ditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and sub Instruction number 21 of the General Instructions to Bidders, matted in accordance with 7 Bidder understands that the Owner reserves the he right to reject any or all bids and to waive any formality in the The Bidder agrees that this bid shall be good and may not be withdrawn after the scheduled closing time for receiving bids. for a period of thirty (30) calendar days 7 The undersigned Bidder hereby declares that he has visited the site of the work.and has careful) ex pl�..s, specifications and contract documents pertaining to the work covered by this bid, and he further agreesrtoned the commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on7hich he has bid; as provided in the contract documents. Bidders are required, whether or not a payment or performance bond Is required, to submit a cashier's check or e ed check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, )a ble without recourse to the order of the City of Lubbock in an amount not less than five percent (5% ) of the total rm'ujnt of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds if equired) within (ten) 10 days after notice of award of the contract to him. r - Enclosed with this bid is a Cashier's Check or Certified .Check for 5% maximum bid ►ollars ($ or a Bid Bond in the sum of ollars ►hIFA it is agreed shall be collected and retained by the Owner as liquidated damages in the event the(bid is accepted by ie I :wrier and the undersigned falls to execute the necessary contract documents and the required bond (if any) with the Wr,cr within ten (10) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check r bond shall be returned to the undersigned upon demand. C Bidder understands and agrees that the contract to be executed bydder all be bound and include all contact 3cuments made available to him for his inspection in accordance with the Notice t Bidders. I alp., Bidder is a WALLACE C. WAA'EC/ DENNIS W. WARDROUP PRESIDENT (Printed or Typed Name) WARDROUP AND ASSO TAWES, INC_ Company 4408-BROWNFIELD DRIVE Address LUBBOCK- TEXAS ,LUBB)CK City, County XAS ,_79410 State Zip Code Telephone: 806/ - 795-8032 Fax: 806 . 793-2055 i r G LIST OF SUBCONTRACTORS e ' Minority Owned Yes No . 1. F c- - G f3— 0 2. 4. 0 0 s.^ 0 ❑ �. ❑ ❑ �. 0 0 3. 0 0 a. 0 0 OT ❑ 0 1 F BID BOND KNOW. ALL MEN BY THESE PRESENTS: That we WARDROUP & ASSOCIATES, INC. 'Principal, and NATIONAL AMERICAN INSURANCE COMPANY Surety, are held and firmly bound unto CITY OF LUBBOCK , Obligee, in the sum of FIVE PERCENT OF THE GREATEST AMOUNT BID---------------------�_�� ��------------------ ---------------------- --Dollars for the payment of which we bind ourselves, our legal representatives, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has submitted or is about to submit a proposal to Obligee on a contract for MUNICIPAL BUILDING RENOVATIONS LEGAL & CITY SECRETARY OFFICES BID NO. 13704 NOW, THEREFORE, if the said contract be awarded to Principal and Principal shall, within such time as may be specified, enter into the contract in writing and give such bond or bonds as may be specified in the bidding or contract documents with surety acceptable to Obligee; or if Principal shall fail to do so, pay to Obligee the damages which Obligee may suffer by reason of such failure not exceeding the penalty of this bond, then this obligation shall be void; otherwise to remain in full force and effect. & Signed, sealed and dated WARDROUP OCTOBER 15, 1996 (Principal - by NIS NATIONAL A>! (Surety) �j G -23054-c 30CIATES, INC. (Seal) iRDROUP, PRESIDENT ECAN;7TESMANCE COMPANY Attornev-in-Fact NATIONAL AMERICAN INSURANCE COMPANY POWER OF ATTORNEY OMAHA,: NEBRASKA PRINCIPAL WARDROUP & ASSOCIATES, INC- EFFECTIVE DATE OCTOBER 15, 1996 [� P.O. BOX 6999 LUBBOCK TEXAS 79493 (STREET ADDRESS) (CITY) (STATE) (ZIP CODE) CONTRACT AMOUNT FIVE PERCENT OF THE GREATEST AMOUNT BIDAMOUNT OF BOND $---"--_5% ------ — POWER NO.. CB 19303 KNOW ALL MEN BY THESE PRESENTS: That the National American Insurance Company, a corporation duly organized under the laws of the State of Nebraska, having its principal office in the city of Chandler. Oklahoma, pursuant to the following resolution, adopted by the Board of Directors of the said Company on the 8th day of July, 1987, to wit: "Resolved, that any officer of the Company shall have authority to make, execute and deliver a Power of Attorney constituting as Attorney -in -Fact, such persons, firms, or corporations as may be selected from time to time. Be It Further Resolved, that the signature of any officer F nd the Seal of the Company may be affixed to any such Power of Attorney or any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such powers so executed and certified by facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." National American { Insurance Company does hereby make, constitute and appoint HOWARD COWAN, KEVIN J. DUNN, OR MARLA HILL State of TEXAS its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf, and its act and deed, as follows: i The obligation of the Company shall not exceed one million ($1,000,000.00) dollars. And to bind National American Insurance Company thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officer of the Natianal American Insurance Company, and all the acts of said Attorney(s) pursuant to the authority herein given, are hereby ratified and confirmed. IN WITNESS WHEREOF, the National American Insurance Company has caused these presents to be signed by any officer of the Company and its Corporate Seat to be hereto affixed. NATIONAL AMERICAN INSURANCE COMPANY `CAN INSVq e<VP `OPPOq�r��'fP c Sze A T ; 01 W. Brent LaGere. Chairman & Chief Executive Officer �L a 'r`4, F OMAN' MFlgAEKA STATE OF OKLAHOMA) SS: COUNTY OF LINCOLN ) On this 8th, day of July, A.D. 1987, before me personally came W. Brent LaGere, to me known, who being by me duly sworn, did depose and say; that he resides in the County of Lincoln, State of Oklahoma; that he is the Chairman and Chief Executive Officer of the National American Insurance Company, the corporation described in and which executed the above instrument; that he knows the seal of said cor-poration; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto by like order. i STATE OF OKLAHOMA) SS: COUNTY OF LINCOLN ) I, the undersigned, Assistant Secretary of the National American Insurance Company, a Nebraska. Corporation, DO HEREBY CER- TIFY that the foregoing and attached POWER OF ATTORNEY remains in full force. Signed and Sealed at the City of Chandler. Dated the 15TH day of OCTOBER , 1996 OOPPOq�rF'ZC ti 1 S A * orWinifred E. Mendenhall, Assistant Secretary .7t�tiL ,e OMAN' I NFERAEK� SpA Aw "�-/�C ,%.� OTA 4 PUBLIC Notary Public Aft O " My Commission Expires August 31, 1999 e °r44140��1+ ~COLM C STATE OF OKLAHOMA) SS: COUNTY OF LINCOLN ) I, the undersigned, Assistant Secretary of the National American Insurance Company, a Nebraska. Corporation, DO HEREBY CER- TIFY that the foregoing and attached POWER OF ATTORNEY remains in full force. Signed and Sealed at the City of Chandler. Dated the 15TH day of OCTOBER , 1996 OOPPOq�rF'ZC ti 1 S A * orWinifred E. Mendenhall, Assistant Secretary .7t�tiL ,e OMAN' I NFERAEK� 1 L J t PAYMENT BOND E t k i s 1 , BAND CHECK - BEST RATING LICENS D I EXAS DATE Y1 f'" . t STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE r (CONTRACTS MORE THAN $25,000) KNOW ALL MEN BY THESE PRESENTS, th0&rxl1 Glk '(hereinafter called the Principal(s), as - L (hereinafter called the Surety(s) as ur t s) are eld atid firmly o nd unto the Cit of Lubbock (hereinafter called the Obligee), in the amount ofLars ($ lawful money of the United States for the payment whereof, W6 A 'if Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHE AS, the Principal has entered into a certain written contract with the Obligee, dated the r day of � , 19_qL to and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; E PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond.shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. yJ IN WITNE ' WHEREO , the said P 'ncipal (s) and Surety (s) have signed and sealed this instrument this day of 19. k11e' . HOWARD COWAN ATTY IN FACT i W? WA__ NO i — 0901 TIME r By: (Title) By: (Title) By: (Title) a The undersi ned sure pany represents that it is duly qualified to do business in Texas, and hereby -. designates HOW RD COV�iR�''an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. r Approved as to form: City bbock ` !"• Y Ci ttomey ATTY t N -FAG'S ` Yi * Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. IMPORTANT NOTICE To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 FAX # (512)475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. NATIONAL AMERICAN INSURANCE COMPANY OMAHA, NEBRASKA POWER OF ATTORNEY PRINCIPAL WARDROUP & ASSOCIATES, INC. EFFECTIVE DATE NOVEMBER 7, 1996 P. 0. BOX 6999 LUBBOCK TEXAS 79493 (STREET ADDRESS) (CITY) i STATEi (ZI P CODEi CONTRACTAMOUNT $142,454.00 AMOUNTOFBONDS 142,454.00 POWERNO. CB 19331 KNOW ALL MEN BY THESE PRESENTS: That the National American Insurance Company, a corporation duly organized under the laws of the State of Nebraska, having its principal office in the city of Chandler, Oklahoma, pursuant to the following resolution, adopted by the Board of Directors of the said Company on the 8th day of July, 1987, to wit: "Resolved, that any officer of the Company shall have authority to make, execute and deliver a Power of Attorney constituting as Attorney -in -Fact, such persons, firms, or corporations as may be selected from time to time. Be .It Further Resolved, that the signature of any officer end the Seal of the Company may be affixed to any such Power of Attorney or any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such powers so executed and certified by facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." National American Insurance Company do --s hereby make, constitute and appoint . HOWARD COWAN, KEVIN J. DUNN, OR MARLA HILL State of TEXAS its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in its name. place and stead, to sign, execute, acknowledge and deliver in its behalf, and its act and deed, as follows: The obligation of the Company shall not exceed one million ($1,000,000.00) dollars. And to bind National American Insurance Company thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officer of the Natianal American Insurance Company, and all the acts of said Attorneys) pursuant to the authority herein given, are hereby ratified and confirmed. IN WITNESS WHEREOF, the National American Insurance Company has caused these presents to be signed by any officer of the Company and its Corporate Seal to be hereto affixed. NATIONAL AMERICAN INSURANCE COMPANY P`GpN INS(#4, cSEAL r i W. Brent tsGere. Chidrman & Chief Executive Otricer �1.+ a - _ STATE OF OKLAHOMA) SS: COUNTY OF LINCOLN ) On this 8th day of July, A.D. 1987, before me personally came W. Brent LaGere, to me known, who being by me duly sworn, did depose and say; that he resides In the County of Lincoln, State of Oklahoma; that he Is the Chairman and Chief Executive Officer of the National American Insurance Company, the corporation described In and which executed the above instrument; that he knows the seal of said cor- poration; that the seal affixed to the said Instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto by like order. o T 9 PUBLIC Notary Public i :'n a My Commission Expires August 31,1999 'COIN OOVN .. - STATE OF OKLAHOMA) SS: COUNTY OF LINCOLN ) 1, the undersigned, Assistant Secretary ot.the Natlomi1.:American Insurance Company, a Nebraska Corporation. DO HEREBY CER- TIFY that the foregoing and attached POWER OF ATTORNEY remains in full force. Signed and Sealed at the City of Chandler. - Dated the 14TH day of NOVEMBER ,19 96 ->&/`.Y4} .��Winifred E. Mmdenhal4 Assistant Seenlary PERFORMANCE BOND BOND CHECK BEST RATING "'EN IN AS DATE Y STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called 4he Principal(s), as Principal(s), and _ n n c n (herein fter called the Suret s , as S re y s , e Id fi y poprid uHto the 1✓it of Lu bock (hereinafter called the Obligee), in the amount of ollars ($ -LX lawful money of the United States for the payment whereof, h i Principal and 8urety bind themselves, and their heirs, administrators, , executors, successors and assigns, jointly and severally, firmly by these presents. WHERFAS, the Princip I has entered into a certain written contract with the Obligee, dated the L day of , 19B to and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance. with the provisions of said article to the same extent as if it were copied at length herein. 1/1 IN WITNES§ WHEREOF, th said Principal (s) and Surety (s) have signed and sealed this instrument this day of e f {" Surety Principal P' * By.By: itle%HMRAN6 CT (Title) By: (Title) r " a `', t By. (Title) 0 r The unders�gaed Surett,yy mpany represents that it is duly qualified to do business in Texas, and hereby designates HOWA�� �%�rlgent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship n -u n n Surety *By: t11i1e� HOWARD COWAN Approved as to Form ATTY I N _FACT City of bbock Y Attorney ., * Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. f 5 7 _ N y CERTIFICATE OF INSURANCE A®:441:1m. CERTIFICATE OF INSURANCE°iiia/9 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION THE INWEST GROUP, INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 110 N. MARIENFELD ST., SUITE 330 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. I -MIDLAND, TEXAS 79701 COMPANIES AFFORDING COVERAGE I COMPANY A OKLAHOMA SURETY CO. (MID -CONT.) r. ASURED COMPANY WARDROUP & ASSOCIATES, INC. B TEXAS WORKERS COMP. INS. FUND � P. 0. BOX 6999 COMPANY ;,,LUBBOCK, TEXAS 79493 C ALBANY INS. COMPANY COMPANY D ;OVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD i INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 3 I I1 LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS A GENERAL LIABILITY GENERAL AGGREGATE $ 2000000 I COMMERCIAL GENERAL LIABILITY CGL223188 10/1/96 10/1/97 PRODUCTS - COMP/OP AGG $ 2000000 CLAIMS MADE ©OCCUR PERSONAL &ADV INJURY $ lOOOOOO OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE $ 1000000 I FIRE: DAMAGE (Any one fire) $ 50000 MEC EXP (Any one person) $ 5000 I A AUTOMOBILE LIABILITY ANY AUTO 06—TX-5445-3 10/1/96 10/1/97 COfvIBINEDSINGLE LIMIT $ 1000000 BODILY INJURY $ JALL OWNED AUTOS SCHEDULED AUTOS (Per person) BOCILY INJURY $ HIRED AUTOS NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTFER THAN AUTO ONLY: ANY AUTO EACH ACCIDENT $ I AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ $ L OTHER THAN UMBRELLA FORM B WORKERS EMPLOYERS'LIABILITnONAND TSF10418504 10/3/96 10/3/97 STATUTORYLIMITS EACH ACCIDENT $ SOOOOO DISEASE - POLICY LIMIT $ 500000 THE PROPRIETOR/ INCL PARTNERS/EXECUTIVE OFFICERS ARE: EXCL DISEASE - EACH EMPLOYEE $ 500000 G. OTHER BUILDERS RISK 8S22317-96 10/1/96 10/1/97 PER JOB $ 250000 DISASTER $ 1250000 DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLES/SPECIAL ITEMS RE: CITY OF LUBBOCK - BID #13704 - MUNICIPAL BUILDING RENOVATIONS LEGAL & SECRETARY OFFICES ADDITIONAL INSURED AND WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK EXCEPT WORKER'S COMPENSATION CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF LUBBOCK EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL P. 0. BOX 2000 10` DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, LUBBOCK, TEXAS 79457 BUT FAILURE TO MAIL SUCH NOTICE f,149LL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMP fQY, ITS AGE.NT_S_DR- REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ; ACORD 25-S (3/93) L-- 0 ACORD CORPORATION 1993 AfFhOla®. CERTIFICATE OF INSURANCE ii%15/96 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 'THE INWEST GROUP, INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 110 N. MARIENFELD ST., SUITE 330 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. MIDLAND, TEXAS 79701 COMPANIES AFFORDING COVERAGE COMPANY A OKLAHOMA SURETY CO. (MID—CONT.) ( NSURED�`P. COMPANY WARDROUP & ASSOCIATES, INC. B 0. BOX 6999 COMPANY [LUBBOCK, TEXAS 79493 C ICOMPANY 11'.s D ,:.OVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. COTYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE (MM/DD/YY) DATE (MM/DD/YY) A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY FORTHCOMING CLAIMS MADE ❑ OCCUR X OWNER'S & CONTRACTOR'S PROT e w AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 11/15/96 111/15/97 GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ PERSONAL & ADV INJURY $ EACH OCCURRENCE $ FIRE: DAMAGE (Any one tire) $ MED EXP (Any one person) $ COE48INED SINGLE LIMIT 1 $ BODILY INJURY I $ (Per person) BODILY INJURY $ (Per accident) I PROPERTY DAMAGE I $ OTHER NAMED INSURED: CITY LL -F-- LUBBOCK LUBBO�KOXTE000 XAS 79457 DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES/SPECIAL ITEMS RE: CITY OF LUBBOCK — BID #13704 — MUNICIPAL BUILDING RENOVATIONS LEGAL & SECRETARY OFFICES. _ CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF LUBBOCK EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL P. 0. BOX 2000 10 DAYS WRITTEN SAH TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, LUBBOCK, TEXAS 79457 BUT FAILURE TO MAIL SIKH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF a ANY KIND UPON THE COMPANY. ITS AGENTS OR REPRESENTATIIVE AUTHORIZED REPRESENTATIVE i 14 r ACORD 25-S (3/93) (DAC' C4 RP�RA'f1O Q ; GARAGE LIABILITY ANY AUTO i AU70 ONLY - EA ACCIDENT 1 $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE I$ EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM I EACH OCCURRENCE $ AGGREGATE is is WORKERS COMPENSATION AND EMPLOYERS' LIABILITY THE PROPRIETOR? INCL ERS/EXECUTIVE OFFICERS ARE: REXCL OFFICT ERS STATUTORY LIMITS EACH ACCIDENT $ -POLICY IOYEE s DISEASE - EACH EMPLDISEASE $ OTHER NAMED INSURED: CITY LL -F-- LUBBOCK LUBBO�KOXTE000 XAS 79457 DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES/SPECIAL ITEMS RE: CITY OF LUBBOCK — BID #13704 — MUNICIPAL BUILDING RENOVATIONS LEGAL & SECRETARY OFFICES. _ CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF LUBBOCK EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL P. 0. BOX 2000 10 DAYS WRITTEN SAH TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, LUBBOCK, TEXAS 79457 BUT FAILURE TO MAIL SIKH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF a ANY KIND UPON THE COMPANY. ITS AGENTS OR REPRESENTATIIVE AUTHORIZED REPRESENTATIVE i 14 r ACORD 25-S (3/93) (DAC' C4 RP�RA'f1O Q ; r 1" r CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT To Be Completed by Appropriate Insurance Agent/Broker Prior to Award of Contract I, the undersigned Agent/Broker, certify that the insurance requirements contained in this bid document have been reviewed by me with the below identified Contractor. If the below identified Contractor is awarded this contract by the City of Lubbock, I will be able to, within ten (10) days after being notified of such award by contractor, furnish a valid insurance certificate to the City meeting all of the requirements defined in this bid/proposal. Agent (Signature) Name of Agent/Broker: Address of Agent/Broker: City/State/Zip: Agent/Broker Telephone Number. t Date: Agent (Print) F CONTRACTOR'S NAME: (Print or Type ) CONTRACTOR'S ADDRESS: w NOTE TO AGENT/BROKER If this time requirement 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)767-2165. 71 BID #13704 - MUNICIPAL BUILDING RENOVATIONS LEGAL & CITY SECRETARY OFFICES r FA CONTRACTOR SHALL: CONTRACTOR CHECKLIST (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: r 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.❑ 0 CONTRACT d a, z, pry I CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 7th day of November, 1996, by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through David R. Langston, Mayor, thereunto authorized to do so, hereinafter referred to as OWNER, and Wardroup & Associates, 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 # 13704 - MUNICIPAL BUILDING RENOVATIONS LEGAL & CITY SECRETARY OFFICES - $142,454.00 and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Condition of Agreement. L! The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified in the contract documents. I . The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, Texas in the year and day first above written. ATT T: Secret APPROVED AS To COTENT: r� n spepr&fintative 7 AP OVED A TO FORM: '" Ci Attorney 4 ATTEST: Cor o at ary TUMUCE C. VARDROUkja Cl' By CONTRAC WARDROUP & AS OCIATES, INC. r By: PRINTED NAMEDEKFI$ 11 1D�6t1P p�.* TITLE: [��I` 7t-rW COMPLETE ADDRESS: Wardroup & Associates, Inc. 4408 -Brownfield Drive Lubbock,Texas 79410 ` GENERAL CONDITIONS OF THE AGREEMENT 71 l: GENERAL CONDITIONS OF THE AGREEMENT 7 1. OWNER Whenever the word Owner, or the expression Party of the First Part, or First Party, are used in this contract, it shall be understood as referring to the City of Lubbock, Texas. 2. CONTRACTOR r Whenever the word Contractor, or the expression Party of the Second Part, or Second Party, is used, it shall be understood to mean the person, persons, co -partnership or corporation, to wit: WARDROUP & ASSOCIATES, INC. who has agreed to perform the work embraced in this contract, or to his 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, under whose supervision these contract documents, including plans and specifications, were prepared, and GARY SMITH, FACILITIES MANAGER, who will inspect constructions; or to I such other representative, supervisor, or inspector as may be authorized by said Owner to act in any particular under this agreemeht. Engineers, supervisor 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 his inspection in accordance with the Notice to Bidders. 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. I 6. SUBCONTRACTOR r 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. Flo 7. WRITTEN NOTICE f 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 intended, or if delivered at or sent certified mail to the last business address known to him who gives the notice. r 8. WORK 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. r 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. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative *ill check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished with one copies of all Pians, Profiles and Specifications without expense to him and he shall keep one copy of same consistently accessible on the job site. 12. RIGHT OF ENTRY The Owner's Representative may make periodic Visits to the site to observe the progress of quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. He will not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will he be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. His efforts will be directed towards providing assurances for the Owner that the completed project will conform to the requirements of the contract documents, but he will not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. On the basis of his onsite observations, he will keep the Owner informed of the progress of the work and will endeavor to guard the Owner against defects and deficiencies in the work of the Contractor. 13. LINES AND GRADES All lines and grades shall be furnished by the Owner's Representative whenever 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 his 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 him, his Subcontractors, or his employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. r 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative shall review all work included herein. He has the authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract. In order to permit delays and disputes and to discourage litigation, it is further agreed that 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 this contract. He 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 Owner's Representatives' estimates and findings shall be conditions precedent to the right to any action on the contract, and to any rights of the Contractor to receive any money under this contract. The Owner's Representative shall, within a reasonable time, render and deliver to both the Owner and the Contractor a written decision on all claims of the parties hereto and on all questions which may arise relative to the execution of the work or the interpretation of the contract, specifications and plains. 15. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper inspection and examination of the work. The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within six (6) days make written appeal to the Owner's Representative for his decision. 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's Representative. The superintendent shall represent the Contractor in his absence and all directions given to him shall be binding as if given to the Contractor. 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 r Contractor and all risk in connection therewith shall be borne by the Contractor. The Owner or Owner's Representatives will not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of his agents or employees, or any other persons performing any of the work. 17. CONTRACTOR'S UNDERSTANDING 7 it is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature and L . 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 effect the work under this contract. No verbal agreement or conversation with any officer, agent, or employee of the Owner, either before or after the execution of this contract, shall effect or modify any of the terms or obligations herein contained. 18. CHARACTER OF WORKMEN The Contractor agrees to employ only orderly and competent men, 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 him in writing that any man or men on the work, are, in his opinion, incompetent, unfaithful, or disorderly, 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 direct, and the sanitary conditions of the grounds in or about such structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. 20. SANITATION Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's Representative and their use shall be strictly enforced. 21. OBSERVATION AND TESTING The Owner or Owner's Representative shall have the right at all reasonable 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 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 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 Observer has previously accepted the work through oversight or otherwise. If any 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 work which is required to be inspected, tested, or approved is covered up without written approval or consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals shall be bome by the Contractor unless otherwise provided herein. Any work which falls to meet the requirements of any such tests, inspections or approval, and any work which meets the requirements of any such tests or approval but does not meet the requirements of the contract documents shall be considered defective. Such defective work shall be corrected at the Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under this agreement to make such inspections, tests, or approvals shall relieve the Contractor from his obligation to perform the work in accordance with the requirements of the contract documents. l 22. DEFECTS AND THEIR REMEDIES It is further 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 Owners' Representative as unsuitable or not in conformity with plans, specification and 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 this contract. 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 any actual loss occasioned by such change, due to 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 l commenced, then the Contractor shall be paid the actual field cost of the work, plus L fifteen (15%) percent. In the event said extra work be performed and paid for under Method (C), 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°/x, 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 worts order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall cover and compensate him for his 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." No claim for extra work of any kind will be allowed unless ordered in writing by Owners Representative. In case any orders or instructions appear to the Contractor to involve extra work for which he should receive compensation or an adjustment in the construction time, he shall make written request to the Owners 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 Owners 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). The Contractor will thereby preserve the right to submit the matter of payment to arbitration as herein below provided. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of this contract 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 Owners Representative. If the Contractor finds any discrepancies or omissions in these plans, specifications, or contract documents, he should notify the Owners' Representative and obtain a clarification before the bids are received, and if no such request is received by the Owners Representative prior to the opening of bids, then it shall be considered that the Contractor fully understands the work to be included and has provided sufficient sums in his bid to complete the work in accordance with these plans and specifications. It is further understood that any request for clarification must be submitted no later than five 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 Owners 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 his 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 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 r Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, his sureties and insurance carriers shall defend, indemnify and save harmless the Owner and all of its officers, agents and employees from all suits, actions, or claims of any character whatsoever, brought for or on account of any injuries or damages received or sustained by any person or persons or property, on account of any negligent act or fault of the Contractor or any subcontractor, their agents or employees, in the execution and supervision of said contract, and the project which is the subject matter of this contract, on account of the failure of Contractor or any subcontractor to provide necessary barricades, warning lights, or signs and will be required to pay any judgment with costs which may be obtained against the Owner or any of its officers, agents, or employees including attorney's fees. The safety precautions taken shall be the sole responsibility of the Contractor, in his 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 his duty and shall not be: construed as any assumption of duty to supervise safety precautions by either the Contractor or any of his 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 fumished 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 cavy at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to contract execution. f" € 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. Comprehensive 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 Underground Damage Hazard Products & Completed Operations Hazard Contractual Liability Independent Contractors Coverage Personal Injury ' Advertising Injury B. 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. C. Comprehensive Automobile Liability Insurance The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, $500.000 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. D. Installation Floater The Contractor shall obtain a Builder's Risk policy in the amount of 100% of the total contract price (100% of potential loss) naming the City of Lubbock as insured. E. Umbrella Liability Insurance The Contractor shall have Umbrella Liability Insurance in the amount of $0.00 on all contracts with coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages. F. Worker's Compensation and Employers Liability Insurance Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with Employers Liability of at least $500.000. 1. 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 contractoes/person's work on the project has been completed and accepted by the governmental entity. _ Persons providing services on the project ("subcontractor" in ❑ entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the — project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 2. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being (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; r awarded the contract. r 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. S. 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 r" and filing of any coverage agreements, which meets the statutory requirements of Texas jj Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; r (b) provide to the contractor, prior to that person beginning work on the project, a certificate ° of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; d obtain from each other person with whom it contracts, and provide to the contractor. (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; r (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 (1) - (7), 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 workers 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 bome by such certificate. (4) The expiration date of the policy and the limit or limits of liability thereunder on the date bome 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. m 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; a (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 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 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 612/440-3789 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 (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; include in all contracts to provide services on the project the language in subsection (e) (3) of this rule; (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; (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they are providing services. 29. DISABLED EMPLOYEES Contractors having more than 15 employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and privileges of employment. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND FURNISHERS OF MACHINERY EQUIPMENT AND SUPPLIES The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of any -- demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof, equipment, power tools, all suppliers, including commissary, incurred in the furtherance of the performance 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, 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. Any and all communications between any party under this paragraph must be in writing. 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or Owner thereof. The Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner 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 harmless from any loss on account thereof. If the material or process specified or required by Owner is an infringement, the Contractor shall be responsible for such loss unless he promptly gives written notice to the Owner of such infringement.. f" 32. * LAWS AND ORDINANCES The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations, which in any manner effect the contract or the work, and shall indemnify and save harmless the I Owner against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor or his employees. If the Contractor observes that the plans and specifications are at variance therewith, he shall promptly notify the Owners' Representative in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work. If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice: to the Owner's Representative, he 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. ASSIGNMENT AND SUBLETTING The Contractor further agrees that he will retain personal control and will give his 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 his full obligations to the Owner, as provided by this contractual agreement. 34. TIME FOR 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 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 on a date to be specified in the Notice to Proceed. If the Contractor should neglect, fail, or refuse to complete the work within the time herein specified, or any proper extension thereof granted by the Owner, 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 $200.00 (TWO 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 calendar day that the Contractor shall be in default after the time stipulated for completing the work. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic change and conditions and usual industrial conditions prevailing in this locality. i 19 The amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and extreme difficulty in fixing and ascertaining actual damages the Owner would in such event sustain, and the amount is agreed to be damages the Owner would sustain and shall be retained by the Owner from current periodical estimates for payments or from final payment. It is further agreed and understood between the Contractor and Owner that time is of the essence of this contract. 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 his 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 his 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. EXTENSION OF TIME The Contractor agrees that he has submitted his 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 33 hereinabove set forth and that he _ shall not be entitled to, nor will he request, an extension of time on this contract, except when his 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. The Contractor may apply in writing for an extension of time, submitting therewith all written justification as may be required by Owner's Representative for such an extension as requested by Contractor. The Owner's Representative within ten (10) days after receipt of a written request for an extension of time by the Contractor supported by all requested documentation shall then consider such written request and respond to Contractor in writing granting or rejecting the request for an extension of time to complete the project. 37. HINDRANCE AND DELAYS In executing the contract agreement, the Contractor agrees that in undertaking to complete the work within the time herein fixed, he has taken Into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays in securing material or workmen or otherwise. 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 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 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. It is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the project. 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. The Contractor agrees to indemnify, save and hold harmless the Owner against any claim or claims for damages due to any injury to any adjacent or adjoining property, arising or growing out of the performance of this contract, but such indemnity shall not apply to any claim of any kind arising out of the existence or character of the work. 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 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 him 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 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. Owner's Representative shall review said application for partial payment 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 I day of the preceding month; said statement shall also include the value of all sound materials delivered on site of the work that are to be fabricated into the work. 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 this agreement. It is understood, however, that in case the whole work be near to completion, and this fact is certified to by Owner's Representative and some unexpected and some unusual delay occurs due to no fault or negligence on the part of the Contractor, the Owner may upon written recommendation of Owner's Representative pay a reasonable and equitable portion of the retained percentage due Contractor. 43. FINAL COMPLETION AND ACCEPTANCE Within thirty-one (31) days after the Contractor has given the Owner's Representative written notice that the work has been completed or substantially completed, the Owner's Representative and the Owner shall inspect the work and within said time, if the work be found to be completed or substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor his certificate of completion, and thereupon it shall be the duty of the Owner within thirty-one (31) days to issue a certificate of acceptance of the work to the Contractor. 44. FINAL PAYMENT Upon the issuance of the certificate of completion, the Owner's Representative shall proceed to make final measurement and prepare a final statement of the value of all work performed and materials furnished under the terms of the agreement, and shall certify same to the Owner, who shall pay to the Contractor on or before the 31 st day after the date of certificate of completion, the balance due Contractor under the terms of this agreement, provided he has fully performed his contractual obligations under the terms of this contract; and said payment shall become due in any event upon said performance by the Contractor. Neither the certificate of acceptance 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 special conditions (if any) of this contract or required in the specifications made a part of this contract. 45. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK Contractor shall promptly remove from Owners' premises all materials condemned by the Owner's Representative on account of failure to conform to the contract, whether actually incorporated in the work or not, and Contractor shall at his own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract. 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. 46. CORRECTION OF WORK AFTER FINAL PAYMENT Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of responsibility for faulty materials or workmanship, and he 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 substantial completion. The Owner or the Owner's Representative shall give notice of observed defects with reasonable promptness. 47. PAYMENT WITHHELD The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certificate to such extent as may be necessary to protect himself from loss on account of: (a) Defective work not remedied. (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, which will protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them. 7 F 48. 49. 7.1 TIME OF FILING CLAIMS 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) days after the Owner's Representative has given any directions, order or instruction to which the Contractor desires to take exception. The Owners' Representative shall reply to such written exceptions by the Contractor and render his final decision in writing. In case the Contractor should appeal from the decision of the Owner's Representative, any demand for arbitration shall be filed with the Owner's Representative and the Owner in writing within ten (10) days after the date of delivery to Contractor of the final decision of the Owner's Representative. It is further agreed that final acceptance of the work by the Owner and the acceptance by the Contractor of the final payment shall be a bar to any claim by either party, except where noted otherwise in the contract documents. ABANDONMENT BY CONTRACTOR In case the Contractor should abandon and fail or refuse to resume work within ten (10) days after written notification from the Owner or the Owner's Representative, or if the Contractor fails to comply with the orders of the Owner's Representative, when such orders are consistent with this contract, this Agreement, or the Specifications hereto attached, 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. After receiving said notice of abandonment, 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 case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for within ten (10) days after service of such notice, then the Owner may provide 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 his 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. However, should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. When the work shall have been substantially completed, the Contractor and his Surety shall be so notified and certificates of completion and acceptance, as provided in paragraph 42 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owners Representative as being correct shall then be prepared and delivered to Contractor and his Surety, 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 certificate 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 terns of this contract, or when the Contractor and/or his Surety 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. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety 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 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 subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) 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. 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, to their proper owners. 50. ABANDONMENT BY OWNER In case the Owner shall fail to comply with the terms of this contract, and should fail or refuse to comply with said terms within ten (10) days after written notification by the Contractor, then the Contractor may suspend or wholly abandon the work, and may remove therefrom all machinery, tools, and equipment, and all materials on the ground that have not been included in payments to the Contractor and have not been incorporated into the work. Thereupon, the Owner's Representative shall make an estimate of the total amount earned by the Contractor, which estimate shall include the value of all work actually completed by said Contractor at the prices stated in the attached bid, the value of all partially completed work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for by the terms of this contract, and a reasonable sum to cover the cost of any provisions made by the Contractor to carry the whole work to completion, and which cannot s - be utilized. The Owner's Representative shall then make a final statement of the balance due the Contractor by deducting from the above estimate all previous payments by the Owner and all other sums that may be retained by the Owner under the terms of this Agreement, and shall certify same to the Owner who shall pay to the Contractor on or before thirty (30) days after the date of the notification by the Contractor the balance shown by said final statement as due the Contractor, under the terms of this Agreement. 51. 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. And it is further agreed that this contract shall not be in effect until such bonds are so fumished. 52. 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. _ 53. LOSSES FROM NATURAL CAUSES Unless otherwise specified herein, all loss 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 and the prosecution of the same, or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be sustained and bome by the Contractor at his own cost and expense. 54. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control his 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 his 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. 55. 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 he shall remove all such debris and also his 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. CURRENT WAGE DETERMINATIONS Resoiution No. )i/i March 14, 1996 Item #19 ' i RESOLUTION WHEREAS, the City Council has heretofore established the general prevailing rate of i. per diem wages for each craft or type of workmen or mechanics needed to execute public I works contracts for the City of Lubbock in accordance with the provisions of Vernon's R; Ann.Civ.St., Art. 5159a; and 1: WHEREAS, such wage rates were established by Resolution No. 719 enacted February 12, 1981, updated by Resolution No. 1590 enacted February 23, 1984, and further updated by Resolution No. 2502 enacted January 8, 1987; and ; jWHEREAS, such rates need to be updated at the present time in order to reflect the i current prevailing rate of per diem wages; NOW THEREFORE: ! BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: E i sl 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 i ! a part hereof for all intents and purposes: Exhibit A: Building Construction Trades f Exhibit B: Paving and Highway Construction Exhibit C. Overtime Rate SS*" t_ Exhibit D: Weekend and Holiday Rate Such wage rates are hereby found and declared to be the general prevailing rate of per diem f wages in all localities where public works are undertaken on behalf of the City of Lubbock and i such wage rates shall be included in all public works contracts as provided by law. t ` ! L i' i; i Passed by the City Council this 14th I ATTEST: I B&f�M Secretary APPROVED AS TO CONTENT: Mary And ws, Managing Director of Human Resources APPROVED AS TO FORM: iI &ao!INW�illard, Assistant City Attorney iHW:da/ccdocs/pubworks.res February 14. 1996 2 EIT A City of Lubbock Building Construction Trades Prevailing Rates WA Acoustical Ceiling Installer Air Conditioner Installer Air Conditioner Installer -Helper Asbestos Worker Asbestos Supervisor Bricklayer Bricklayer -Helper Carpenter Carpenter -Helper Cement Finisher Drywall Hanger Electrician Electrician -Helper Equipment Operator -Heavy Equipment Operator -Light Floor Installer Glazier Insulator-Piping/Boiler Insulator -Helper Iron Worker Laborer -General Mortar Mixer Painter Plumber Plumber -Helper Roofer Roofer -Helper Sheet Metal Worker Sheet Metal Worker -Helper Welder -Certified Hourly Rate 10.00 11.00 5.50 8.00 11.00 11.00 6.00 11.00 6.00 7.50 10.00 13.00 6.00 8.50 7.50 8.50 8.00 9.00 5.50 8.00 5.50 5.50 9.50 10.50 6.00 8.00 5.50 8.75 5.50 10.00 EXHIBIT B Paving and Highway Construction Prevailing Wage Rates Craft HoUd5' R� Asphalt Heaterman 6.00 5.50 Asphalt Shoveler 7.35 Concrete Finisher 5.75 Concrete Finisher -Helper Electrician 10.50 egg er 5.50 Form Setter 6.50 Form Setter -Helper 5.50 Laborer -General 5.50 Laborer -Utility 6.257.25 Mechanic Mechanic -Helper 5.50 Power Equipment Operators Asphalt Paving Machine 7.00 Bulldozer 7.00 Concrete Paving Machine 7.00 Front End Loader 6.50 Heavy Equipment Operator 7.00 Light Equipment Operator 6.50 Motor Grader Operator .50 Roller 6.00 6 Scraper 6.50 Tractor 6.50 Truck Driver -Light 600 Truck Driver --Heavy 6.50 EXHIBIT C Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) is 1 1/2 times base rate. EXHIBIT D Prevailing Wage Rates Weekend and Holiday Rate The rate for weekend and holiday is 11/2 times base rate. SPECIFICATIONS City of Lubbock Legal/City Secretary Renovation September, 1996 City of Lubbock Legal/City Secretary Renovations 1625 13th St. Lubbock, TX September 1996 Green Harvey Associates, Inc. Architects -Planners (806) 749-1153 fax 749-1866 GHA, Inc. Project 9604 Table of Contents Bidding Conditions Provided by City of Lubbock, Purchasing Department Division 1 General Requirements 01010 Summary of Work 01030 Alternates 01040 Coordination and Meetings 01090 Reference Standards 01300 Submittals 01400 Quality Control 01500 Construction Facilities 01600 Material and Equipment 01700 Contract Closeout Division 2 Site Wog 02050 Demolition Divisions 3. 4. and 5 Not used Division 6 Wood and Plastic 06400 Architectural Millwork ''" 'J"7"710 TABLE OF CONTENTS TC - 1 Division 7 Thermal and Moisture Protection 07900 Joint Sealers Division 8 Doors and Windows 08100 Hollow Metal Frames 08210 Wood Doors 08700 Finish Hardware Division 9 Finishes 16010 09260 Gypsum Board Systems 09511 Suspended Acoustical Ceilings 09650 Resilient Flooring 09688 Carpet - Glue Down 09900 Painting Divisions 10 11 12 13 and 14 Not used Division 15 Mechanical 15010 General 15020 Testing 15060 Piping 15250 Insulation 15400 Plumbing 15804 Ventilating 15840 Ductwork 15870 Grilles, Registers and Ceiling Diffusers 15900 Automatic Temperature Controls Division 16 Electrical General Electrical Provisions 16010 16110 Raceways 16120 Conductors 16130 Boxes and Fittings 16140 Wiring Devices 16500 Lighting TABLE OF CONTENTS TC - 2 SECTION 01010 SUMMARY OF WORK �. '. PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 SECTION INCLUDES A. Work covered by Contract Documents. B. Owner's responsibilities. C. Contractor's use of site and premises. D. Owner occupancy of the facility. E.. Project completion time. 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. Work of this project includes all items shown and/or described in the bid documents for these new offices. B. All installed work shall be in compliance with the Americans with Disabilities Act and Texas Accessibility Standards. r i C. Demolition of designated existing doors, door frames, pre -finished vinyl GWB, suspended ceiling system, floor finish, and miscellaneous mechanical and electrical. D. Purchase and install new pre -finished vinyl GWB, new suspended ceiling system, interior finishes, millwork, and alterations to mechanical and electrical. Flo t 1.5 OWNER'S RESPONSIBILITIES A. Assist the contractor in maintaining job site safety by instructing employees of the potential dangers at the site. B. Provide access for the contractor to portions of the existing site as may be required for this project. C. Provide parking and storage space for contractor's employees, equipment, and materials. 1.6 CONTRACTOR'S USE OF SITE AND PREMISES A. Limit the use of site and premises to allow: 1. Owner occupancy. 2. Work by others. 3. Use of site. SUMMARY OF WORK 01010-1 N 1.7 OWNER OCCUPANCY _ A. The owner will occupy the site during entire period of construction for the conduct of normal operations. B. Cooperate with owner to minimize conflict, and to facilitate owner's operations. 1. Temporary interruptions must be scheduled at least 48 hours in advance with the architect. 2. The offices are not to be without utilities for any period of time due to this project. 3. Maintain a clear path for emergency exits at all times. _ C. Schedule the work to accommodate these requirements. D. Contractor is responsible for the safety of visitors to the job site. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION SUMMARY OF WORK 01010-2 SECTION 01030 ALTERNATES PART1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 PRIORITY LEGEND A. The drawings show a number within a square next to notes or leaders to a portion of the work. These numbers indicate alternate work and how they are to be grouped. B. Legend: 1. Base Bid. 2. Alternate Number One - All material and labor related to the scope of work involving the Engineering Department as shown on these drawings. 3. Alternate Number Two - All material and labor related to the removal and replacement of carpeting in the City Secretary offices as shown on Sheet A3. PART PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 19%G"C° Ha"'°y As iata• Inc. ALTERNATES 01030-1 unauthorntd aupfiauon prohibited. r SECTION 01040 COORDINATION AND MEETINGS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1 1.2 SECTION INCLUDES A. Coordination. B. Renovation project procedures. r- - C. Existing conditions. D. Pre -Construction conference. 1.3 COORDINATION A. Contractor shall coordinate scheduling, submittals, and work of the various sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. A separate project schedule shall be provided by the contractor for each site. C. Do not commence work at the sites, until all of the materials and equipment to be incorporated into the E, project are on the site or within one day of delivery to the site. D. The contractor shall schedule and coordinate the work so that once Notice to Proceed is given and work commences, the work will progress continually without interruption until the work at the site is substantially completed. E. Contractor shall coordinate completion and clean up of work in preparation for substantial completion. t ' F. Contractor shall coordinate all construction activities and storage of materials with the architect and city representative so as to minimize disruption of activities at the sites. The facilities shall continue their daily activities throughout the life of this contract. 1.4 RENOVATION PROJECT PROCEDURES rA. Materials: As specified in product sections; match existing products and work for patching and extending work. B. Remove, cut, and patch work in a manner to minimize damage and to provide a means of restoring products and finishes to original condition. C. Where new work abuts or aligns with existing, perform a smooth and even transition. Patched work COORDINATION AND MEETINGS 01040-1 • 1996 CmmHarm Aumiata. 6n. llnautLoazeddupluattonptoht�tted. . to match existing adjacent work in texture and appearance. Notify architect if conditions will not allow an acceptable transition. D. When finished surfaces are cut so that a smooth transition with new work is not possible, terminate existing surface along a straight line at a natural line of division and make recommendation to the architect. 1.5 EXISTING CONDITIONS A. Damage to existing systems: Whether exposed or concealed, any piping (such as piping for gas, water, waste, vent, drainage, sewer, heating, or cooling systems, etc.) or wiring (such as wiring for electric lighting, power, public address, telephone, or signalling systems, etc.) which is encountered during the construction period and becomes damaged shall be repaired or replaced at a mutually agreed price. Only life and property threatening conditions may be repaired prior to a fully executed field order. B. The existing pre -finished gypsum wall board system can not be matched exactly. Areas of walls scheduled to receive new pre -finished vinyl gypsum wall board system are to be continous from logical break points. Do not combine new with existing in the same plane. Remove entire wall plane, even if work is only needed in a portion of the wall. Logical break points shall be 90 degree turns in wall plane. 1.6 PRE -CONSTRUCTION CONFERENCE A. Attendance: After award of contract and prior to start of construction, contractor's direct representative, major subcontractors, owner's employees responsible for project, architects and engineers shall attend conference. Time and location as mutually agreed. B. Agenda: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED Execution of Owner -Contractor Agreement. Submission of executed bonds and insurance certificates. Distribution of Contract Documents. Submission of list of subcontractors, list of products, Schedule of Values, and progress schedule. Designation of personnel representing the parties in contract. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. Use of premises by owner and contractor. Owner's requirements. Security and housekeeping procedures. Project schedule. Procedures for maintaining record documents. END OF SECTION COORDINATION AND MEETINGS 01040-2 SECTION 01090 REFERENCE STANDARDS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 SECTION INCLUDES A. Quality assurance. B. Schedule of references. C. Adherance to accessibility standards. 1.3 RELATED SECTIONS A. General Conditions: Reference Standards. 1.4 QUALITY ASSURANCE A. For products or workmanship specified by association, trade, or Federal standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard by date of issue current on date of contract documents. C. Obtain copies of standards when required by contract documents. D. Should specified reference standards conflict with contract documents, request clarification from architect before proceeding. E. The contractual relationship of the parties to the contract shall not be altered from the contract documents by mention or inference otherwise in any reference document. 1.5 SCHEDULE OF REFERENCES AA Aluminum Association AABC Associated Air Balance Council AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute ADA American with Disabilities Act • = c�x.rny,mprob t be.REFERENCE STANDARDS 01090 -1 t7nauwoi;zeQ aupGeatimprotu'biva. ADC Air Diffusion Council AGC Associated General Contractors of America - AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AMCA Air Movement and Control Association ANSI American National Standards Institute — APA American Plywood Association ARI Air -Conditioning and Refrigeration Institute ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute AWPA American Wood -Preservers' Association `— AWS American Welding Society AWWA American Water Works Association �. BIA Brick Institute of America CRSI Concrete Reinforcing Steel Institute DHI Door and Hardware Institute FGMA Flat Glass Marketing Association FM Factory Mutual System FS Federal Specification GA Gypsum Association MBMA Metal Building Manufacturers Association. MUSFA Metal Lath/Steel Framing Association NAAMM National Association of Architectural Metal Manufacturers NCMA National Concrete Masonry Association REFERENCE STANDARDS 01090-2 NEMA National Electrical Manufacturers' Association NFPA National Fire Protection Association NWMA National Woodwork Manufacturers Association PCA Portland Cement Association PS Product Standard SDI Steel Deck Institute SDI Steel Door Institute SJI Steel Joist Institute SMACNA Sheet Metal and Air Conditioning Contractors' Association TAS Texas Accessibility Standards UL Underwriters' Laboratories, Inc. WCLIB West Coast Lumber Inspection Bureau WWPA Western Wood Products Association PART 2 PRODUCTS NOT USED PART 3 EXECUTION A. The general contractor and all sub -contractors constricting, installing, or providing materials for this project shall provide and/or install building components that comply with these standards. B. Special attention shall be given to Americans with Disabilities Act (ADA) and Texas Accessibility Standards (TAS) criteria. The contractors shall make themselves knowledgable of ADA and TAS criteria and shall comply with the latest adopted version of these standards and acts. END OF SECTION REFERENCE STANDARDS 01090-3 SECTION 01300 SUBMITTALS PART1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 SECTION INCLUDES A. Submittal procedures. B. Construction Progress Schedules. C. Shop drawings. D. Samples. E. Manufacturer's instructions. F. Manufacturer's certificates. G. Submittal Schedule. H. AIA Form G702 - Application and Certificate for Payment. I. AIA Form G703 - Continuation Sheet. 1.3 RELATED SECTIONS A. Section 01700 - Contract Closeout: Contract warranty and closeout submittals. 1.4 SUBMITTAL PROCEDURES A. Transmit each submittal with AIA Form G810 or contractor's standard preprinted transmittal form. Identify the project title, project number, numbers of copies submitted, notice of deviation from contract documents and any other pertinent data. B. Sequentially number the transmittal forms. C. Identify project, contractor, subcontractors or supplier; pertinent drawing sheet and detail number(s), and specification section number, as appropriate. D. Coordinate and schedule submittals to expedite the project. E. Deliver all copies of the submittals to the architect's business address. 01"6 Grm Harvey "'soc""'• Inc.SUBMITTALS 01300-1 Umudwiwd duplication prohibited. 1.5 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial progress schedule in duplicate within 15 days after date established in Notice to Proceed for architect's review. B. Revise and resubmit as required. C. Submit revised schedules with each Application for Payment, identifying changes since previous version. D. Submit a horizontal bar chart with separate line for each major section of work or operation, identifying first work day of each week. E. Show complete sequence of construction by activity, identifying work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration. F. Indicate estimated percentage of completion for each item of work at each submission. G. Indicate submittal dates required for shop drawings, product data, samples, and product delivery '— dates, including those furnished by owner and under allowances. 1.6 SHOP DRAWINGS A. Submit shop drawings with all product literature, cut sheets, and photographs in a bound format. B. Submit the number of copies which the contractor requires, plus one copy which will be retained by the architect, plus two copies which will be provided to the owner's Facility Manager; provide a total of three copies plus contractors copies to architect. C. Mark in GREEN INK each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this project. The architect's review comments will be in RED INK. D. Apply contractor's stamp, signed, or initialed certifying that review, verification of products required, field dimensions, adjacent construction work, and coordination of information is in accordance with the requirements of the work and contract documents. Submittals delivered to the r architect for review that have not been stamped and initialed will be returned without review. E. Identify variations from contract documents and product or system limitations which may be detrimental to successful performance of the completed work. F. Provide space for architect's review stamps. _ G. Revise and resubmit shop drawings as required , identify all changes made since previous submittal. H. Distribute copies of reviewed -shop drawings to concerned parties. Instruct parties to promptly 'r report any inability to comply with provisions. I. Provide copies for Record Documents described in Section 01700 - Contract Closeout. SUBMITTALS 01300-2 A. When specified in individual specification sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for product data. B. Identify conflicts between manufacturers' instructions and contract documents. 1.10 MANUFACTURER'S CERTIFICATES A. When specified in individual specification sections, submit manufacturers' certificate to architect for review, in quantities specified for product data. B. Indicate that material or product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits, and certifications as appropriate. SUBMITTALS 01300-3 1.7 SHOP DRAWING REVIEW A. The architect shall affix a stamp upon the submittal with appropriate wording stating if submittal is accepted, accepted with noted revisions, revise and re -submit, or rejected. Rejected submittals are to be completely re -worked and submitted as a new submittal. r- B. The contractor shall not begin work or order material for which a submittal is required until a submittal has been stamped accepted or accepted with noted revisions and returned to the contractor. r C. Schedule submissions at least 14 working days before date reviewed submittal will be needed. The architect shall be allowed 14 working days for each submittal review. D. The architect shall notify the contractor when submittals are reviewed and ready for inclusion into 4 the project. I E. The architect shall review the same shop drawing submittal no more than two times. If more than two submittals are required in order to achieve an accepted submittal, the contractor shall be i charged $100.00 per hour for each review beyond the initial two. The architect's review fee shall be paid by the contractor in full prior to the release of the accepted shop drawings. 1.$ SAMPLES A. Submit samples to illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing with work. B. Submit samples of finishes from the full range of manufacturers' standard colors or in custom colors selected, textures, and patterns for owner's and architect's selection.. C. Include identification on each sample, with full project information. D. Submit the number of samples specified in individual specification sections. Provide at least two copies of each item being submitted for review and selection. These copies will not be returned E. Reviewed samples which may be used in the work are indicated in individual specification sections. 1.9 MANUFACTURERS INSTRUCTIONS A. When specified in individual specification sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for product data. B. Identify conflicts between manufacturers' instructions and contract documents. 1.10 MANUFACTURER'S CERTIFICATES A. When specified in individual specification sections, submit manufacturers' certificate to architect for review, in quantities specified for product data. B. Indicate that material or product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits, and certifications as appropriate. SUBMITTALS 01300-3 C. Certificates may be recent or previous test results on material or product, but must be acceptable to architect. PART 2 PRODUCTS NOT USED PART 3 EXECUTION 3.1 SUBMITTAL SCHEDULE Section No. Section Title Paragraph 01400 .................... Quality Control ....................... 1.8 01500 .................... Construction Facilities .................. 1.4 ...... ................................................1.7 ...........................................................1.12 01600 .................... Material and Equipment ................. 1.7 01700 .................... Contract Closeout ..................... 1.3 _ ...........................................................1.6 .................................................. .......1.7 ...........................................................1.8 ..... ..............1.9 02050 .................... Demolition .......................... 1.3 06400 ............ ...... Architectural Millwork .................. 1.7 07900 .................... Joint Sealers ......................... 1.6 08100 ................... Hollow Metal Frames ................... 1.6 —� 08210 .................... Wood Doors ......................... 1.3 08700 .................... Finish Hardware ...................... 1.8 ...........................................................1.9 ......................... .................................2.3 09260 .................... Gypsum Board Systems .................. 1.8 09511 ........ Suspended Acoustical Ceilings ............. 1.5 09650 .................... Resilient Flooring ..................... 1.6 09688 .................... Carpet - Glue Down .................... 1.3 09900 .................... Painting ............................ 1.7 15010 .................... General ............................ 1.3 15020 .................... Testing ........................... 2.1 15060 .................... Piping ............................. 1.3 15250 .................... Insulation ........................... 1.3 15400 .................... Plumbing ........................... 1.3 15804 .................... Ventilating .......................... 1.3 15840 .................... Ductwork ........................... 1.3 15870 .................... Grilles, Registers and Ceiling Diffusers ....... 1.3 15900 .................... Automatic Temperature Controls ............ 1.3 16010 .................... General Electrical Provisions . 1.4 ...........................................................3.4 ...........................................................3.7 16110 .................... Raceways ........................... 3.3 16120 .................... Conductors .......................... 3.1 16130 .................... Boxes and Fittings ..................... 3.5 16140 .................... Wiring Devices ....................... 3.1 16500 .................... Lighting ............................ 1.3 ................................................... 2.5 END OF SECTION SUBMITTALS 01300-4 ~ 7 sv. a o` v u R C ° C O RU d N W v Z E. `o 06 c r" � pC O W _ e c ° W • O R C) V y C-0 e Ori R C4 .. u�u; « 3 Ci ti � Ci •C O W W Hz =<3 ° c C._ O = 0 ° W= N Q a; R c w 0 :. v _ kj - c= U In v CA 6000 0 0 *,= c V y v. - w w w 44 w w 414 ° V' R E Z = E n f° - /R Z p� O �^p U�, z c N E u U �, v E LU ~ U. U o < U p ~u Qu 'Is `c .. `o < O a H 12 LU wL _ .. F' W M.O C p ' < < C E< O v W W d V y uv� A T y a Q 0 v N N O G G H H z E V vt A < LW o ri vMl C GL C c '" Z Z aWW..i° xf°-�; y O v v ou. c<• °ov �, v Z < E< Q a, W Z ? ud La z ZZ v CC O e•, 0 '' l U W_��yy ti Q Z w U V V O a O U 0'0 a �cca�c �3 Esu d V C v d C � •-,« w w °o o ~� iEaE a p Z >. UJ Vb�to W o = m �, 1•% SECTION 01400 QUALITY CONTROL PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 SECTION INCLUDES A. Quality assurance and control of installation. B. References. C. Field samples. D. Inspection and testing laboratory services. 1.3 RELATED SECTIONS A. Section 01090 - Reference Standards. B. Section 01300 - Submittals: Submission of Manufacturers' Instructions and Certificates. C. Section 01600 - Material and Equipment: Requirements for material and product quality. D. Individual Specification Sections: Inspections and tests required and standards for testing. 1.4 QUALITY ASSURANCEICONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with contract documents, request clarification from architect before proceeding. D. Comply with specified standards as a minimum quality for the work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of specified quality. F. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. • rasa cmw ir.wy au.«it«. i;x. QUALITY CONTROL 01400-1 U-W-ized dgH-d-prddNted.. I 1.5 REFERENCES A. Conform to reference standard by date of issue current on date of contract documents. B. Obtain copies of standards when required by contract documents. C. Should specified reference standards conflict with contract documents, request clarification from architect before proceeding. D. The contractual relationship of the parties to the contract shall not be altered from the contract documents by mention or inference otherwise in any reference document. E. ANSUASTM E329 - Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials Used in Construction. 1.6 FIELD SAMPLES A. Install field samples at the site as required by individual specifications sections for review. B. Acceptable samples represent a quality level for the work. C. Where field sample is specified in individual sections to be removed, clear area after field sample has been accepted by architect. 1.7 OWNER'S INSPECTION AND TESTING LABORATORY SERVICES A. Owner may employ and pay for services of an independent testing laboratory or owner may use its own personnel and facilities to perform inspection and testing laboratory services. B. If the results provided by the Owner's laboratory differ from the contractor's laboratory report, the owner's laboratory shall be final. C. Work found to be unsatisfactory according to test results, shall be removed from the project and re- constructed at contractor's expense. 1.8 CONTRACTOR'S INSPECTION AND TESTING LABORATORY SERVICES A. The contractor shall employ and pay for a reputable testing laboratory to perform inspections, tests, and other services specified in individual specification sections and as required by the architect. B. The testing laboratory shall be submitted to the architect for review and acceptance two weeks prior to the first sampling of construction materials. 1. Submittal shall provide years of experience qualifications and certificates of owners, and name lab representative who will be responsible for this project. C. Reports will be submitted directly to the architect from laboratory, in duplicate, indicating observations and results of test and indicating compliance or non-compliance with contract documents. Copies of �. reports shall also be sent to the contractor for his use. QUALITY CONTROL 01400-2 D. Cooperate with testing laboratory: furnish samples of materials, design mix, equipment, tools, storage and assistance as requested. 1. Notify testing laboratory 24 hours prior to expected time for operations requiring services. 2. Make arrangements with testing laboratory and pay for additional samples and tests required for contractor's use. E. Retesting required because of non-conformance to specified requirements shall be performed by the same testing laboratory on instructions by the architect. Payment for retesting will be charged to the contractor by deducting inspection or testing charges from the contract sum. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION QUALITY CONTROL 01400-3 SECTION 01500 .., CONSTRUCTION FACILITIES PART1 GENERAL t 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work in this Section. i 1.2 SECTION INCLUDES A. Sanitary Facilities: Contractor's employees, state employees and public. f B. Temporary Utilities: Electrical, water, sewer, gas and telephone. C. Field Offices: Services and size. D. Temporary Controls: Barriers, enclosures and fencing, protection of the work, and water control. j E. Construction Facilities: Parking, progress cleaning, and project signage. r 1.3 RELATED SECTIONS A. Section 01700 - Contract Closeout: Final cleaning. 1.4 HAUL ROUTE A. All materials, tools, equipment, etc. shall be transported via the freight elevator. No construction traffic is to pass through the public lobby. 1.5 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Existing facilities may be used by construction crews so long as facility is kept clean and neat. No excessive foot prints or trash are to accumulate in the facility. 1.6 TEMPORARY UTILITIES A. Contractor shall furnish and install all temporary piping and wiring required for construction. B. Contractor may use city electrical power service to building. C. Contractor may use city water service to building. D. Contractor may use city gas service to building.. E. All temporary utility connections and distribution shall be approved by owner and respective local utility companies, and shall be removed by contractor at completion of construction. 1.7 TEMPORARY FIELD OFFICES A. The contractor shall not be required to provide a temporary field office. ° 19% Gran Harvey Auxiata, Inc. Unaud ind dupIkatlon prohibited. 1. r CONSTRUCTION FACILITIES 1.8 BARRIERS A. Provide suitable barriers to prevent unauthorized entry to construction areas while still allowing access for owner's use of site. Protect existing facilities and adjacent properties from damage during construction operation and demolition. Type of barrier to be used will be at the discretion - of the contractor and the circumstance involved. The contractor to submit proposed barrier for review and approval by owner. B. Protect vehicular traffic, stored materials, site, and structures from damage. C. Clearly post warning signs all around the work sites. Signs are to be secured to the barriers. D. Suitable barriers include durable solid partitions, chain-link fences, temporary dust and acoustic partitions and woven fabric. Suitable barriers do not include ropes or warning tape tied to saw horses or similar devices. E. Prohibit traffic through landscaped areas. 1.9 WATER CONTROL .� A. Water control should not be a factor in this interior renovation project. 1.10 PROTECTION OF INSTALLED WORK A. Protect installed work and provide special protection where specified in individual specification sections. B. Provide temporary and removable protection for installed products. Control activity in the immediate work area so as to minimize damage of installed work. C. Prohibit traffic through landscaped areas. 1.11 PROTECTION OF LANDSCAPING A. Prohibit traffic through landscaped areas. Damaged landscape shall be replaced at no cost to owner. B. Provide weight dissipating panels under all vehicle tires, tracks, stabilizing arms, and trailer tongues when traveling across or parked on lawns. C. Efforts shall be made to minimize travel on lawns or other landscaped areas. Repair damaged landscaping to an acceptable condition. 1.12 SECURITY A. Contractor shall provide security and facilities to protect work, existing facilities, and owner's — operations directly adjacent to new construction from unauthorized entry, vandalism, or theft. B. The loss of building materials and/or equipment from the job site will be replaced with same at contractor's expense. C. Coordinate with owner's security program. D. Normal work hours shall be Monday through Friday, 8:00 am to 5:00 pm. Other times shall be approved and coordinated with the owner's Facility Manager. r— CONSTRUCTION FACILITIES 01500-2 1.13 PARKING A. The owner will arrange for temporary parking areas to accommodate construction personnel. Designated construction parking will be in the east lot in front of the main building. B. Coordinate with owner for owner's employee parking. C. When site space is not adequate, provide additional off-site parking. 1.14 PROJECT SIGNAGE A. No project sign will be allowed or required. 1.15 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean, orderly condition. B. Remove waste materials, debris, and rubbish from site weekly and dispose off-site. C. Do not allow hazardous conditions to develop or continue. This shall include lumber with un -pulled nails and concrete with projecting rebars. 1.16 REMOVAL OF TEMPORARY UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to substantial completion inspections. B. Clean and repair damage caused by installation or use of temporary work. C. Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. D. Remove all job signs, barriers, fences, controls and repair holes dug for posts; regrade lawn as necessary. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION CONSTRUCTION FACILITIES 01500-3 SECTION 01600 MATERIAL AND EQUIPMENT PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 SECTION INCLUDES A. Products. B. Transportation and handling. C. Storage and protection. D. Product options. E. Substitutions. 1.3 RELATED SECTIONS A. Instruction to Bidders: Product options and substitution procedures. 1.4 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, 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 salvage and reuse. B. Do not reuse materials and equipment removed from existing premises, except as specifically permitted by the contract documents or as approved by the architect. C. For similar components provide interchangeable components of the same manufacturer. 1.5 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 personnel to handle products by methods to prevent soiling, disfigurement, or damage. • 1"6 Gran Havey AnooLta. I= Qna _thea ftU-d0nPfdMte& MATERIAL AND EQUIPMENT 01600-1 1.6 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery: 1. Deliver materials, products and equipment to the project site in undamaged condition in manufacturer's original unopened containers or packaging with identify labels intact and legible. .. 2. Arrange deliveries in accordance with the construction schedule and in ample time to facilitate inspection prior to installation in order to avoid unnecessary delays in the construction process. B. Storage: 1. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather -tight, climate controlled enclosures. 2. For exterior storage of fabricated products, place on sloped supports, above ground. 3. Provide off-site storage and protection when site does not permit on-site storage or protection. 4. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. S. Store loose granular materials on solid flat surfaces in a well -drained area. Provide mixing with foreign matter. 6. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. 7. Arrange storage of products to permit access for inspection. Periodically inspect to assure c— products are undamaged and are maintained under specified conditions. C. Handling: 1. Handle materials, products and equipment in a manner prescribed by the manufacturer or as required to protect from damage during storage and installation. 2. Do not handle material in such a way that may leave permanent scars, dents, impressions, cracks, or blemishes. 1.7 PRODUCT OPTIONS A. Products specified by reference standards or by description only: Any product meeting those 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. 1.8 SUBSTITUTIONS A. Instructions to bidders specify time restrictions for submitting requests for substitutions during the bidding period to requirements specified in this section. B. Substitutions may be considered after the bid date only when a product becomes unavailable through no fault to the contractor. MATERIAL AND EQUIPMENT 01600-2 C. Document each request with complete data substantiating compliance of proposed substitution with contract documents. D. A request constitutes a representation that the contractor: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate installation and make changes to other work which may be required for the work to be complete with no additional cost to owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. S. Will reimburse owner for review or redesign services associated with re -approval by authorities. E. Substitutions will not be considered when they are indicated or implied on shop 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 copies of request 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's equivalence. 3. The architect will notify contractor, in writing, of decision to accept or reject request. 1.9 CONTRACTOR'S CONSTRUCTION METHODS OPTIONS A. Where contract documents indicate no specific method of construction, the contractor shall employ standard industry practices. B. Where contract documents indicate a specific method of construction, the contractor shall employ the method indicated or, at his option, may submit a written request for an alternate method of construction. C. Architeet/engineer will consider written requests for alternate construction methods, if received in time as to allow for review and return of such requests and for alternation to be made with no delay to total construction methods. See contract for total working days allowed. D. Submit separate requests for each alternate. Support each request with three copes of complete details and/or documentation for alteration. 1. Indicate changes of materials to be used. 2. Show significant effects of alterations to other affects of alterations to other affected areas. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION MATERIAL AND EQUIPMENT 01600-3 SECTION 01700 CONTRACT CLOSEOUT PART1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 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. H. Starting of systems. 1.3 CLOSEOUT PROCEDURES A. Submit written certification that contract documents have been reviewed, work has been inspected, and that work is complete in accordance with contract documents and ready for architect's inspection. B. Final payment will be authorized only after all requirements of this section have been met, all punch list items have been completed and verified by the architect, updated record documents have been delivered to the architect, and complete operation and maintenance manuels have been delivered to the architect. Submit final application for payment identifying total adjusted contract sum, previous payments, and sum remaining due. 1.4 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. 19% Gran Harvey Associates. Irc. j Unauthorized duplication probibited. CONTRACT CLOSEOUT 01700-1 D. Replace filters of operating equipment. E. Clean debris from roofs, gutters, downspouts, and drainage systems. F. Clean site; sweep paved areas and rake clean landscaped surfaces. G. Remove waste and surplus materials, rubbish, and construction facilities from the site. ^ 1.5 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. B. Demonstrate operation to owner and architect. 1.6 PROJECT RECORD DOCUMENTS A. Maintain on site one set of the following record documents; record actual revisions to the work: 1. Contract drawings. 2. Specifications. 3. Addenda. 4. Change orders and other modifications to the contract. 5. Reviewed shop drawings, product data, and samples. Record all actual revisions to the work. B. Store record documents separate from documents used for construction. 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: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by addenda and modifications. E. Record documents and shop drawings: Legibly mark each item to record actual construction including: 1. Measured depths of foundations in relation to finish main floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the work. 4. Field changes of dimension and detail. 5. Details not on original contract drawings. F. Submit documents to architect with claim for final application for payment. 1.7 OPERATION AND MAINTENANCE DATA A. Submit two complete sets of operation and maintenance data prior to final payment. Information is to be organized on 8-1/2 x 11 inch pages, bound in three ring binders with durable plastic covers. f -- CONTRACT CLOSEOUT 01700-2 binder covers with printed title "Operation and Maintenance Instructions", title of project, B. Prepare and subject matter of binder when multiple binders are required. 1. Label multiple binders as "Volume I of II" and Volume II of II", as appropriate. 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. E. Part 1: Directory, listing names, addresses, and telephone numbers of architect, 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. 5. Maintenance instructions for equipment and systems. 6. Maintenance instructions for special finishes, including recommended cleaning methods and materials and special precautions identifying detrimental agents. G. Part 3: Project documents and certificates, including the following: 1. All approved shop drawings and product data. 2. Hauling and dumping permits, receipts, and/or manifest. 3. Air and water balance reports. 4. Written statement certifying that all building materials installed in project are asbestos free. S. Natural gas pressure test and certification. 6. Contractors' Affidavit of Payment of Debts and Claims. Use latest version of AIA Documents G706 and G706A. 7. Certificates issued by the architect; change orders, addenda, field reports, etc. 8. Photocopies of manufacturers' warranties and bonds. 9. General Contractor's and Sub -Contractors' warranties. 1.8 WARRANTIES A. Provide a written warranty on contractor's business letterhead stating that the building is warranted against defects in material and labor for a period of one year from date of final acceptance. B. Warranty letter shall also state that installed building components comply with the latest adopted version of the Texas Accessibility Standards and Americans with Disabilities Act. C. A letter of warranty shall be provided by the general contractor and each major sub -contractor. 1. Major sub -contractors are those who are responsible for a building system installed in the building. 1.9 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification sections. CONTRACT CLOSEOUT 01700-3 B. Deliver to project site and place in location as directed by owner and obtain receipt prior to final payment. 1.10 STARTING OF SYSTEMS A. Preparation: 1. Notify architect seven days prior to start-up of each system. 2. Verify that each piece of equipment or system has been checked for proper lubrication, - drive rotation, belt tension, control sequence, or other conditions which may cause damage. 3. Verify that tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. 4. Verify wiring and support components are complete and tested. 5. Execute start-up under supervision of responsible manufacturer's representative in accordance with manufacturer's instruction. 6. Demonstrate start-up, operation, control, adjustment, trouble shooting, servicing maintenance and shutdown of each piece of equipment to owner's personnel two weeks .-. prior to date of final inspection. 7. Amount of time to be devoted to instruction shall be reasonable and consistent with size of installation and its complexity. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION CONTRACT CLOSEOUT 01700-4 SECTION 02050 DEMOLITION PART1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 SECTION INCLUDES A. Dust control. B. Protection. C. Availability of work areas. 1.3 RELATED SECTIONS A. Section 01500 - Construction Facilities. 1.4 SUBMITTALS A. The procedures proposed for the accomplishment of salvage and demolition work shall be submitted for approval. The procedures shall provide for safe conduct of the work, careful removal and disposition of materials specified to be salvaged, protection of property which is to remain undisturbed, and coordination with other work in progress. The procedures shall include detailed description of the methods and equipment to be used for each operation, and the sequence of operations. 1.5 GENERAL REQUIREMENTS A. The work includes demolition or removal of existing construction indicated or specified. All materials resulting from demolition work, except as indicated or specified otherwise, shall become the property of the contractor and shall be removed from the limits of owner's property within five working days of dismantling. B. Maintain a clean and organized job site throughout the demolition phase of the work. C. Coordinate the removal of any security devices with the owner's security representative. D. Coordinate construction routes through existing, undisturbed portions of the facility with the architect prior to beginning demolition. C 1996 Omen Harvey Asrociata, Inc. DEMOLITION 02050 - 1 umud mized dup6ation prohibited. 1.6 DUST CONTROL A. The amount of dust resulting from demolition shall be controlled to prevent the spread of dust to occupied portions of the building and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as ice, flooding and pollution. B. Maintain barriers until that portion of the project is complete. 1.7 PROTECTION A. Protection of Existing Work: Before beginning any demolition work, the contractor shall carefully survey the existing work and examine the drawings and specifications to determine the extent of the work. The contractor shall take all necessary precautions to ensure against damage to existing work to remain in place, any damage to such work shall be repaired or replaced at no additional cost to the owner. The contractor shall carefully coordinate the work of this section with all other work and construct and maintain shoring, bracing and supports, as required. B. Isolate demolition areas from occupied portions of the building with suitable barriers. Suitable barriers include those described in Section 01500, 1.7 Barriers and Part 2 of this section. 1.8 AVAILABILITY OF WORK AREAS A. Areas in which demolition work is to be accomplished will be available in accordance with the provisions of these specifications. Coordinate work with owner's activities. Restrict unauthorized _ access to the project site, unless other wise instructed by the architect. PART 2 PRODUCTS 2.1 DUST BARRIERS A. Minimum of 12 mil poly ethelene sheets adequately secured to supports with duct tapes, staples, _ cleats, nails, etc. Replace sheet if tears or holes can not be closed satisfactory. B. Provide an access door in dust barrier that can be locked or secured close. C. Brightly colored warning signs are to be attached to barrier and continually maintained throughout the life of the battier. 2.2 ACOUSTIC BARRIERS A. Minimum of 5/8" thick gypsum wall board secured to metal or wood studs. Place an acoustic foam gasket between the adjacent surfaces and the barrier. Maintain the barrier throughout the demolition phase of the work. B. Provide an acoustically sound access door in barrier that can be locked or secured closed. C. Brightly colored warning signs are to be attached to barrier and continually maintained throughout the life of the barrier. 2.3 FENCING DEMOLITION 02050-2 A. Use a minimum of construction grade chain link fabric on a metal frame. Fencing may be modular panels secured together and to the adjacent material or metal stakes with fabric stretched across them. B. Provide an access gate suitable for personnel and equipment to pass through with can be locked or secured close. C. Brightly colored warning signs are to be attached to barrier and continually maintained throughout the life of the barrier. PART 3 EXECUTION 3.1 EXISTING FACILITIES A. Existing Surfacing: Existing floors and wall surfaces are not to be damaged during demolition. Protect from damage with suitable measures. B. Other Facilities: Remove within the limits shown to a logical and straight termination as noted on the drawings. C. Temporary: Those materials noted to be temporarily removed, to allow access to areas affected by this work and then re -installed to match existing adjacent materials, shall be protected from damage and stored on site as directed. 3.2 DISPOSITION OF MATERIALS A. Title to Materials: Title to all materials and equipment to be demolished is vested in the contractor upon receipt of notice to proceed. Items noted to be salvaged shall be returned to the owner and stored as directed. B. Disposition: All materials resulting from demolition shall be disposed by the contractor in accordance with all applicable laws, codes, and ordinances. 3.3 CLEAN-UP A. Debris and Rubbish: Debris and rubbish shall be removed from work sites on a regular basis. Only by prior approval of the architect will debris and rubbish be allowed to accumulate on the site for more than a week. B. Debris Control: Debris shall be removed and transported in a manner as to prevent spillage on streets or adjacent areas. C. The contractor is not permitted to use owner's refuse containers. DEMOLITION 02050-3 C. Regulations: Applicable federal, state and local regulations regarding hauling and disposal apply. Provide copies of hauling and dumping permits, receipts, or manifest to architect. Include copies in operations and maintenance manual. D. Cleanliness of Site: Due to the high visibility of the site and potential danger to the public, maintaining a clean and safe site will be critical. END OF SECTION DEMOLITION 02050-4 SECTION 06400 ARCHITECTURAL MILLWORK PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 WORK INCLUDED A. Special fabricated cabinet units. B. New countertops on new cabinet units. 1.3 RELATED SECTIONS A. Section 09260 - Gypsum Board Systems: Grounds. B. Section 09900 - Painting: Finishing cabinet exterior and interior. 1.4 REFERENCES A. FS MM -L-736 - Lumber, Hardwood. B. FS MMM -A-130 - Adhesive, Contact. C. NWMA LD3 - High Pressure Decorative Laminates. D. PS 1 - Construction and Industrial Plywood. E. PS 20 - American Softwood Lumber Standard. F. PS 51- Hardwood and Decorative Plywood. G. PS 58 - Basic Hardboard. 1.5 QUALITY ASSURANCE A. Perform work to custom quality in accordance with Quality Standards of the Architectural Woodwork Institute (AWI). 1.7 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Include materials, component profiles, fastening methods, assembly methods, joint details, accessory listings, and schedule of finishes. C. Submit samples under provisions of Section 01300. D. Submit fire treated lumber certificate under provisions of Section 01300. PART 2 PRODUCTS 2.1 WOOD MATERIALS A. Softwood Lumber: PS 20; graded in accordance with AWI; maximum moisture content of 6 percent; ARCHITECTURAL MILLWORK 06400-1 species and grade as follows: Ileal Species Q Cabinet Frame White Pine, Poplar PL-dnSliced Exposed Frame Red Oak Plain Sliced B. Hardwood Lumber FS MM -1,736; graded in accordance with AWI; maximum moisture content of 6 percent; species and grade as follows: Item Srscies Exposed Frame Red Oak Plain Sliced C. Cabinet concealed wall grounds are to be fire treated lumber; submit certificate for review. Refer to — Section 06100, Rough Carpentry. 2.2 SHEET MATERIALS A. Wood Particleboard: Per AWI standard, composed of wood chips, made with high waterproof resin binders; of grade to suit application; sanded faces, located as follows: ITEM: Shelving; Bulkheads; Non -exposed tops, bottoms and ends. B. Hardboard: PS 58; pressed wood fiber with resin binder, tempered grade, smooth two sides, located as follows: ITEM: Drawer Bottoms; Cabinet Backs; and edges of shelves. C. Softwood Plywood: PS 1; graded in accordance with AWI; core material of particleboard; species and cut as follows: ITEM: Underlayment D. Hardwood Plywood: PS 51; graded in accordance with AWI; core material of particleboard; type of glue recommended for application; face veneer and cut as follows: Item mgr Species Door and Drawer Fronts Red Oak Rotary Drawer Construction White Pine Plain Sliced 2.3 ACCEPTABLE LAMINATE MANUFACTURERS A. Wilsonart Manufacturing. B. Formica. C. Nevamar. D. Substitutions: Under provisions of Section 01600. ARCHITECTURAL MILLWORK 06400-2 t.: G. Cap exposed plastic laminate edges with material of same finish and pattern. ARCHITECTURAL MILLWORK 06400-3 2.4 LAMINATE MATERIALS A. Plastic Laminate: NWMA LD 3, GP - 50 general purpose type; color as listed in plastic laminate schedule at the end of this section. 2.5 ACCESSORIES A. Adhesive: FS MMM -A-130. Type recommended by laminate manufacturer to suit application. B. Fasteners: Size and type to suit application. C. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application. 2.6 HARDWARE A. Shelf Standards and Rests: K & V No. 255AN and 256AN. B. Drawer and Door Pulls: Use pulls that match existing pulls in the same area as this project. C. Catches: Stanley No. SP46. D. Drawer Slides: K & V No. 8500, full extension, 150 lb. rated. E. Drawer Lock and Key: Stanley, finish to match cabinet hardware. F Hinges: Grass America No. 1203 with appropriate base plates. E. G. Closet Rod: K&V No. KV2. 2.7 FINISHES t A. Submit full range of manufacturer's finishes for selection by architect. B. Provide examples of finishes under consideration to architect. l.' 2.8 FABRICATION A. All millwork is to be flush overlay construction per the Architectural Millwork Institute. B. Ship assembled casework for delivery to site in units easily handled and to permit passage through building openings. C. Fit shelves, doors, and exposed edges to have less than 1/16 inch gap in any joint. Exposed edges to have hardwood edges. D. Door and drawer fronts: 3/4 inch thick with hardwood edges.. E. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting. All field cuts through laminate are to have two coats of adhesive in order to minimize laminate deterioration at plumbing fixtures. F. Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Make corners and joints hairline. Slightly bevel arrises. t.: G. Cap exposed plastic laminate edges with material of same finish and pattern. ARCHITECTURAL MILLWORK 06400-3 H. Provide cutouts for grommets and sleeves, plumbing fixtures, inserts, appliances, outlet boxes, and other fixtures and fittings. Verify locations of cutouts from on-site dimensions. Seal contact surfaces of cut edges. I. All shelf standards are to be recessed flush with adjacent surface. All units with adjustable shelves, either open shelves or closed cabinets, are to have recessed metal standards. PART 3 EXECUTION 3.1 INSPECTION A. Verify adequacy and location of backings and support framing members that are concealed within walls. _ B. Beginning work consistitutes acceptance of conditions. 3.2 HARDWARE A. Provide four (4) drawer lock and key assemblies, location of locks to be selected by owner. 3.3 INSTALLATION A. Set and secure casework in place rigid, plumb, and level. B. Use purpose designed fixture attachments at concealed locations for wall mounted components. C. Carefully scribe casework which is against other building materials, leaving gaps of 1/32 inch maximum. Do not use additional overlay trim for this purpose. D. Secure cabinet and counter bases to floor using appropriate angles and anchorages. E. Do not cut equipment cord grommet through counter top until unit is completely installed and approved. Actual locations of grommets will be verified by architect prior to cutting hole. See millwork elevations for general locations. F. Provide concealed grounds in all wall framing areas to receive wall and base cabinets, refer to Section 06100, Rough Carpentry. 3.4 ADJUSTING AND CLEANING A. Adjust doors, drawers, hardware, fixtures, and other moving or operating parts to function smoothly and correctly. B. Clean casework, counters, shelves, hardware, fittings, and fixtures. END OF SECTION ARCHITECTURAL MILLWORK 06400-4 SECTION 07900 JOINT SEALERS PART GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work in this Section. 1.2 WORK INCLUDED A. Provide caulking in conjunction with interior painting operations and as otherwise indicated on drawings for interior caulking. B. Provide sealant where indicated on the drawings in conjunction with weather seals, and as otherwise noted. C. Perform all work required to complete the joint preparation, joint packing or filler, priming, caulking and sealing indicated by the drawings and specified herein. Furnish all supplementary items necessary. D. In fire rated partitions, install only fire resistant sealants. 1.3 RELATED SECTIONS A. Section 08100 - Hollow Metal Frames. B. Section 09900 - Painting. 1.4 QUALITY ASSURANCE A. Applicator Qualifications: 1. Minimum two year's experience in applying sealants and approved by manufacturer. B. Manufacturer's Representative: 1. Arrange for technical representative to be on project site to advise installer of proper procedures and precautions for use of materials and to check installation. 1.5 REFERENCE STANDARDS A. FS TT -S -00230C, Type II Sealing Compound: Elastomeric Type, Single Component. B. FS TT -S -001543A Sealing compound: Silicone Rubber Base. 1996 Green Harvey Associates, Inc.JOINT SEALERS 079W - 1 Unauthorized duplication prohibited C. FS TT -S -00227E, Type I, Class A Joint Sealant: Self Levelling. D. ASTM C834 Standard Specification for latex sealing compounds. 1.6 SUBMITTALS A. Submit the following: 1. Product Data: a. Manufacturer's specifications, recommendations and installation instructions for sealant, backing, and related materials. 2. Samples: a. Color charts for selection by architect. b. Furnish samples of custom colors. 3. Certification: a. Letter of certification from manufacturer or certified test laboratory report that materials are chemically compatible with each other and with substrate. b. Letter from manufacture that certifies material's fire resistant qualities. C. Certification that material is asbestos free. 4. When requested by the architect, submit samples of cured sealants and a 6 inch long sample of each type of joint backup. 1.7 DELIVERY AND STORAGE A. Deliver materials in unopened containers as packaged by the manufacturer. Store in a manner to protect materials from the weather. 1.8 WARRANTY A. Warrant, in writing, materials and workmanship against air and water leakage for a five-year period. B. Provide written warranty of materials fire resistance and accepted use in at least a one hour fire resistant assembly. PART 2 PRODUCTS 2.1 PRODUCTS A. Pecora Chemical corporation. B. Sonneborn Building Products. C. W.R. Grace and Company. D. General Electric Company. E. Products Research and Chemical Corporation. F. Substitutions: In accordance with Section 01600. JOINT SEALERS 07900-2 I I 2.2 MATERIALS A. Polysulfide (Type 1): 1. Two-part conforming to FS TT -S -00227E, Class A, Type I (self -leveling) or Type 2 (nonsag) as recommended by manufacturer. 2. Color: As selected by architect. 3. Acceptable products: a. Synthacalk GC -5, Pecora Corp. b. 350, PRC. C. Sonolastic, Sonnebom-Contech, Inc. B. Chlorosulfonated Polyurethane (Type 2) 1. One part conforming to FS TT -S -230C. 2. As selected by architect. 3. Acceptable products: a. Synthacalk, Pecora. C. Polyurethane (Type 3): 1. Two-part conforming to FS TT -S -0000227E, Class A, Type I or II. 2. Color: As selected by architect. 3. Acceptable products: a. NR -200, Pecora. b. No. 200, PRC. C. Sonolastic Paving Joint Sealant, Sonnebom-Contech. d. THC -900/901, Tremco. D. Polyurethane (Type 4): 1. One -part conforming to FS TT -S -000230C, Class A, Type II. 2. Color: Custom color as selected by architect. 3. Acceptable products: a. No. 6000, PRC. b. NP 1, Sonnebom - Contech. C. Dymonic, Tremco. E. Silicone (Type 5): 1. One part rubber based silicone conforming to FS TT -S-001543, Class A, Type I. 2. Color: Custom color as selected by architect. 3. Acceptable products: a. 790 Building Sealant, Dow Coming. b. Silproof, General Electric. C. Proglaze, Tremco. F. Acrylic, Solvent Cure (Type 6): 1. One -part, FS TT -S-00230. 2. Acceptable products: a. Unicrylic, Pecora. b. Permacryl, Schnee -Moorhead Chemicals, Inc. C. Mono, Tremco Manufacturing Company. JOINT SEALERS 07900-3 G. Nondrying, Nonskinning (Type 7): 1. One -part sealing compound. 2. Acceptable products: a. GC -55, Noncuring, Goal Chemical. b. BR -96, Pecora. C. Curtain Wall Sealant, Tremco. H. Bitumen Impregnated Sealant (Type 8): 1. Precompressed bitumen impregnated foam joint sealant. 2. Size: As recommended by manufacturer for joint condition as rain seal. 3. Acceptable product: Emseal compressed, Emseal Corporation. I. Backer Rod: Closed cell expanded polyurethane or polyethylene "Denver" foam, compatible with — sealant; sized and shaped to control depth of sealant; and to maintain 20% to 50% compression of material. J. Joint Cleaners and Primers: As recommended by sealant manufacturer. K. Bond Breaker: Pressure sensitive adhesive polyethylene tape. L. Masking Tape: Pressure sensitive adhesive paper tape. M. Sealant Tape: 1. Compressible adhesive -cohesive tape of cross-linked butyl polyisobutylene rubber that — accommodates variations and movement, sized as necessary to allow for joint movement of + or - 25%. 2. Acceptable product: PTI 606, Protective Treatments, Inc. N. Expansion Joint Filler: 1. Closed cell polyethylene compatible with sealant. 2. Acceptable product: Sonoflex F, Sonneborn. 3. Fire resistant to be used in at least a one hour fire rating classification. 2.3 MIXING A. Mix components in accordance with manufacturer's recommendations. PART 3 EXECUTION 3.1 INSPECTION A. Examine all surfaces to receive sealant and report all conditions not acceptable. Installation shall be deemed as acceptance of the surface. 3.2 PREPARATION A. Clean all surfaces and joints thoroughly, removing all foreign matter, dust, oil, grease, water surface, dirt, frost, old caulking material, and previously applied paint or primer. B. Prime and prepare surfaces in strict accordance with sealant or caulk manufacturer's written instructions and recommendations. JOINT SEALERS 07900-4 7 r C. Remove loose mill scale from steel surfaces. Remove dirt, on, or grease by solvent cleaning and wipe surfaces. All surfaces must be clean and dry. Any protective coating on building materials that will impair sealant bond shall be removed. 3.3 APPLICATION A. Sealants: 1. Follow sealant manufacturer's instructions regarding preparation, priming, application life, and application procedure. 2. Apply masking tape where required in continuous strips in alignment with joint edge. Remove tape immediately after joints have been sealed and tooled as directed. 3. apply sealant under pressure with gun having nozzle of proper size or other appropriate means. Provide sufficient pressure to completely fill joints. 4. Neatly point or tool sealant to provide proper contour. Use clean water -wet tool or tooling solution recommended by manufacturer when tooling white or light colored sealant. B. Caulking: 1. Caulking: Apply caulking joints before final coat of paint is applied to adjacent surface. Apply caulking with a pressure gun having a nozzle of proper size to fit joint. Completely fill joint and firmly tool against backing to make a smooth, convex bed, and assure good adhesion. Caulking shall develop a firm skin before paint is allowed. C. Joint Size: 1. Sealant and Caulking: Depth equal to 1/3 times joint width or as recommended by manufacturer. 3.4 CLEANING A. Remove excess caulking or sealant materials and smears from adjacent surfaces as work progresses. B. On non -porous surfaces excess uncured sealant shall be removed with a solvent moistened cloth immediately. On porous surfaces excess sealant should be allowed to cure overnight, then removed by lightly wirebrushing or sanding. All adjacent surfaces shall be clean and free from stains. C. Remove all debris resulting from these operations from the site. 3.5 SCHEDULE A. Interior and Exterior Joints Subject to Movement (Not Including Traffic): Type 1, 2, 4, or 5 at Contractor's option and as recommended by manufacturer for joint condition and sealant color. B. Interior and Exterior Horizontal Joints Subject to foot and Vehicular Traffic: Type 2, self -leveling. C. Interior Horizontal and Vertical Joint Not Subject to Movement (Not Including Traffic): Type 6. D. In contact with roofing and waterproofing materials: Type 3 or 4, low modulus, unmodified. E. Unexposed window joints: Type 7. F. Interior fire resistant rating of at least a one hour rated assembly subjected to minimal movement: Type 2. G. Secondary seal and exterior brick expansion joint secondary seals: Type 8. END OF SECTION 7 JOINT SEALERS 07900-5 SECTION 08100 HOLLOW METAL FRAMES PART1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work in this Section. 1.2 WORK INCLUDED A. Custom fabricated rated and non -rated steel frames. 1.3 RELATED SECTIONS. A. Section 08700 - Finish Hardware. B. Section 09900 - Painting. 1.4 REFERENCES A. ASTM A569 - Steel, Carbon, Hot -Rolled Sheet and Strip, Commercial Quality. B. ASTM A591 - Steel Sheet, Cold -Rolled, Electrolytic Zinc Coated. C. NFPA 80 - Fire Doors and Windows. D. NFPA 252 - Fire Tests for Door Assemblies. E. SDI - 100 - Standard Steel Doors and Frames. 1.5 QUALITY ASSURANCE A. Conform to requirements of SDI - 100. B. Fire rated frame construction to conform to NFPA 252. C. Installed door and frame assembly to conform to NFPA 80 for fire rated class indicated on drawings. 1.6 SHOP DRAWINGS AND PRODUCT DATA A. Submit shop drawings and product data under provisions of Section 01300. B. Indicate frame configuration, anchor spacings, anchor types, and location of cutouts for hardware and reinforcement. C. Submit manufacturer's installation instructions under provisions of Section 01300. HOLLOW METAL FRAMES 08100-1 1.7 DELIVERY, STORAGE, AND PROTECTION A. Protect products under provisions of Section 01600. B. Protect frames with resilient packaging. 1.8 WARRANTY A. Provide five year manufacturer's warranty under provisions of Section 01700. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Republic Builders Products Corp./ Subs. Republic Steel B. Ceco Corporation C. Tex -Steel Corporation D. Substitutions: Under provisions of Section 01600. 2.2 FRAMES A. Material: ASTM A569, hot rolled carbon steel B. Frame Gage: 16 gage for interior frames, 14 gage for exterior frames. C. Hardware Reinforcement: SDI - 107. D. Dimensions: 1 inch return by required wall thickness; all frames are to match. 2.3 ACCESSORIES A. Jamb Anchors: 'Z' type for metal studs, 'T' type for masonry. B. Silencers: As specified in Section 08700. Exterior door frames are not to have silencers. 2.4 FABRICATION A. Fabricate frames and assemble as a complete welded unit. Weld exposed joints continuously, grind, dress, and make smooth, flush, and invisible. No joint shall be obvious between head and jambs. B. Fabricate frames with hardware reinforcement plates welded in place. Comply with ANSI A115 "Specifications for Door and Frame preparation for Hardware". C. Prepare frames for silencers. Provide three single silencers for single interior doors on strike side. D. Fabricate jamb anchors to be set in metal stud partitions from minimum 16 gage cold rolled steel complying with ASTM A526. E. Shop paint surfaces of doors and frame units, including galvanized surfaces, using manufacturer's HOLLOW METAL FRAMES 08100-2 standard baked -on rust -inhibitive primer. F. Provide 26 gage steel plaster guards or mortar boxes, welded to frame, at back of hardware cutouts where installed in concrete, masonry or plaster opening. 2.5 FINISH A. Primer: Baked on. B. Paint: As specified in Section 09900. PART 3 EXECUTION 3.1 INSTALLATION A. Install frames in accordance with SDI - 100. B. Coordinate with gypsum wallboard wall construction for anchor placement.. C. Install minimum of 4 anchors per jamb for frames set in metal stud framing. 3.2 TOLERANCES A. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, comer to corner. 3.3 ADJUSTING AND CLEANING A. Adjust for smooth and balanced door movement. B. Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touch-up paint of compatible air -drying primer. END OF SECTION HOLLOW METAL FRAMES 08100-3 SECTION 08210 WOOD DOORS PART1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, and Supplementary General Conditions apply to the work of this Section. 1.2 SECTION INCLUDES A. Wood doors fire rated and non -rated. 1.3 RELATED SECTIONS A. Section 01090 - Reference Standards. B. Section 01700 - Contract Closeout. 1.4 SUBMITTALS A. Shop Drawings: Indicate door elevations, cutouts for glazing. B. Samples: Submit two of door veneer, 12x12 inch in size illustrating wood grain, color, and finish. 1.5 QUALITY ASSURANCE A. Perform work in accordance with the following: 1. ANSI/NWWDA I.S.1. 2. Fire Door Construction: Conform to ASTM E152. 3. Installed Door Assembly: Conform to NFPA 80 for fire rated class as indicated. 1.6 WARRANTY A. Provide warranty under provisions of Section 01700 to the following term: 1. Interior Doors: Two years. B. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials, and telegraphing core construction. C. Provide a written warranty letter per Section 01700, 1.8, on business letterhead stating that installed door components comply with TAS and/or ADA. 19% Gran Harvey Associates, Inc. WOOD DOORS 08210-1 unauthorized duplication prohibited. PART 2 PRODUCTS 2.1 DOOR TYPES _ A. Manufacturers: 1. Weyerhaeuser. 2. Algoma Hardwoods, Inc. 3. Truline. B. Flush Interior Doors: 1-3/4 inches thick; solid core particleboard construction (ANSI A208); fire rated as indicated. 2.2 DOOR CONSTRUCTION A. Core (Solid, Non -Rated): ANSI/NWWDA, Type solid wood block core. 2.3 FLUSH DOOR FACING A. Wood Veneer: ANSI/NWWDA Custom grade; Red Oak wood, plain sliced with random match grain, for transparent finish. B. Adhesive: ANSI/NWWDA, Type I. 2.4 ACCESSORIES A. Glass Stops: NONE 2.5 FABRICATION A. Fabricate non -rated doors in accordance with ANSI/NWWDA I.S.1 requirements. B. Fabricate fire rated doors in accordance with ANSI/NWWDA I.S.1 and to UL requirements. Attach fire rating label to door edge. C. Fabricate doors with hardware reinforcement blocking in place. D. Factory machine doors for finish hardware. E. Factory pre -fit doors for frame opening dimensions identified on shop drawings. 2.6 FINISH A. Factory finish doors in accordance with approved sample. B. New doors are to match existing doors. .• r WOOD DOORS 08210-2 PART 3 EXECUTION 3.1 INSTALLATION A. Install doors in accordance with manufacturer's instructions and requirements. B. Coordinate installation of doors with installation of frames and hardware. C. Adjust door for smooth and balanced door movement. END OF SECTION WOOD DOORS 08210-3 d u SECTION 08700 FINISH HARDWARE PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 WORK INCLUDED A. Complete hardware for new doors. B. Butts and hinges, locks and latch sets, closers, push/pulls, trim units and silencers. C. Provide all items, articles, materials, operations or methods listed, mentioned or scheduled on the drawings and/or herein, including all labor, materials, equipment and incidentals necessary and required for their completion. Any item of finish hardware not specifically mentioned, but which is necessary for proper completion of the work shown on the Drawings shall be provided without additional cost to owner. Any omissions shall be called to the attention of the Architect prior to bid opening; otherwise the Drawings and Specifications will be considered complete. 1.3 RELATED SECTIONS A. Section 01090 - Reference Standards. B. Section 01700 - Contract Closeout. C. Section 06400 - Architectural Millwork. D. Section 08100 - Hollow Metal Frames. 1.4 REFERENCES A. ADA - Americans with Disabilities Act, 36 CFR. B. ANSI/NFPA 80 - Fire Doors and Windows. C. AWI - Architectural Woodwork Institute. D. BHMA - Builders' Hardware Manufacturers Association. E. DHI - Door and Hardware Institute. F. NAAMM - National Association of Architectural Metal Manufacturers. G. NFPA 101 - Life Safety Code. H. SDI - Steel Door Institute I. ANSI Al 15.2 - Door and Frame Preparation for Bored or Cylindrical Locks for 1-3/4 inch Doors. -1996 crccnRuM A"eeiue..1= FINISH HARDWARE 08700-1 Umuftrheddupi Ad-pmWWte& FINISH HARDWARE 08700-2 J. ANSI A115.9 - Door and Frame Preparation for Closer, Offset Hung, Single Acting. K. ANSI A156.1 - Butts and Hinges. L. ANSI A156.2 - Locks and Lock Trim. M. A156.4 - Door Controls (Closers). N. ANSI A156.6 - Architectural Door Trim. O. ANSI A156.7 - Template Hinges. .- 1.5 COORDINATION A. Coordinate work of this section with other sections involving manufacturer of any internal reinforcement for door hardware. B. Hardware subcontractor shall examine the drawings and specifications to determine the extent of hardware quantities required. Should any particular door or item be omitted in any scheduled hardware _ group, provide such door or item with hardware similar to that required for similar conditions on the project. Locks, bolts, hinges, pulls, knobs shown on the plans for non -factory manufactured cabinet and casework shall be included in the Division of Finish Hardware. 1.6 QUALITY ASSURANCE A. Manufacturers: Companies specializing in manufacturing door hardware with minimum three year's experience. B. Hardware Supplier: Company specializing in supplying commercial and institutional door hardware with five year's documented experience. C. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary .� crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of the section. 1.7 REGULATORY REQUIREMENTS A. Conform to applicable codes for requirements applicable to fire rated doors and frames. B. Conform to the applicable sections of Chapter 5 of NFPA 101. 1.8 SUBMITTALS — A. Submit schedule, shop drawings, and product data under provisions of Section 01300. Resubmittals will be required until complete architectural approval is obtained. B. Indicate location and mounting heights of each type of hardware. Show required mortising and internal reinforcing of metal products. C. Provide product data on specified hardware. D. Submit keying diagrams to show grandmaster, master, etc. level of hierarchy. L E. Submit proposed replacement levers, finish, function, and example. 1.9 OPERATION AND MAINTENANCE DATA _ FINISH HARDWARE 08700-2 i r I FINISH HARDWARE 08700-3 A. Submit operation and maintenance data under provisions of Section 01700. B. Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance. C. Lost or stolen hardware shall be the responsibility of the contractor. Replace all items lost or stolen with identical items. 1.10 DELIVERY, STORAGE, AND HANDLING A. Package hardware items individually; label and identify package with door opening code to match hardware schedule. B. Protect hardware from theft by cataloging and storing in secure area. 1.11 MAINTENANCE MATERIALS A. Provide special wrenches and tools applicable to each different or special hardware component. B. Provide maintenance tools and accessories supplied by hardware component manufacturer. 1.12 WARRANTY A. Provide a written warranty per Section 01700, 1.8, on business letterhead stating that installed door components comply with TAS and/or ADA. B. Provide warranties for all hardware furnished under this division to the. general contractor for transmittal to the architect. Warranties shall be for a period of one (1) year (five [5] years for closer) from date of owner acceptance, against defects in material and workmanship of the merchandise. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Locksets and Latches: Sargent. B. Hinges: Stanley; McKinney; Hager. C. Closers: Sargent; LCN. D. Exit Devices: Sargent. E. Kickplates, stops, and silencers: Trimco; Ives; Triangle Brass; Quality Hardware. F. Smoke seals: Pemko; National Guard Products, Inc. G. Thresholds: Pemko; National Guard Products, Inc. H. Cover Plates: National Guard Products, Inc. I. Push/Pulls: Rockwood, Trimco. 2.2 STYLE A. All hardware components shall match throughout the facility in finish, style, and function. FINISH HARDWARE 08700-3 B. Style to be Sargent 8100 series, heavy duty, with Sargent LNH lever. C. Provide a knurled grip or similar, acceptable texture on levers of doors leading to a potentially hazardous situation for a physically or visually challenged person; ie, mechanical rooms, stairs, etc. 2.3 KEYING A. Door Locks: 1. Master keyed. 2. Grand master key system. 3. Coordinate key system with owner. B. Supply two keys for each lock. C. Coordinate new keying system with architect and owner. 2.4 FINISHES AND STYLE A. Finishes are identified in the schedule at end of this section. If not identified, finish is to be recommended. Submit for architect's approval. B. New items are to match in style and function as closely as possible. Lockset knobs, keying system, cylinder pins, and finishes are to match. Submit for architect's approval. 2.5 EXIT DEVICES A. Sargent 1040 series, smooth mechanism case, designed for 13/4" thick hollow metal doors. B. Devices are intended for door openings without a mullion. C. Provide devices with concealed vertical rods. 2.6 PUSH, PULLS A. Use the model listed in the hardware schedule as reference, match the existing Push and Pulls if different than specified. PART 3 EXECUTION 3.1 INSPECTION A. Verify that doors and frames are ready to receive work and dimensions are as indicated on shop drawings. B. Beginning of installation means acceptance of existing conditions. FINISH HARDWARE 08700-4 C. The Owner reserves the right to request and pay for an inspection by a representative of the referenced organization to determine that the work of this Section has been performed in accordance with the i specified requirements. D. In the event such inspection determines that the work of this Section does not comply with the specified requirements, immediately remove the non -complying items and immediately replace them with items complying with the specified requirements, all at no additional cost to the Owner, and reimburse the Owner for the cost of the inspection. 3.2 INSTALLATION A. Install hardware in accordance with manufacturer's instructions and requirements of SDI, NAAMM, AWI, ANSI/NFPA 80, BHMA and DHI. B. The contractor shall install all finished hardware plump, square, true and in accordance with the manufacturer's instructions, using the best practices as approved by architect. Hardware shall be fitted and operated prior to painting, then removed and painting completed before final installation. All hardware must be thoroughly cleaned, free from mars and blemishes and in perfect operating condition when turned over to the owner. Damaged or malfunctioning hardware will not be acceptable. C. No extra costs will be allowed to facilitate proper installation of any hardware. The general contractor shall be responsible for the proper fabrication of all materials and work to receive hardware. D. Finish hardware shall be famished with all necessary screws, bolts, or other fastenings of suitable size use and long life and shall harmonize with the hardware as to material and finish. These fastenings shall be famished where necessary with expansion shield, security bolts, toggle bolts or other approved anchors according to the material to which it is applied and recommended by the manufacturer. All hardware fastened to concrete shall be famished with machine screws and lead shields. Extension flushbolts shall be edge mounted in all cases. Wrought box strikes shall be furnished where strikes are mortised into wood. Strikes shall have sufficiently extended lips where required to protect trim from being marred by latch -bolts, but no more than necessary. Strikes for pairs of doors shall have 1 " lips to center. All backsets of locks and latches shall be 2-3/4" from the door edge unless otherwise indicated. E. Hardware for fire doors shall conform to the requirements for NFPA 80 and NFPA 101. In case of conflict between the type of hardware specified in these specifications or the type required for fire protection, materials of equal quality and design without additional cost to owner, required by NFPA shall be furnished. 3.3 HANDICAP ACCESSIBILITY PROVISIONS A. Door Hardware: Handles, knobs, pulls, latches, locks, and other operating devices on accessible doors shall be mounted no higher than 48 inches above the floor or ground surface and shall have a shape that is easy to grasp with one band and does not require tight grasping, tight pinching, or severe twisting to operate. The force required to activate door hardware shall be no greater than five Ibf. Designs include lever -operated mechanisms, lush -type mechanisms and U-shaped Handles. When sliding doors are fully open, operating hardware shall be exposed and usable from both sides. Doors to hazardous areas such as loading platforms, boiler rooms, mechanical and electrical rooms, and to other areas that might be dangerous to a blind person, shall be made identifiable to the touch. by a textured surface on the door Handle, knob, pull or 'other operating hardware. This textured surface maybe made by knurling or roughening or by a material applied to he contact surface. Such textured surfaces shall not be provided for emergency exit doors or any doors other than those to hazardous areas. B. Door Closer: If a door has a closer, then the sweep period of the closer shall be adjusted so that from an open position of 90 degrees, the door will take at least three (3) seconds to move to an open position of approximately 12 degrees. FINISH HARDWARE 09700-5 C. Door Opening Force: The maximum force for pushing or pulling open a door shall comply with this paragraph. For hinges doors, the force shall be applied perpendicular to the door at the door opener or 30 inches from the hinged side, whichever is farther from the hinge. For sliding or folding doors, the force shall be applied parallel to the door at the door pull or latch. 1. Exterior hinged doors shall not exceed 8.51bf. Slight increases in opening force shall be allowed where 8.51bf is insufficient to compensate for air pressure differentials. 2. Sliding doors, folding doors, and interior hinged doors shall not require a force exceeding five lbf. 3. Fire doors may be adjusted to meet the minimum opening force allowed by the governing authority or applicable building code. D. Thresholds: The height of any floor level change plus the height of any applied threshold at doorway sills shall no exceed 1/2" and shall be beveled with a slope no greater than 1" in 2". E. Conform to latest adopted version of the Americans with Disabilities Act and Texas Accessibility Standards criteria for positioning, operating, and opening force requirements. In case of conflict materials f equal quality and design required by ADA or TAS shall be provided. 3.4 HARDWARE LOCATIONS A. Locks, latches: Finish floor to C/L of knobs, 40-5/16" B. Deadlocks: Finish to C/L of cylinder, 48" C. Push/Pull Plates: Finish floor to C/L of plate, 46" D. Flushbolts: C/L of bolt face to top (and bottom) edge of floor, 12" _ E. Exit Devices: Per template and installation instructions; Rails shall not conflict with door lites, mounting heights shall be adjusted to center exit rail on appropriate door rail F. Closer, O/H Holders: Per template and installation instructions. G. Stops: To protect doors and hardware from contact with parts of the building or other conflicting doors H. Butt Hinges: 1. Top anchor butt - per template instructions; 2. Top butt hinge - top edge of butt leaf to rabbet, 5" 3. Bottom butt hinge - bottom edge of butt leaf to finish floor, 10" 4. Intermediate butt hinge - equal distant between top and bottom butts. 3.5 ADJUSTMENT AND MAINTENANCE A. Within thirty (30) days after Owner Acceptance of the Project, the subcontractor shall meet with the Owners maintenance foreman and thoroughly instruct him in the care and adjustment of all movable hardware furnished under this division. Provide him with a Manufacturer's Parts List for all locks, exits and closer, a Bound Care and Adjustment Manual, and an adjustment tool for each type of adjustable hardware. Included shall be a copy of an approved Hardware Schedule. 3.6 HARDWARE SCHEDULE .E. DOORS MARKED El, E2, E3, CAI, CA2, CA14, CA15, CA6, CA12, CA10, CAI 1, CA7, CS3 EACH TO HAVE: FINISH HARDWARE 08700-6 3 BUTTS TA2714 US IOB 4.5 X 4.5 , MCKINNEY I LOCKSET 1OG05 LL US IOB SARGENT 1 CLOSER EB351 TB SARGENT 1 KICKPLATE 10" X 2" LDW US10B QUALITY 1 STOP W302PT US IOB QUALITY 1 GASKET 155DKB NATIONAL GUARD HW -3 DOORS MARKED E5 EACH TO HAVE: EXISTING HARDWARE TO REMAIN DOORS MARKED CA3, CA4, CAS EACH TO HAVE: 3 BUTTS TA2714 US IOB 4.5 X 4.5 1 LOCKSET 1OG05 LL US IOB I STOP W302PT US10B 3 SILENCERS 1229A HW -5 DOORS MARKED CAS, CA13, CA16 EACH TO HAVE: 3 BUTTS TA2714 US10B 4.5 X 4,.5 1 LOCKSET 10005 LL US10B 1 CLOSER EB351 TB 1 STOP W302PT US 10 1 GASKET 155 DKB MCKINNEY SARGENT SARGENT QUALITY QUALITY NATIONAL GUARD NATIONAL GUARD MCKINNEY SARGENT QUALITY QUALITY MCKINNEY SARGENT SARGENT QUALITY NATIONAL GUARD FINISH HARDWARE 08700-7 DOORS MARKED E4 EACH TO HAVE: 6 BUTTS TA2714 US10B 4.5 X 4.5 2 EXIT DEVICES 12-8713 ETL US10B 2 CLOSERS EB351 TB 2 KICKPLATE 10" X 2" LDW US10B 2 STOP W302PT US10B 1 GASKET 155DKB 1 ASTRAGAL 115N DKB HW -3 DOORS MARKED E5 EACH TO HAVE: EXISTING HARDWARE TO REMAIN DOORS MARKED CA3, CA4, CAS EACH TO HAVE: 3 BUTTS TA2714 US IOB 4.5 X 4.5 1 LOCKSET 1OG05 LL US IOB I STOP W302PT US10B 3 SILENCERS 1229A HW -5 DOORS MARKED CAS, CA13, CA16 EACH TO HAVE: 3 BUTTS TA2714 US10B 4.5 X 4,.5 1 LOCKSET 10005 LL US10B 1 CLOSER EB351 TB 1 STOP W302PT US 10 1 GASKET 155 DKB MCKINNEY SARGENT SARGENT QUALITY QUALITY NATIONAL GUARD NATIONAL GUARD MCKINNEY SARGENT QUALITY QUALITY MCKINNEY SARGENT SARGENT QUALITY NATIONAL GUARD FINISH HARDWARE 08700-7 HW -6 DOORS MARKED CSI EACH TO HAVE: 6 BUTTS TA2714 US lOB 4.5 X 4.5 1 LOCKSET 10005 LL US I OB 1 AUTO FLUSHBOLT 945 US10B I DUSTPROOF STRIKE 80 US10B 2 CLOSERS EB351 TB 2 STOPS W302PT US IOB 1 GASKET 155 DKB 1 ASTRAGAL 115N DKB HW -7 DOORS MARKED CA9, CS2 EACH TO HAVE: 3 BUTTS TA2714 US 10B 4.5 X 4.5 1 EXIT DEVICE 12-8813 ETL US10B 1 CLOSER EB351 TB I KICKPLATE 10"X 2" LDW US 10B 1 STOP W302PT US10B 1 ASTRAGAL 115N DKB END OF SECTION FINISH HARDWARE MCKINNEY SARGENT DCI DCI SARGENT QUALITY NATIONAL GUARD NATIONAL GUARD MCKINNEY SARGENT SARGENT QUALITY QUALITY NATIONAL GUARD 08700-8 SECTION 09260 GYPSUM BOARD SYSTEMS PART1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 WORK INCLUDED A. Metal stud wall and wall furring. B. Metal channel ceiling framing. C. Gypsum board. D. Taped and sanded joint treatment. 1.3 RELATED SECTIONS A. Section 08100 - Hollow Metal Frames. B. Section 09511 - Suspended Acoustical Ceilings: Ceiling Furrdown Construction. C. Section 09900 - Painting: surface finish. 1.4 REFERENCES A. ANSI/ASTM C36 - Gypsum Wallboard. B. ANSI/ASTM C79 - Gypsum Sheathing Board. C. ANSI/ASTM C475 - Joint Treatment Materials for Gypsum Wallboard Construction. D. ANSI/ASTM C645 - Non -Load (Axial) Bearing Steel Studs, Runners (Track), and Rigid Furring Channels for Screw Application of Gypsum Board. E. ANSI/ASTM C646 - Steel Drill Screws for the Application of Gypsum Sheet Material to Light Gage Steel Studs. F. ANSI/ASTM C754 - Installation of Framing Members to Receive Screw Attached Gypsum Wallboard, Backing Board, or Water Resistant Backing Board. ° 19% Omen Harvey "fSOCiatca• Inc. GYPSUM BOARD SYSTEMS 09260-1 Unauthorized duplication prohibited G. ANSI/ASTM E119 - Fire Tests of Building Construction and Materials. H. GA -201 - Gypsum Board for Walls and Ceilings. I. GA -216 - Recommended Specifications for the Application and Finishing of Gypsum Board. 1.5 SYSTEM DESCRIPTION A. Fire Rating Wall Requirements: 1 hour in accordance with UL 1988 listed assembly No. U465. B. Fire Rating Sub -ceiling Requirements: 1 hour in accordance with UL 1988 listed assembly No. G501. 1.6 QUALITY ASSURANCE A. Applicator: Company specializing in gypsum board systems work with three years' documented experience. 1.7 REGULATORY REQUIREMENTS A. Conform to applicable codes for fire rated assemblies r 1. Fire Rated Partitions: Listed assembly by UL. 2. Fire Rated Ceilings: Listed assembly by UL. 1.8 SUBMITTALS A. Provide product data on metal framing, gypsum board, joint tape decorative finish, and accessories. B. Submit two samples of predecorated gypsum board 12 x 12 inch in size, one illustrating a sand texture finish and one illustrating an orange peal texture. Selection will be made by the architect. r— C. Submit manufacturer's installation instructions under provisions of Section 01300. D. All material submitted is to be free of asbestos. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. United States Gypsum Co. - Gypsum Panels. ._ B. Dietrich - metal stud system. C. Other acceptable manufacturers offering equivalent products: 1. Gold Bond Products, Inc. 2. Redman Industries Inc. D. Substitutions: Under provisions of Section 01600. GYPSUM BOARD SYSTEMS 09260-2 2.2 FRAMING MATERIALS A. Interior Framing 1. Studs and Tracks: ANSI/ASTM C645; galvanized sheet steel, 3 5/8" by 25 gage thick, 'C' shape. 2. Furring, Framing and Accessories: ANSI/ASTM C645; 3 5/8" by 25 gage. B. Exterior Framing: 1. Studs and Tracks: ANSI/ASTM C645; galvanized sheet steel, 6" by 20 gage thick, 'C' shape. 2. Furring, Framing, and Accessories: ANSI/ASTM C645; 6" by 20 gage. C. Fasteners: ANSI/ASTM C1002 D. Adhesive: ANSI/ASTM C557 and as recommended by the manufacturer. 2.3 GYPSUM BOARD MATERIALS A. Standard Gypsum Board: ANSI/ASTM C36; 5/8 inch thick, maximum permissible length, ends square cut, tapered edges. B. Gypsum Board for Backup: ANSI/ASTM C36; 3/8 inch thick, ends square cut, tapered edges. C. Fire Rated Gypsum Board: ANSI/ASTM C36; fire resistive type, UL rated; 5/8 inch thick, maximum permissible length; ends square cut, tapered edges. D. Exterior Gypsum Sheathing: ANSI/ASTM C36; 518 inch minimum thickness, edges 'V' cut for resisting water infiltration, ends square cut, 24 inch width by maximum permissible length. E. Pre -finished Gypsum Board: ANST/ASTM C36; regular 1/2 or 5/8 inch thickness matching existing thickness; type 'X' 5/8 inch thickness at fire rated partitions. Fabric color and texture to be selected by architect. 2.4 ACCESSORIES A. Comer Beads: Metal equal to Dur -A -Bead #101 by United States Gypsum. B. Edge Trim: Metal equal to No. 200-A by United States Gypsum. C. Control Joints: Metal equal to No. 093 by United States Gypsum. D. Joint Materials: ANSI/ASTM C475; reinforcing tape, joint compound, adhesive, water, and fasteners. E. Grounds: Concealed 9 gage sheet metal or fire treated 2x wood. PART 3 EXECUTION 3.1 INSPECTION A. Verify that site conditions are ready to receive work and opening dimensions are as instructed by the manufacturer. GYPSUM BOARD SYSTEMS 09260-3 B. Beginning of installation means acceptance of substrate. 3.2 METAL STUD INSTALLATION C. Install studding in accordance with ANSI/ASTM C754. D. Metal Stud Spacing: 16 inches on center. E. Partition Heights: To minimum 6 inches above suspended ceilings. Install additional bracing for partitions extending above ceiling. F. Door Opening Framing: Install double studs at door frame jambs. Install stud tracks on each side of opening, at frame head height, and between studs and adjacent studs. G. Blocking: Nail wood blocking to studs. Install blocking for support of plumbing fixtures, toilet partitions, wall cabinets, toilet accessories, and hardware. H. Coordinate installation of bucks, anchors, blocking, electrical and mechanical work placed in or behind partition framing. 3.3 WALL FURRING INSTALLATION A. Erect free-standing metal stud framing tight to masonry and plaster walls, attached by adjustable furring brackets in accordance with manufacturer's instructions B. Erect furring studs vertically. Secure in place at maximum 16" on center. C. Space furring studs maximum 16' on center. D. Install thermal insulation batts between studs in accordance with manufacturer's instructions. 3.4 CEILING FRAMING INSTALLATION A. Install in accordance with GA 201 and GA 216. B. Coordinate location of hangers with other work. C. Install ceiling framing independent of walls, columns, and above -ceiling work. D. Reinforce openings in ceiling suspension system which interrupt main carrying channels or furring -- channels, with lateral channel bracing. Extend bracing minimum 24 inches past each end of openings. E. Laterally brace entire suspension system. 3.5 ACOUSTICAL ACCESSORIES INSTALLATION A. Place acoustical insulation in partitions tight within spaces, around cut openings, behind and around electrical and mechanical items with or behind partitions, and tight to items. passing through partitions. GYPSUM BOARD SYSTEMS 09260-4 3.6 3.7 3.8 B. Install acoustical sealant at gypsum board perimeter at: 1. Metal framing: two beads. 2. Face layer. 3. Caulk all penetrations of partitions by conduit, pipe, ductwork, rough -in boxes, and all other wall penetrations. GYPSUM BOARD INSTALLATION A. Install gypsum board in accordance with GA 201 and GA 216. B. Erect single layer of gypsum board in most economical direction, with ends and edges occurring over firm bearing. C. Erect single layer fire rated gypsum board vertically, with edges and ends occurring over firm bearing. D. Erect exterior gypsum sheathing horizontally, with edges butted tight and ends occurring over firm bearing. E. Use screws when fastening gypsum board to metal furring or framing. F. Treat cut edges and holes in gypsum sheathing with sealant, or tape. G. Place control joints consistent with lines of building spaces as directed. H. Place comer beads at external corners as indicated. Use longest practical length. Place edge trim where gypsum board abuts dissimilar materials. I. Install concealed grounds in wall framing where shown or required, if not shown, for mounting of surface hardware. Concealed grounds are not to be obvious when gypsum board system is finished. JOINT TREATMENT A. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. B. Feather coats onto adjoining surfaces so that camber is maximum 1/32 inch. C. Erect pre -decorated gypsum board vertically, with exposed batten fastening system. D. Erect in accordance with manufacturer's instructions. E. Install No. 093 control joints in the interior face of gypsum board partitions opposite all exterior expansion joints. Install control joints at other locations as directed. TOLERANCES A. Maximum Variation from True Flatness: 1/8 inch in 10 feet in any direction. END OF SECTION GYPSUM BOARD SYSTEMS 09260-5 71 SECTION 09511 SUSPENDED ACOUSTICAL CEILINGS PART1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 GENERAL NOTES i A. This contractor shall furnish all labor and materials necessary to complete all acoustical ceiling work as shown on the drawings or as specified herein. This contractor shall be responsible for the j furnishing and installation of all accessories required for the completion of the work. B. See reflected ceiling plan for locations of electrical and mechanical items related to the acoustical ceilings. Cooperate with electrical and mechanical contractors to insure a first class appearance in the completed work. r" 1.3 RELATED SECTION A. Section 01700 - Contract Closeout. 1.4 COOPERATION A. This contractor shall consult and cooperate with trades whose work precedes and follows ceiling installation to permit orderly procedure in executing work under this contract. Installation of tile shall not start until foundation work to receive the tile has been obtained to proceed. The contractor shall give the architect advance notices for such operations. B. The contractor shall inspect personally all surfaces to receive material and shall report to the ' architect any defects or conditions which would affect his installation. C. When crown molding is included in project, this contractor shall cooperate and coordinate with the carpentry contractor to see that a uniform border is maintained around the ceiling area. 1.5 WARRANTY A. This contractor shall furnish a written warranty that the work under this division shall be free from defects of materials and workmanship for a period of two years from the date of final acceptance of his work, and all other work damaged thereby, which becomes defective during the term of the warranty. B. The following shall be judged as -defective work: loosening, buckling, undue shrinkage, warping, cracking, settling, chipping, spotting, and loss of acoustical properties of material. 0 1996 Green Harvey Associates, Inc. Unauthorized duplication prohibited. i SUSPENDED ACOUSTICAL CEILINGS 09511-1 1.6 SUBMITTAL A. Submit to the architect for approval four sets of manufacturer's literature describing the ceiling boards and suspension system proposed for the project. B. All material submitted is to be free of asbestos. PART 2 PRODUCT 2.1 MATERIALS A. Ceiling board shall be 24 x 48 x 5/8 inches square edged, random fissured mineral fiber with an NRC of at least .50 to .60, STC of 35 to 39, Class A rating, and a white color coating. 1. USG Interiors, Inc. - OMNI 2. Amstrong World Industries, Inc. - MINABOARD B. Exposed suspension system shall be equal to DONN, Centricitee system at Type I ceiling and Meridian at Type II ceiling, both shall be white enameled steel. Main beams shall be generally spaced at 48 inches on center except where light fixture locations dictate a 24 inch spacing. Use 48 inch cross tees and 24 inch sub cross tees. Wall angle shall be white enameled steel. Provide an intermediate -duty classification. C.. Existing ceiling tiles that are to be replaced due to damage shall match the existing size, texture, color, and pattern as much as possible. The architect shall determine if new panels match the existing panels; those found not to match shall be replaced. PART 3 EXECUTION 3.1 EXPOSED SUSPENSION SYSTEM A. The contractor shall employ workmen who are experienced in the erection of the types of ceilings specified and shall maintain competent supervision of the work at all times. B. Erect runner level and true to the elevation shown on the drawings. Start channels a minimum of 1 foot from walls, and space 4 feet on center thereafter. Where splices occur in channels, use special splice bars as furnished with system specified. C. Lay out ceiling work symmetrically in the various rooms with no less than one-half tile at the walls. Cut tile accurately around electrical outlets. D. Upon completion of the work, all file shall be cleaned and left free form defects of any kind. With the approval of the architect, small abrasions, etc., may be touched up with paint. E. In general, lighting fixtures of fluorescent type shall be suspended directly on the runner bars. Where fixture centers between two runner bars, both shall be main runner bars. See reflected ceiling plans for fixture locations. F. The use of wall angles to support more than 1 foot of suspended acoustical board ceilings will not be permitted. SUSPENDED ACOUSTICAL CEILINGS 09511-2 r 7 3.4 HANGERS A. Hanger wires shall be #12 soft annealed wire. Hanger wires shall be plumb and taut in the completed work. Slanting of hanger wires will not be permitted unless an equal and opposite hanger wire is installed to offset the thrust of the original wire hanger. This may be done only with the expressed permission of the architect.. B. Where hanger wires occur directly under ductwork or other overhead obstructions, provide a trapeze of 1-1/2 inch channel iron. Install regular hanger wire at proper location along the length of trapeze. C. The use of bridging angles spanning between bar joists is expressly forbidden for attachment of hanger wires for supporting ceiling suspension systems. D. Hanger wires shall be attached to the bottom chords of bar joists or to special scissor clips attached to steel subpurlins supporting the roof deck. E. Where acoustical board ceilings occur below concrete structural members provide power driven studs with eyes into vertical face of concrete joists. 3.3 INSTALLATION OF TILES r� A. Contractor shall only install ceiling tiles in which a building system is anchored to or through the the in order to complete the installation of the building system. 1. Once Phase I is complete and systems are operational, the contractor shall schedule with the architect a pre -final building system walk through. 2. Do not install ceiling tiles that do not support a building system component, building systems are to be visible. B. Phase II: After pre -final walk through and all corrective work is completed, install balance of ceiling tiles. 1. Complete ceiling system is to be installed prior to final project walk through. 3.4 EXTRA TILE A. Upon completion of the work furnish to the owner one unopened carton of each type of acoustical board installed in the project. END OF SECTION SUSPENDED ACOUSTICAL CEILINGS 09511-3 SECTION 09650 RESILIENT FLOORING PART1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 SECTION INCLUDES A. Resilient sheet vinyl and vinyl composition title flooring. B. Resilient base. 1.3 RELATED SECTIONS A. Section 09688 - Carpet - Glue Down. 1.4 REFERENCES A. ASTM E84 - Surface Burning Characteristics of Building Materials. B. FS L -F-475 - Floor Covering, Vinyl Surface (Tile and Roll), with Backing. C. FS SS -T-312 - Tile, Floor: Asphalt, Rubber, Vinyl, Vinyl Composition. D. FS SS -W-40 - Wall Base: Rubber and Vinyl Plastic. 1.5 REGULATORY REQUIREMENTS A. Conform to applicable code for flame/fuel/smoke rating requirements in accordance with ASTM E84. 1.6 SUBMITTALS A. Provide product data on specified products, describing physical and performance characteristics, sizes, patterns and colors. B. Submit two samples 12 x 12 inches in size, illustrating color and pattern for each floor material specified. C. Submit manufacturers samples of base material for their standard colors. D. Submit manufacturer's installation instructions under provisions of Section 01300. E. All material submitted is to be asbestos free. C 1996 Green Bovey Associates. Inc. Unauthorized duplication prohibited. t' RESILIENT FLOORING 09650-1 1.7 OPERATION AND MAINTENANCE DATA A. Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning, stripping, and re -waxing. 1.8 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. 1.9 EXTRA MATERIALS A. Provide 10 percent of the base and floor tile materials of each color selected under provisions of _ Section 01700. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Tile Flooring: Armstrong World Industries; GAF "Tarkett" B. Base: Roppe Inc; Mercer Plastic Company, Inc. C. Reducer Strips: Mercer Plastic Company, Inc. r D. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS A. Tile Flooring 1. Vinyl Composition Tile: FS SS -T-312, Type IV, Composition 1; 12 x 12 inch size, 1/8 inch thick; design as selected by Architect from manufacturer's standard colors. Equal to Armstrong World Industries Standard Excelon. r B. Base 1. Base: FS SS -W-40, Type I rubber; 4 inch high; 1/8 inch thick; top set coved. Color selected by architect. Equal to Roppe. C. Base Accessories 1. Premolded external corners, of same material, size and color as base. .. D. Accessories 1. Subfloor Filler: White premix latex; type recommended by flooring material. 2. Primers and Adhesives: Waterproof, types recommended by flooring manufacturer. - 3. Reducer Strips and edge mouldings, equal to model #910 snap down moulding manufactured by Mercer Plastics Company, Inc. Color as selected by. architect. 4. Sealer and Wax: Types recommended by flooring manufacturer. r RESILIENT FLOORING 09650-2 PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces are smooth and flat with maximum variation of 1/8 inch in 10 feet 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. 3.2 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. 3.3 INSTALLATION - TILE MATERIAL A. Install in accordance with manufacturer's instructions. B. Mix vinyl tile from container to ensure shade variations are consistent. C. Spread only enough adhesive to permit installation of materials before initial set. D. Set flooring in place and press with heavy roller to attain full adhesion. E. Lay flooring with joints and seams parallel to building lines to produce minimum number of seams. F. Install tile with pattern grain alternating with adjacent unit to produce basket weave pattern. Allow minimum 1/2 full size tile width at room or area perimeter. G. Install sheet flooring to eliminate seams. H. Terminate flooring at centerline of door openings where adjacent floor finish is dissimilar. I. Install edge strips at unprotected or exposed edges, and where flooring terminates. J. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances to produce tight joints. RESILIENT FLOORING 09650-3 3.4 INSTALLATION - BASE MATERIAL A. Fit joints tight and vertical. Maintain minimum measurement of 18 inches between joints. B. Miter internal corners. At external comers. C. Install base on solid backing. Bond tight to wall and floor surfaces. D. Scribe and fit to door frames and other interruptions. 3.5 PROTECTION A. Prohibit traffic on floor finish for 48 hours after installation. 3.6 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. END OF SECTION RESILIENT FLOORING 09650-4 P L F� SECTION 09688 CARPET - GLUE DOWN PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 SECTION INCLUDES A. Carpeting glue down method. B. Accessories. 1.3 RELATED SECTIONS A. Section 09650 - Resilient Flooring: Floor substrate surface, terminate edging of adjacent floor finish and base finish. 1.4 REFERENCES A. ANSI/ASTM E648 - Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source. B. NFPA Class I, NFPA 258 (450 or less) C. ASTM E84 - Surface Burning Characteristics of Building Materials. D. FS DDD -C-1559 - Carpet, Loop, Low Pile Height, High Density, Woven or Tufted with Attached Cushioning. 1.5 SUBMITTALS A. Provide product data on specified products, describing physical and performance characteristics; sizes, patterns, colors available, method of installation, codes and standards compliance, and weight. B. Submit manufacturer's standard samples in size illustrating color and pattern for each carpet material specified. C. Submit manufacturer's installation instructions under provisions of Section 01300. 1.6 OPERATION AND MAINTENANCE DATA A. Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning and shampooing. 4119% cn= xaray AnocWes. ma. urn M=zea*Vr=t=pMaitaL CARPET -GLUE DOWN 09688-1 1.7 QUALITY ASSURANCE A. Manufacturer: Company specializing in woven carpet with three years minimum experience. B. Installer: Company with 5 years minimum documented experience. 1.8 REGULATORY REQUIREMENTS A. Conform to applicable codes for carpet flammability requirements in accordance with ASTM E84. B. Conform to ANSI/ASTM E648. C. Conform to NFPA-258, less than 450. 1.9 ENVIRONMENTAL REQUIREMENTS A. Store materials for three days prior to installation in area of installation to achieve temperature stability. B. Maintain minimum 70 degrees F (21 degrees C) ambient temperature three days prior to, during and 24 hours after installation of materials. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. J & J Industries B. Mohawk Carpet C. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS A. Textured Loop Carpet: Conforming to the following criteria: Pile Height .210 inches --- Stitches per Inch 9 Yam Weight 30.0 ozlsq yd Color and Design As selected by the Architect Warranty Wear -10 year limited Pitch 165 Soil Resistance Scotchgard Special Treatment Antimicrobial - Weave Woven Interlock B. Equal to Mohawk Carpet, Supertron C. New carpet is to match existing carpet specifications if different than stated in this section. 2.3 ACCESSORIES A. Sub -Floor Filler: White premix latex; type recommended by carpet manufacturer.. B. Primers and Adhesives: Waterproof; of types recommended by carpet manufacturer. CARPET -GLUE DOWN 09688-2 CARPET -GLUE DOWN r 09688-3 PART 3 EXECUTION 3.1 EXAMINATION A. Verify that substrate surfaces are smooth and flat with maximum variation of 1/8 inch in 10 feet (3 mm i in 3 m) 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. 3.2 PREPARATION A. Remove sub -floor ridges and bumps. Fill low spots, cracks, joints, holes, and other defects with sub - floor filler. B. Apply, trowel, and float filler to leave smooth, flat hard surface. t C. Prohibit traffic until filler is cured. D. Vacuum floor surface. 3.3 INSTALLATION A. Apply carpet and adhesive in accordance with manufacturer's instructions. B. Lay out rolls of carpet for approval. C. Verify carpet match before cutting to ensure minimal variation between dye lots. y D. Double cut carpet, to allow intended seam and pattern match. Make cuts straight, true, and unfrayed. Edge seam carpet at public entrance areas. E. Locate seams in area of least traffic. F. Fit seams straight, not crowded or peaked, free of gaps. G. Lay carpet on floors with run of pile in same direction as anticipated traffic. H. Do not change nm of pile in any room where carpet is continuous through a wall opening into another room. Locate change of color or pattern between rooms under door centerline. f: I. Cut and fit carpet around interruptions. J. Fit carpet tight to intersection with vertical surfaces without gaps. CARPET -GLUE DOWN r 09688-3 3.4 CLEANING A. Remove access adhesive from floor, base, and wall surfaces without damage. B. Clean and vacuum carpet surfaces. 3.5 PROTECTION A. Prohibit traffic from carpet areas for 24 hours after installation. END OF SECTION CARPET -GLUE DOWN 09688-4 SECTION 09900 PAINTING PART1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Conditions, Supplementary General Conditions apply to the work of this Section. 1.2 WORK INCLUDED A. Surface preparation. B. Surface finish schedule. 1.3 RELATED SECTIONS. A. Section 08100 - HoIlow Metal Frames. B. Section 09260 - Gypsum Board Systems. 1.4 REFERENCES A. ANSI/ASTM D16 - Definitions of Terms Relating to Paint, Varnish, Laquer, and Related Products. B. ASTM D2016 - Test Method for Moisture Content of Wood. 1.5 DEFINITIONS A. Conform to ANSI/ASTM D16 for interpretation of terms used in this section. 1.6 QUALITY ASSURANCE A. Product Manufacturer: Company specializing in manufacturing quality paint and finish products with five years experience. B. Applicator: Company specializing in commercial painting and finishing with three years documented experience. 1.7 SUBMITTALS A. Provide lead free product data on all finishing products. B. Submit samples under provisions of Section 01300. C. Submit two samples 6 x 6 inch in size illustrating range of colors and textures available for each surface finishing product scheduled, after color selection. D. Submit manufacturer's application instructions under provisions of Section 01300. PAINTING 09900-1 1.8 FIELD SAMPLES A. Provide one field sample panel, 12 inches long by 12 inches wide, illustrating special texture, and — finish. B. Accepted sample may not remain as part of the work. — 1.9 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. " B. Store and protect products under provisions of Section 01600. C. Deliver products to site in sealed and labelled containers; inspect to verify acceptance. D. Container labelling to include manufacturer's name, type of paint, brand name, brand code, coverage, surface preparation, drying time, cleanup, color designation, and instructions for mixing r and reducing. E. Store paint materials at minimum ambient temperature of 45° F and a maximum of 90° F, in well ventilated area, unless required otherwise by manufacturer's instructions. F. Take precautionary measures to prevent fire hazards and spontaneous combustion. ,.. 1.10 ENVIRONMENTAL REQUIREMENTS A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 55° F for 24 hours before, during, and 48 hours after application of finishes, unless required otherwise by manufacturer's instructions. B. Do not apply exterior coatings during rain or snow, or when relative humidity is above 50 percent, unless required otherwise by manufacturer's instructions. C. Minimum Application Temperatures for Latex Paints: 55* F for interiors; 65* F for exterior; unless required otherwise by manufacturer's instructions. D. Minimum Application Temperature for Varnish Finishes: 65° F for interior or exterior, unless required otherwise by manufacturer's instructions. E. Provide lighting level of 50 footcandles measured mid -height at substrate surface. -- 1.11 EXTRA STOCK A. Provide two gallon containers of each color and surface texture to owner. B. Label each container with color, texture, and room locations in addition to the manufacturer's label. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS - PAINT _ A: Glidden Coatings and Resins Division of SCM Corporation. PAINTING 09900-2 A. Refer to schedule at end of section for surface finish schedule. PART 3 EXECUTION 3.1 INSPECTION A. Verify that surfaces are ready to receive work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. C. Measure moisture content of surfaces using an electronic moisture meter. Report any condition that may potentially affect proper application. 1. Plaster and Gypsum Wallboard: 12 percent. 2. Interior Located Wood: 15 percent, measured in accordance with ASTM D2016. D. Beginning of installation means acceptance of existing surfaces. 3.2 PREPARATION A. Remove electrical plates, hardware, light fixture trim, and fittings prior to preparing surfaces or finishing. B. Correct minor defects and clean surfaces which affect work of this section. C. Shellac and seal marks which may bleed through surface finishes. D. Impervious Surfaces: Remove mildew by scrubbing with solution of tri -sodium phosphate and bleach. Rinse with clean water and allow surface to dry. E. Gypsum Board Surfaces: Latex fill minor defects. Spot prime defects after repair. PAINTING B. PPG Industries, Inc. Coatings and Resins Division. C. Kelly -Moore Paint Co., Inc. D. Monarch Paint Company. E. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS Process A. Coatings: Ready mixed, except field catalysed coatings. pigments to a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating. B. Coatings: Good flow and brushing properties; capable of drying or curing free of streaks or sags. POW C. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners, and other materials not °^ specifically indicated but required to achieve the finishes specified, of commercial quality. 2.3 FINISHES A. Refer to schedule at end of section for surface finish schedule. PART 3 EXECUTION 3.1 INSPECTION A. Verify that surfaces are ready to receive work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. C. Measure moisture content of surfaces using an electronic moisture meter. Report any condition that may potentially affect proper application. 1. Plaster and Gypsum Wallboard: 12 percent. 2. Interior Located Wood: 15 percent, measured in accordance with ASTM D2016. D. Beginning of installation means acceptance of existing surfaces. 3.2 PREPARATION A. Remove electrical plates, hardware, light fixture trim, and fittings prior to preparing surfaces or finishing. B. Correct minor defects and clean surfaces which affect work of this section. C. Shellac and seal marks which may bleed through surface finishes. D. Impervious Surfaces: Remove mildew by scrubbing with solution of tri -sodium phosphate and bleach. Rinse with clean water and allow surface to dry. E. Gypsum Board Surfaces: Latex fill minor defects. Spot prime defects after repair. PAINTING F. Galvanized Surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer. G. Uncoated Steel and Iron Surfaces: Remove grease, scale, dirt and rust. Where heavy coatings of scale are evident, remove by 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. H. Shop Primed 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. I. Interior Wood Items Scheduled to Receive 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. 3.3 PROTECTION A. Protect elements surrounding the work of this section from damage or disfiguration. B. Repair damage to other surfaces caused by work of this section. C. Furnish drop cloths, shields and protective methods to prevent spray or droppings from disfiguring other surfaces. D. Remove empty paint containers from site. 3.4 APPLICATION 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 of paint slightly darker than proceeding coat unless otherwise approved. E. Sand lightly between coats to achieve required finish. F. Allow applied coat to dry before next coat is applied. G. Where clear finishes are required, tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface. H. Prime back surfaces of interior and exterior woodwork with primer paint. I. Prime back surfaces of interior woodwork scheduled to receive stain or varnish finish with gloss varnish reduced 25 percent with mineral spirits. J. Apply new paint as specified on new and renovated existing surfaces. The entire renovated surface .— shall be painted, not just the repaired portion. Renovated surfaces shall be painted from floor to ceiling, comer to corner, or break in surface plane. PAINTING 09900-4 i 7 K. Repainting the entire surface (new, renovated, or existing): shall be required if the surface is damaged by construction activities. The architect will make the final determination. 3.5 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT A. Refer to Section 15 and Section 16 for schedule of color coding and identification banding of equipment, ductwork, piping and conduit. B. Paint shop primed equipment. C. Prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and supports, except where items are prefinished. D. Replace identification markings on mechanical or electrical equipment when painted accidently. E. Paint interior surfaces of air ducts, that are visible through grilles and louvers with one coat of flat black paint, to limit of sight line. Paint dampers exposed behind louvers, and grilles, to match face panels. F. Paint exposed conduit and electrical equipment occurring in finished areas. G. Paint both sides and edges of plywood backboards for electrical and telephone equipment before installing equipment. H. Color code equipment, piping, conduit, and exposed ductwork in accordance with requirements indicated. Color band and identify as required. I. Replace electrical plates, hardware, light fixture trim, and fittings removed prior to finishing. 3.6 CLEANING A. As work proceeds, promptly remove paint where spilled, splashed, or spattered. B. During progress of work, maintain premises free of unnecessary accumulation of tools, equipment, surplus materials, and debris. C. Collect cotton waste, cloths, and material which may constitute a fire hazard, place in closed metal containers, and remove daily from site. 3.7 SCHEDULE- SHOP PRIMED ITEMS FOR SITE FINISHING A. Metal Fabrications: Miscellaneous metal components exposed to weather or view. 3.8 SCHEDULE - OF PAINTING A. The kinds and brands of paint and number of coats required on the various surfaces shall be those listed below. The types of paint are identified with Pittsburg Paint numbers. PAINTING 09900-5 B. Exterior and Interior Metal: 1. First Coat: PPG 6-6 Speedhide enamel undercoat 2. Second Coat: PPG 6-252 Series Speedhide gloss enamel 3. Third Coat: PPG 6-252 Series Speedhide gloss enamel C. Interior Wood: For paint finish _ 1. First Coat: PPG 6-6 Speedhide enamel undercoat 2. Second Coat: PPG 6-90 Series low sheen enamel 3. Third Coat: PPG 6-90 Series low sheen enamel D. Interior Wood: For transparent finish i. First Coat: Rez 77 line semi -transparent stain 2. Second Coat: PPG Speedhide 6-10 sanding sealer 3. Third Coat: PPG Lo -sheen varnish or flat lacquer 4. Fourth Coat: PPG Lo -sheen varnish or flat lacquer E. Gypsum Board Walls and Ceilings 1. First Coat: PPG 6-2 Speedhide drywall sealer 2. Second Coat: PPG 6-510 Speedhide acrylic latex semi -gloss enamel 3. Third Coat: PPG 6-510 Speedhide acrylic latex semi -gloss enamel F. Galvanized Metal 1. First Coat: PPG 6-209 galvanized steel primer 2. Second Coat: PPG 6-252 Series Speedhide gloss enamel 3. Third Coat: PPG 6-252 Speedhide gloss enamel END OF SECTION PAINTING 09900-6 i 7 SECTION 15010 GENERAL PART1 GENERAL 1.1 DESCRIPTION A The work covered by this section of the specifications includes the fiunisi ing of all materials and labor as required for the installation of a plumbing, ventilation, heating and air conditioning systems, all as shown on the drawings, as herein specified, or both 1.2 RELATED DOCUMENTS A Refer to other applicable clauses and regulations of the General Conditions, Supplementary Conditions, and General Requirements for work required under this section. 1.3 SUBMITTAL A All submittal required by this section shall be submitted in accordance with Section 01300. B. This Contractor shall submit six (6) copies of all submittal data covering proposed equipment to the Architect for approval prior to installation. All equipment shall be submitted at one time in a bound folder with an index of submittal. 1.4 REGULATIONS A All work shall be done in strict accordance and compliance with State and Local Laws, together with regulations of the particular Utility Companies concerned. B. Obtain permits as required by the local authorities. 1.5 DRAWINGS A The drawings and the specifications are numbered consecutively: Each'Contractor shall check these drawings and specifications thoroughly and shall notify the Architect of any discrepancies or omissions of sheets or pages. Upon notification, the Architect will promptly provide the Contractor with any missing portions of the drawings and/or specifications. No discrepancies or omissions of sheets or pages of the Contract Documents will relieve the Contractor of his duty to provide all work required by the complete Contract B. The plans accompanying these specifications are intended to show the general arrangement and the extent of the work contemplated. The exact location and arrangement of all parts shall be determined after equipment has been approved by the Architect and as directed by the Architect All materials or labor necessary to complete the work in accordance with the intent of these specifications shall be furnished -by each Contractor without additional charge as if called for in these specifications or shown on the plans. k . C. Should the particular equipment which any bidder proposes to install require other space conditions, supports or clearances other than those indicated on the drawings, he shall arrange for such items with the Architect before submitting his bid. Should changes become necessary P t GENERAL 15010-1 because of failure to comply with this clause. the Contractor shall make such necessary changes at his (the Contractor's) own expense. D. This Contractor shall thoroughly lay out all his work and check all conditions to insure that the work as shown on the Drawings can be installed without modifications. No material shall be fabricated or delivered to the job until these conditions have been determined. E. The Owner or Owner's Representative reserves the right to make changes during construction, if required, and no allowances will be made for prefabricated material or on job materials which can not be used due to actual conditions. 1.6 APPROVAL OF MATERIALS r A. Where manufacturer's names are mentioned in these specifications, it has been done, in most cases, in order to establish a standard. Where the phrase "or equal", or its equivalent is used in connection with a particular item of material or equipment, the products of others than the particular -manufacturers mentioned will be acceptable, if of suitable type and construction, but any substitution must be of quality as good as, or better than, the named article. Where the phrase "or equal" or its equivalent, is not used in connection with a particular item of material or equipment only the products of the manufacturers mentioned will be acceptable. B. If the Contractor elects to substitute other equipment or materials for that specified by name, he shall be fully responsible for all coordination with other trades involved. Any expense incurred because of modifications to accommodate larger sizes, larger electrical service, fuel piping requirements resulting from such substitution shall be borne by the Contractor substituting other equipment. C. Upon being awarded the Contract for the work under one of the following sections, the Contractor shall, within thirty (30) days, submit for approval a complete list of the materials which he proposes to use. The Iist shall give the manufacturer's names and designations corresponding to every item and where submitted materials are different from that specified by name, the submission shall be accompanied by a complete descriptive literature and/or any supplementary data and drawings, necessary to give full and complete details for the completed installation. -' D. Any item on this list which is rejected because of unsuitability or interior quality, must be replaced by an acceptable item within two (2) weeks following notification of the Contractor of such rejection. If no satisfactory material is submitted within two (2) weeks, then the Architect reserves the right to notify the Contractor as to the type and make of materials he will be required to furnish. Six (6) copies of the material and the equipment list shall be furnished by the Contractor in neat and firmly bound brochures for approval. 1.7 PRECEDENCE A. The work covered in this section shall have precedence over each other in accordance with the ~ following sequence: 1. Soil and waste piping - 2. Duct work 3. Cold and hot water piping 4. Electric wiring GENERAL 15010-2 i ' 1.8 EXAMINATION OF SITE A. Bidders upon the work under these headings shall visit the site to satisfy themselves as to the nature and scope of the work to be done before submitting bids. B. Submission of a bid will be taken as evidence that examination of the site has been made and that all such conditions that will effect the work have been taken into consideration. C. Information given or not given on the plans shall not relieve the Contractor of this responsibility. 1.9 PROTECTION OF WORK AND MATERIALS A The Contractor shall protect the work and all materials (whether incorporated in the building or not) and shall cover openings to protect the building from the weather. B. The Contractor shall provide protection of all work in progress and shall be responsible for all damage done to the Owner's property or to any adjacent properties during the construction. 1.10 COOPERATION A Each contractor shall cooperate with the General Contractor and all other contractors to properly coordinate their work, to avoid interference and delays, and arrange all parts of the work so as to harmonize in service and appearance with all other parts. ilfiinrV1114",JW*W r A The plans are generally diagrammatic and the Contractor must harmonize the work of the different trades so that interference betweenPIP g, in 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, etc., 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 Architect 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. 1.12 CUTTING AND PATCHING A Each Contractor shall do all necessary cutting and patching of walls, floors, partitions, ceiling, pavements, etc., as required for the proper installation of his work under these contracts in a neat and workmanlike manner and as approved by the Architect. No structural member shall be cut by the Contractor without first obtaining written permission from the Architect. B. All drilling and patching for expansion bolts, hangers and other supports shall be done by the Contractor subject to the approval of the Architect. C. Labor and materials required to replace or rebuild parts curt or injured shall be furnished at this Contractor's expense, subject to Architect's satisfaction and approval. GENERAL 15010.3 D. Each Contractor shall be responsible for damages to other Contractor's installations and equipment. 1.13 CONTINUATION OF OPERATIONS A. The Contractor shall realize that the existing building houses a going institution and must remain in operation throughout the construction period. B. Any interruption in utilities shall be coordinated with the Architect a minimum of seven (7) calendar days in advance and, if required, shall occur outside the normal operating hours of the building. C. Special care shall be taken while performing work in the existing portion of the building to assure neat appearances in those areas being used at all times during the business hours. All excess materials, tools, equipment and debris shall be removed and the area left clean at the end of each day. 1.14 DEMOLITION A. Each contractor shall remove those items shown on the plans to be removed for each respective trade. B. All items to be removed or discarded are property of the Owner and shall be stacked as directed by the Architect or Owner unless notified by the Architect to become property of the Contractor in which case all items shall be removed from the site. C. Contractor shall take rare not to damage more of the existing facilities than is absolutely necessary. All concrete to be removed shall be cored or sawed to widths to allow the installation of pipes or conduit indicated and replaced by Contractor who occasions the work - PART 2 PRODUCTS r 2.1 MATERIALS AND WORKMANSHIP A. Materials shall be new unless otherwise specified and of the quality specified. Materials shall be free from any defects. Materials and equipment for which the Underwriters' Laboratories have established as standard, shall be listed by the Underwriters' Laboratories, Inc., and shall bear their label. B. Each Contractor shall be responsible for transportation of his materials to the job and shall be responsible for the storage and protection of same. This will be provided until final acceptance of the job. C. Each Contractor shall provide protection against weather, so as to maintain all materials and equipment free from injury and damage. All new work likely to be damaged shall be covered during the day and at the end of each day. D. Each Contractor will furnish all necessary scaffolding, tackle, tools, appurtenances and all labor required for the safe and expeditious execution of this contract E. The workmanship shall be in all respects, the highest grade and all construction in accordance with the best practice of the trade. GENERAL 15010-4 r PART 3 EXECUTION 3.1 HANGERS AND SUPPORTS A. The Contractor for the work covered by each section of these specifications shall furnish and install all foundations and supports required by equipment included in his work B. All piping, both vertical and horizontal, shall be supported at sufficient close intervals to keep its alignment, prevent sagging and to prevent pipe from being supported by equipment or equipment connections. C. Vertical pipes shall be supported from floor with riser clamps sized to fit the lines and adequately support their weight. Vertical copper tubing, 1-1/4" and smaller shall be supported at 3' intervals and at the base of pipe risers, where required for proper support. Hangers shall be manufactured by Kindorff, Unistzut, Elcen or equal. Where multiple pipes are indicated, they may be supported on a continuous hanger. All hangers must meet the Architect's approval. Use of perforated straps will not be permitted. D. All horizontal pipes suspended with structure above shall be supported by hanger rods of the following size: 1. Pipes up to and including 2" 3/8" rods 2. 2-1/2" and 3" pipe 1/2" rods 3. 4" and 5" pipe 5/8" rods 4. 6" pipe 3/4" rods E. Where pipes are supported from overhead concrete construction, the hanger rods shall be provided as detailed on the plans. F. If pipes of different Contractors can be racked on the same supporting structure, each Contractor shall cooperate with the other involved to properly locate the supporting members and shall furnish a proportionate share of the labor and materials involved in the installation. 3.2 FIRE PARTITIONS A. Any penetrations through a fire wall or floor shall have the ancillar space sealed with a fire retardant material such as Link -Seal or equal. Any material used shall not contain asbestos. 3.3 EXPANSION AND CONTRACTION OF PIPES A. Swing joints, toms, expansion Ioops, or long offsets, shall be provided wherever shown on the drawings, and where necessary to allow for the expansion of piping within the building. Broken pipes or fittings due to rigid connection shall be removed and replaced at the Contractor's expense. Anchors shall be installed where shown or required to control expansion of piping system. Anchors shall be of the clamp type securely fastened to the building structure. 3.4 UNIONS A Unions shall not be placed in any pipe in a location which will be inaccessible aper completion of the building unless shown on drawings or speed. Unions shall be installed on both sides of all valves, regulators, check valves, traps, etc., so that such equipment may be readily GENERAL 15010-5 disconnected. Where copper pipe joins iron or steel pipe, an insulation union using a "Bakelite" insulator shall be used. 3.5 ESCUTCHEONS A Where exposed to view, pipes insulated or bare, passing through floors, walls, or ceilings, shall be filled with near, heavy spun or stamped steel escutcheons, firmly secured to the pipes. Escutcheons shall be of sufficient outside diameter to surround both the pipe and the sleeves. The sleeve shall have a nickel plated finish, fabricated in one piece and shall be firmly anchored in space. "Snap -on" type escutcheons will not be permitted. 3.6 PAINTING A. No painting will be required under this section. 3.7 TESTING A This contractor shall test all plumbing lines and equipment as described under "Testing" section of these specifications. 3.8 PIPE SLEEVES A. Each contractor shall provide sleeves for service lines passing through walls, roof or floors, subject to Architect'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 be 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 be 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 of pipe passing through same, and a minimum of 1" larger than pipe plus insulation. Insulation shall pass through 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 r - a waterproof joint. D. All sleeves shall be installed flush with fmished 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 be similar to Johns -Manville Aeratube. E. Where any pipe passes through fire walls, smoke walls, and concrete slabs between floors, the Contractor shall furnish and install fire seals, U.L. listed, type LS, 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. 3.9 INSULATING COUPLINGS A. This Contractor shall furnish and install insulating couplings wherever piping material changes GENERAL 15010-6 l from galvanized steel pipe to coPPer, or from black steel to coPPer, and where shown on the drawings. 3.10 INSULATION A. Furnish and install pipe, duct, and equipment insulation as specified under "Insulation" section of these specifications. 3.11 LABELS A. This Contractor shall label all valves with permanent metal name tags, 1-1/2" diameter by 3/16" 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 with correlating number and function given to the Owner. Each tag shall be applied to the handle of each valve with a hog ring and wrench. f.t B. Heating and air conditioning units shall have a permanent metal tag or laminated plastic (min. t thickness .093 inch) attached by riveting to identify as shown on the drawings. Letters on tag shall be 1/4" to 3/8" in height. 19 3.12 FLOOR AND CEILING PLATES A. All exposed pipes passing through floors, ceiling, or walls shall be provided with approved nickel or chromium plated cast brass ceiling plates securely attached with set screws. 3.13 EQUAL MATERIAL CONSIDERATION A Approval of equipment other than that speed does not relieve the Contractor from the responsibility of modifying the equipment if necessary to meet Structural, Architectural, Electrical, or Mechanical conditions as detailed and speed on the drawings. 3.14 INSTRUCTION MANUALS A. Furnish two (2) 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. 3.15 TESTS AND ADJUSTMENTS A. After completion of the work but before final payment is made, the Contractor shall run test over a sufficient period of time to prove the proper capacity and performance of apparatus, etc., and of system as a whole to the approval of the Architect and Engineer. Systems shall be tested for both heating and cooling operation where applicable. See Testing section of the Specifications. 3.16 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 GENERAL 15010-7 SECTION 15020 TESTING PART 1 GENERAL 1.1 DESCRIPTION A. Provide specified testing and testing as required by governing authorities. 1.2 RELATED DOCUMENTS A. Refer to other applicable, clauses and regulations for other requirements. PART 2 PRODUCTS A f t , 2.1 SUBMITTAL A. All submittal required by this section shall be submitted in accordance with Section 01300. B. Submit a certificate signed by the job superintendent certifying that all tests have been satisfactorily completed PART 3 EXECUTION 3.1 MECHANICAL SYSTEMS F A. All testing required under the contract of the plumbing contractor or heating and ventilating and air conditioning contractor shall be approved by the Engineer before acceptance. Provide the necessary valves for cutting off existing work not to be tested. Pon B. The contactor shall perform the various tests as specified and as required by State and Local Authorities. The Contractor shall furnish all fuel and materials necessary for making tests. C. Any leaks or defective material found shall be repaired and replaced, anis tests shall be repeated r until no further leaks or defects are indicated. D. All Domestic Hot and Cold Water System: Upon completion of any part of the roughing -in and setting of fixtures, the entire hot and cold water piping system shall be tested at a hydrostatic pressure of not less than 100 lbs. per square inch gauge, stand proof tight at this pressure for not less than eight (8) hours. Each particular part of the hot and cold water system shall be tested as above speed E. Air Balancing: All supply and return air registers shall be balanced by the Contractor to supply CFM shown, and results of all tests, together with type of equipment used, shall be submitted to the Architect's office at completion of the job, and if the Architect deems it necessary, this Contractor shall perform such tests as may be necessary to illustrate to the satisfaction of the Architect that equipment installed performs properly. All balancing of air shall be done by the Contractor in the presence of the Architect's Field Representative. If Contractor does balance air systems, but work is not done in the presence of the Architect's field representative, all work shall be redone in the presence of the Architect's field representative. All equipment used by the TESTING 15020-1 r Contractor shall have been calibrated within the last six months and a certificate showing such shall be provided to the Owner. F. Heating Water Balance: All piping systems shall be balanced to provide the GPMs scheduled on the drawings. Contractor shall provide all balancing valves, flow restrictors, etc., as required to provide the flow required. G. Existing Systems: Those existing systems which are effected by the installation of the new systems shall be adjusted to the maximum extent possible to handle the additional requirements of the new systems. END OF SECTION TESTING 15020-2 FSECTION 15060 PIPING PART1 GENERAL 1.1 DESCRIPTION A. This contract shall include the f irnishing and installation of all labor and material necessary to complete all plumbing and gas fitting as shown on the drawings and as herein speed. 1.2 RELATED DOCUMENTS A. Refer to other applicable clauses and regulations for other requirements. 1.3 SUBMITTAL A. All submittal required by this section shall be submitted in accordance with Section 01300. B. Submit manufacturer's data for approval on all materials to be furnished as part of this project. PART 2 PRODUCTS 2.1 PIPING GENERALLY A. Type of piping for the various systems shall be as specified under specific headings. B. Pipe ends shall be square cut. Ends of pipes shall be reamed and shall be wiped clean to remove cuttings. Before installation, pipe shall be stood on end and rapped sharply to remove cuttings and other foreign material from interior. Pipe shall be thoroughly cleaned inside and outside. C. Screwed joints shall be made with best linseed oil and graphite or "Jointite" used on male threads only. Omit compound on two (2) end starting threads. D. Pipe shall be accurately cut to fit. Bending or springing of pipe will not be permitted. E. The various service pipes, valves, fittings, etc., running parallel with each other and near together shall be in line with each other and shall be kept a sufficient distance from each other and other r• work, to permit not less than 112" between finished coverings on the different services. F. No unions are to be placed in any pipe in a location which will be inaccessible after completion of the building unless so shown on drawings or specified. Unions must be installed on each side of all special valves, regulators, etc., and one (1) side of all check valves, thermostatic traps, and at all pieces of equipment such as pumps, condensers, tanks, etc., so that such equipment may be readily disconnected G. Each Contractor shall furnish all foundations, structural or pipe supports indicated or called for specifically, or that may be required to support his particular equipment and. material, unless hangers are definitely indicated as being furnished by others. All horizontal runs of piping shall be securely supported by pipe hangers spaced not more than 10' apart, and closer when necessary to prevent sagging. Soil pipe shall be supported every 5'. FPIPING 15060-1 r H. Perforated strap hangers will not be allowed for any part of hangers. I. Swing joints, offsets, and anchors shall be provided in piping where required to provide for and control expansion or contraction of pipe. J. All piping, except waste piping, shall be installed above finished first floor slab, unless otherwise noted on the drawings. 2.2 EQUAL MATERIALS CONSIDERATION A. Approval of equipment other than that specified does not relieve the Contractor from the responsibility of modifying the equipment if necessary to meet Structural, Architectural, Electrical, or Mechanical conditions as detailed and specified on the drawings. 2.3 MATERIALS A Locations for various kinds of pipe materials shall be in accordance with the schedule following: 1. Type L hard drawn copper with brass solder fittings: a. Aboveground domestic water piping within the building 4" and smaller in size. b. Drainage pipe where shown on the drawings. 2. Standard weight cast iron pipe with no hub joints. a. All waste and vent piping. PART 3 EXECUTION 3.1 COPPER WATER PIPING A. Pipe and tubing shall be cut accurately to measurements established at the building by the Contractor and shall be worked into place without springing or forcing. Care shall be taken not ^ to weaken the structural portions of the building. Piping aboveground shall be run parallel with the lines of the building unless otherwise shown or noted on the drawings. Branches from service lines may be taken off top of main, bottom of main, or side of main, using such crossover fittings as may be required by structural or installation conditions. Service pipes, valves, and fittings shall be kept a sufficient distance from other work and not less than 1/2" between finished covering on the different services. No water piping shall be buried in floors unless specifically indicated on the drawings or approved. Changes in sizes shall be made with reducing fittings. The use of long screws and bushing will not be permitted. Where contractor connects copper to galvanized steel piping or hot water heaters, furnish and install insulating couplings. B. Drains indicated on the drawings in connection with the water distribution system shall be 1/2" brass plugs. Additional drains shall be installed at low points on the hot-water and cold -water piping, and all piping shall grade down to the drains. C. Allowance shall be made throughout for expansion and contraction or tubing. Horizontal runs of tubing over 50' in length shall be anchored to the wall or to the supporting construction about midway on the run to force expansion, evenly divided, toward the ends. D. Tubing shall be cut square, and burn shall be removed. Both inside of fittings and outside of tubing shall be well cleaned with steel wool before sweating. Care shall be taken to prevent �— annealing of fittings and tubing when making connections. All joints shall be made with fittings. Joints for aboveground soldered fittings shall be made with a non -corrosive paste flux and solid PIPING 15060-2 p string silver solder, and all underground joints shall be made with silfos only. Cored solder will not be permitted. Threaded swing joints shall be provided on all branch connections to mains and risers to provide for expansion and contraction of tubing. 95-5 solder shall be used to make joints extending to fixture only. 3.3 DOMESTIC HOT AND COLD WATER VALVES AND FITTINGS A Valves and fittings for all domestic cold water and hot water services shall be as follows: 1. Gate valves 3" and smaller shall be Crane No. 428, or equal. Gate valves larger than 3" shall be butterfly valves instead. 2. Ball globe valves 3" and smaller shall be Crane No. 600 NOG, or equal. 3. Swing check valves 3" and smaller shall be Crane No. 137, or equal. 3.3 PIPE HANGERS AND FDCTURE SUPPORTS A Pipe hangers and fixture supports shall be furnished and set, and the Contractor shall be responsible for their proper and permanent locations. B. Horizontal rums of copper tubing shall be supported by approved steel plastic coated hangers spaced not more than 8' o.c. Horizontal runs of drainage and vent pipes shall be supported by adjustable expansion pipe hangers having bolted hinged loops and turnbuckles, or an approved equal. Hangers on drainage and vent pipe shall be spaced not more than 10' o.c. Hanger and collars shall be of size proportionate to the weight of the pipe supported. C. Fixtures and equipment shall be supported and fastened in a satisfactory manner. Where secured to concrete or brickwork walls, they shall be fastened with brass expansion bolts. Expansion bolts shall be 1/4" brass bolts with 20 threads to the inch and of sufficient length to extend at least 3" into solid concrete or brickwork, fitted with loose tubing or sleeves or proper length to bring expansion sleeves in the solid concrete or brick wall. Where secured to tile walls or partitions, they shall be fastened with 1/4" brass toggle or through bolts. Where through bolts are used, they shall be provided with plates or washers at back, set so that heads, nuts, and washers will be concealed by plaster. Bolts and nuts shall be hexagon, and exposed bolts, nuts, and screw heads shall be provided with chromium plated brass washers. D. Copper pipe hangers shall be similar to Grinnell No. 260 with plastic coating for non -insulated water piping and Grinnell No. 300 for insulated water piping. Drainage and vent pipe hangers shall be similar to Grinnell No. 590. E. All hot water supply and return piping shall be supported by approved steel hangers, spaced not more than 8' on centers, equipped with roller pipe supports equal to Fee and Mason, Figure No. 272. 3.4 VALVE DESIGNATIONS A Ali valves shall be provided with stamped brass disc with use of valve clearly marked with index number designating valve and =. Provide neat typewritten index directory with each O & M manual. Index: Numbered consecutively through Plumbing, Heating and Air Conditioning, in that order, with each valve on project provided with separate number. END OF SECTION PIPING 15060-3 i SECTION 15250 INSULATION PART 1 GENERAL 1.1 DESCRIPTION A. This contract includes furnishing and installing all insulation speed herein. 1.2 RELATED DOCUMENTS A. Refer to other applicable clauses and regulations for other requirements. 1.3 SUBMITTAL A. All submittal required by this section shall be submitted in accordance with Section 01300. B. Submit manufacturer's data for approval on all materials to be furnished as part of this project. PART 2 PRODUCTS 2.1 PIPE AND DUCT INSULATION A. All insulation required under the Plumbing contract and Heating and Air Conditioning Contract shall be equal to and as manufactured by the Certain Teed Saint Gobain Manufacturing Co., or Johns -Manville, and shall be applied in accordance with the manufacturer's directions and recommendations. No product utilized shall contain asbestos. B. Insulation: 1. Cold Water Line Piping Within Building Lines: Shall be insulated with 1" thick Certain -Teed Snap -on Glass Fiber pipe insulation, pr approved equal, with a factory applied vapor barrier jacket. 2. Domestic Hot Water Supply and Return: Shall be insulated with 1" thick Certain Teed Snap-On Glass Fiber pipe insulation, or approved equal, with a factory applied canvas jacket. Canvas jacket may be omitted underground. 3. Overhead Heating and Air Conditioning Sheet Metal Supply Ducts: Shall be insulated with Certain -Teed 1" thick Ultralite, or approved equal, with aluminum foil Kraft vapor barrier and shall be secured to ductwork with an approved adhesive and be sealed and stapled in place. 4. Duct Liner. Contractor shall line all return air and exhaust ducts with internal insulation. Duct liner shall be Certain Teed 1" thick Ultralite Duct Liner, or approved equal, 3/41b. per cu. ft. density with vinyl spray -one side. All transverse joints shall be protected against air erosion by properly sealing all edges and by means of continuous sheet metal clips overlapping the leading edges of the lining. All duct dimensions shall be increased a total of 2" to allow for insulation. All linings shall meet the erosion test method as described in Underwriters Laboratories, Inc. Publication No. 191. 5. Hot Water Piping and Fittings - Supply and Return: Shall be insulated with 1-1/2" thick Certain Teed Snap-On Glass Fiber Pipe Insulation, or approved equal, with factory applied aluminum foil one (1) side vapor barrier jacket. INSULATION 15250-1 C. Where insulation is shown to be applied inside of ducts, exterior insulation will not be required. D. Where insulation occurs inside of ducts,allowance will made in sheet metal ductwork to accommodate a total thickness of two inches. 2.2 EQUAL MATERIALS CONSIDERATION A. Approval of equipment other than that speed does not relieve the Contractor from the responsibility of modifying the equipment if necessary to meet Structural, Architectural, Electrical,or Mechanical conditions as detailed and specified on the drawings, 2.3 SMOKE AND FLAME SPREAD A. All duct and pipe insulation shall have a flame spread no greater than 25 and a smoke developed rating no greater than 50. B. Canvas jacket shall have a flame spread rating not in excess of 25. PART 3 EXECUTION 3.1 INSULATION A. All insulation shall be applied to clean dry surfaces and in accordance with the manufacturer's recommendations. END OF SECTION INSULATION 15250-2 SECTION 15400 PLUMBING PART l GENERAL 1.1 DESCRIPTION A. This contract will include the furnishings and installation' of all labor and material necessary to complete all plumbing and gas fittings as shown on the drawings and as herein speed as follows: 1. Water supply and service. 2. System of sanitary drainage, venting and connection to all fixtures as shown on the drawings. 3. Furnishing and installation of all fixtures as shown on the drawings and as herein specified. 1.2 RELATED DOCUMENTS A. Refer to other applicable clauses and regulations for other requirements. 1.3 SUBMITTAL A. All submittals required by this section shall be submitted in accordance with Section 01300. B. Submit manufacturer's data for approval on all materials to be furnished as part of this project. PART 2 PRODUCTS 2.1 EQUAL MATERIAL CONSIDERATION A. Approval of equipment other than that specified does not relieve the Contractor from the responsibility of modifying the equipment if necessary to meet Structural, Architectural, Electrical, or Mechanical conditions as detailed and specified on the drawings. 2.2 CLEANOUTS A. Cleanouts shall be the same size as the pipe, except that cleanout plugs larger than 4" will not be required. Cleanouts and access covers at finished walls and exterior walls shall be Wade Co. 8570-R N.B. cover and at finished floors shall be Wade Co. 8550-5 with Wade No 8300-S #2, N.B. cover, or the approved equal. Omit access covers for cleanouts in other locations. All wall covers shall be cadmium plated, and all floor cleanouts shall be polished nickel bronze flush with finish floor. Cleanouts exterior to the building shall be Wade Co. 7100-X with 9" x 9" access cover set flush with finish grade in 16" x 16" concrete pad, or as detailed on the drawings. PART 3 EXECUTION 3.1 INSTALLATION A. Cross Connections and Interconnections: No plumbing fixtures, device orpiping shall be installed PLUMBING 15400-1 which will provide a cross connection or interconnection between a distributing supply for drinking or domestic purposes and a polluted supply such as a drainage system of a soil or waste into the water supply system B. The Contractor shall provide all necessary material and labor to connect to the Plumbing System all fixtures and equipment shown on the drawings having plumbing connections and which are furnished and installed by others or are specified in other sections of these specifications. C. The Contractor shall carefully investigate the structural and existing conditions affecting all his work and shall arrange such work accordingly, furnishing such fittings, traps, valves, and accessories as may be required to meet such conditions. Where pipes extend through concrete members, this Contractor shall core all such members and slabs, unless sleeves have been provided. Chipping concrete will not be allowed, and if any coring of the concrete members is necessary, this Contractor shall call it to the Architect's attention before doing same. D. Pipe openings shall be closed with caps or plugs during installation. Fixtures and equipment shall be tightly -covered and protected against dirt, water and chemical or mechanical injury. At the completion of the work the fixtures, materials, and equipment shall be thoroughly cleaned. 3.2 STERILIZATION A. The entire hot and cold water piping system shall be thoroughly sterilized with a solution containing not less than fifty (50) parts per million (ppm) of available chlorine or sodium hypochlorite solution and shall be introduced into the system in a manner approved by the Architect. The sterilizing solution shall be allowed to remain in the system for a period of 24 hours, during which time all valves and faucets shall be opened and closed several times. All residual of 4 ppm shall be produced in all parts of the system at the end of the 24 hour period. After sterilizing, the solution shall be flushed from the system with clean water until the residual of chlorine content is not greater than .02 ppm unless otherwise noted. END OF SECTION PLUMBING 15400-2 SECTION 15804 VENTILATING PART 1 GENERAL 1.1 DESCRIPTION k A. The work covered by this section of the specifications shall include the furnishing of all labor and t materials as required for the installation of a complete ventilating system and its related work- 1.2 ork1.2 RELATED DOCUMENTS A. Refer to other applicable clauses and regulations for other requirements. 1.3 SUBMITTAL A. All submittal required by this section shall be submitted in accordance with Section 01300. B. Submit manufacturer's data for approval on all materials to be furnished as part of this project. PART 2 PRODUCTS 2.1 AIR TERMINAL UNITS A General: 1. Furnish and install variable air volume terminal units as herein specified and scheduled on the drawings. 2. Units shall be complete with all controls and operating components as required for a complete and operational system. is B. System Responsibility: 1. The contractor shall be responsible for any and all costs associated with any and all changes resulting from the use of a supplier other than the one used as "basis of design". The duct system is computer designed for air balance and noise control using the operating performance of the listed manufacturer. Changes is VAV box performance for other manufacturers may cause changes in the system design. This includes, but is not E limited to, changes in ductwork, size or layout, fittings, controls, structure and piping. Manufacturer must submit computerized duct design showing pressure and acoustic data for complete duct layout. 2. The entire VAV system, variable volume terminal units, & controls shall be furnished by a single manufacturer who shall be responsible for the entire system. Acceptable manufacturers shall be the variable volume terminal unit or temperature control manufacturer, but must" bear sole responsibility for the system. C. Manufacturers: 1. Manufacturers must participate in the ARI Certification program. Unit performance data 7 VENTILATING 15804-1 r must be Rated in Accordance with ARI Standard 880, and must display the ARI Symbol on all standard units. D. Manufactured Units: 1. Units shall be ceiling mounted variable air volume supply air control terminals for connection to single pressure duct, central air systems, with variable volume analog electronic actuator wired to terminal strip and unit mounted hot water heating coils. 2. Identify each ternunal unit with clearly marked identification label and airflow indicator. Label shall include unit nominal air now, maximum factory set air flow, minimum factory set air flow, and electric coil type. E. Fabrication: 1. Casings: Units shall be completely factory assembled, manufactured of corrosion protected welded or screwed steel, and fabricated with a minimum of 18 -gauge metal on the high pressure (inlet) side of the VAV damper and 22 -gauge metal on the low pressure (outlet) side and unit casing. 2. Interior surface of unit casing shall be acoustically and thermally lined with a minimum of 1 inch, 1.9 lb./cu. ft. density glass fiber with high density facing. Insulation shall be UL listed and meet NFPA-90A and UL 181 requirements. The cut edges on the discharge of the unit shall be covered by a metal flange. 3. Air volume damper and controls shall be in single cabinet. 4. Flange duct connections shall be on integral outlets. F. Volume Damper. 1. Locate air volume damper assembly inside unit rasing. Construct from extruded aluminum or a minimum of 20 gauge (0.9 mm) galvanized steel components. Key damper blades into shaft with nylon fitted pivot points. Flow sensor must be provided regardless of control chosen. Flow sensor must be a ring or cross. Har or single point sensing device is not acceptable. 2. Mount manually operated damper quadrant or automatic damper operator and automatic — flow control assembly. 3. Air volume control damper shall be factory calibrated assembly consisting of air valve with integral actuator. G. Heating Coils: L Hot Water Heating Coil: Copper tube mechanically expanded into aluminum plate fins, leak tested under water to 300 psig pressure, factory installed. Female sweat -type water connections. H. Controls: — I. Controls shall be pneumatic and factory installed to accomplish the sequence of operation outlined in Automatic Temperature Controls, Section 15900. " I. Tests: 1. Factory set and check all analog electronic and pneumatic controllers to within 5% of ^ VENTILATING 15804-2 scheduled maximum and minimum settings. Base performance on tests conducted in accordance with ARI 880. 2. Maximum Casing Leakage: 1 percent of nominal air flow at 0.5 in wg inlet static pressure. 3. Maximum Damper Leakage: 1 percent of design air flow at 4 in wg inlet static pressure. PART 3 EXECUTION 3.1 INSTALLATION A. All units shall be installed in accordance with the manufacturers recommendations. END OF SECTION VENTILATING 15804-3 SECTION 15840 DUCTWORK r+ PART 1 GENERAL t " 1.1 DESCRIPTION A. The work covered by this section of the specifications includes the furnishings of all material and labor as required for the installation of a complete duct system, as shown on the drawings and as herein specified. 1.2 RELATED DOCUMENTS A. Refer to other applicable clauses and regulations for other requirements. 1.3 SUBMITTAL A. All submittal required by this section shall be submitted in accordance with Section 01300. C B. Submit manufacturer's data for approval on all materials to be furnished as part of this project. PART 2 PRODUCTS 2.1 LOW VELOCITY - LOW PRESSURE DUCTWORK A. All ductwork shall be of the sizes indicated on the drawings, shall be straight and smooth on the inside with neatly finished airtight joints. The ducts shall be installed as to be completely free of vibration. Metal duct slip joints shall be made with an inside radius of not less than the width of the duct, except that Factory Fabricated Air Turns shall be used where a sharper tum must be made or where otherwise indicated on the drawings. All takeoffs to registers shall be made with Factory Fabricated Deflectrols, or approved equal, and all major branches where noted on the plans shall have splitters with an accessible operating handle and locking device, Young Model No. 917 right angle gear and No. 1 ceiling regulator, or approved equal. B. All ductwork shall be constructed of galvanized iron sheets fabricated and installed in accordance with SMACNA HVAC Duct Construction Standards for Low Velocity Systems. C. Air turns shall be as manufactured by Barber -Colman, or approved equal. No job -built turning vanes will be used on this job. Where insulation is applied inside of ducts, turning vanes shall be installed inside of insulation. D. After all ducts are installed, all dirt and debris shall be removed from inside of ducts. E. Ductwork for round ducts shall conform to the latest edition ASHRAE guide. F. All dud construction seam corners and connections shall be sealed with white "Permagum Slugs" as manufactured by Virginia Chemicals, Inc. G. All ductwork shall be made airtight and reinforced as required for pressures as shown on the drawings. 7. DUCTWORK 15840-1 H. All dimensions indicated shall be sheet metal dimensions. Allowance shall be made for internal insulation as it occurs, unless otherwise noted on the drawings. 2.2 ROUND AND OVAL SHEET METAL DUCTWORK A. All duct and fittings shall be manufactured by a company who has had as its principal business, the manufacture of spiral pipe and welded fittings for at least ten (10) years. Duct shall be spirally wound. B. All ductwork will be manufactured by the same firm to assure tight fit of all ductwork and components. The Contractor shall submit the name of the manufacture of the ductwork and fittings. C. Installation manuals shall be included by the Contractor with his submittals. These manuals shall provide detailed instruction on: Assembly Joint Sealing Erection Reinforcement of Flat -Oval Duct System Pressure Testing for Leaks D. Sheet Metal Gauges and Materials shall be in accordance with SMACNA requirements for spiral duct 1. Round single wall pipe shall be manufactured of galvanized steel meeting ASTM A-527- 67 Standards. E. The spiral pipe shall have locked seams so made as to eliminate any leakage under the pressures for which this system has been designed. F. Longitudinal seam duct shall have a fusion welded butt seam. G. All fittings are to have continuous welds along all seams. All divided flow fittings are to be manufactured as separate fittings, not as tap collars welded into spiral duct sections. H. All 90 deg. tees and 45 deg. laterals (wyes) up to and including 12" diameter tap size shall have a radiused entrance into the tap, produced by machine or press forming. The entrance shall be free of weld build-up, burrs, or irregularities. 14" and larger shall'be rolled edge. I. Elbows in diameters 3" through 8" shall be two section stamped elbows. All other elbows shall be gored construction with all seams continuous -welded. Elbows shall be fabricated to a center- line radius of 1.5 times the cross-section diameter. J. Where it is necessary to use 2 -piece mitered elbows, they shall have turning vanes in accordance with the following schedule: Diameter Number of Vanes 3" thru 9" 2 10" thru 14" 3 15" thru 19" 4 20" and over 5 DUCTWORK 15840-2 1. Pipe -to -pipe joints in diameters to 50" shall be by the use of sleeve couplings, reinforced by rolled beads. 2. Pipe -to -fitting joints in diameters to 50" are by slip -fit of projecting collar of the fitting into the pipe. 3. Insertion length of sleeve coupling and fitting collar is 2" for dhuneters through 9" and 4" for diameters 10" and up. 4. Pipe -to -pipe and pipe -to -fitting connections in diameters above 50" are made by angle ring flanges. Connections 51" and up are made by the loose ring "Van Stone" flange. A one-half inch flange is provided by the body ends of duct sections and fittings to act as a gasketing surface for sealing. The angle ring is a rolled, welded ring 2" x 2" x 3/16". 5. Bolt hole spacing for angle rings shall not exceed 6". 6. If duct sections in diameters greater than 50" are supplied in lengths greater than 4' lengths, one angle ring must be welded to duct on 4' centers. Welding can be an intermittent weld of 1" in 4". 2.3 FIBER DUCTWORK A Fiber ductwork will not be used on this job anywhere. 2.4 COMBINATION FIRE AND SMOKE DAMPERS A Fire and smoke dampers shall be installed where shown on the drawings and/or where any duct passes through a fire smoke partition. Access doors, as specified elsewhere, shall be installed at each damper location. Dampers shall be installed in center of walls, and shall be rated for 1-1/2 hours. Dampers shall extend 3" beyond each side of wall to receive restraining angles. B. All fire dampers shall be installed bearing the label and inspection service of Underwriters Laboratories, Inc. The installation shall be in accordance with NFPA 90A and the mounting instructions provided by the manufacturer describing the UL approved installation procedures with restraining angles both sides of wall or as detailed on the drawings, whichever is more stringent. C. Dampers shall be of the type that the damper. in full open position, is 100% out of the air stream. Low velocity rectangular ducts shall be same as required for high velocity ducts. D. Inlet and outlet of dampers shall be factory equipped with 2-1/2" deep duct collars for duct connections. DUCTWORK 15840-3 K. The leading edge of all vanes in ducts over 20" diameter shall be hemmed with 1/2" fold -back. Turning vanes in ducts over 24" shall be reinforced by rods or sectional construction to limit unsupported length to 24". Vanes shall be minimum of 20 gauge. L. The reduction of divided flow fittings shall be a conical spun section in the thirty-six common 1 reductions in sizes 4" through 22". M. Spun bellmouth connections are to be used at each round take -off from the plenum. N. Galvanized areas that have been damaged by welding shall be coated with corrosion resistant aluminum paint. O. Couplings for round ducts shall be as follows: 1. Pipe -to -pipe joints in diameters to 50" shall be by the use of sleeve couplings, reinforced by rolled beads. 2. Pipe -to -fitting joints in diameters to 50" are by slip -fit of projecting collar of the fitting into the pipe. 3. Insertion length of sleeve coupling and fitting collar is 2" for dhuneters through 9" and 4" for diameters 10" and up. 4. Pipe -to -pipe and pipe -to -fitting connections in diameters above 50" are made by angle ring flanges. Connections 51" and up are made by the loose ring "Van Stone" flange. A one-half inch flange is provided by the body ends of duct sections and fittings to act as a gasketing surface for sealing. The angle ring is a rolled, welded ring 2" x 2" x 3/16". 5. Bolt hole spacing for angle rings shall not exceed 6". 6. If duct sections in diameters greater than 50" are supplied in lengths greater than 4' lengths, one angle ring must be welded to duct on 4' centers. Welding can be an intermittent weld of 1" in 4". 2.3 FIBER DUCTWORK A Fiber ductwork will not be used on this job anywhere. 2.4 COMBINATION FIRE AND SMOKE DAMPERS A Fire and smoke dampers shall be installed where shown on the drawings and/or where any duct passes through a fire smoke partition. Access doors, as specified elsewhere, shall be installed at each damper location. Dampers shall be installed in center of walls, and shall be rated for 1-1/2 hours. Dampers shall extend 3" beyond each side of wall to receive restraining angles. B. All fire dampers shall be installed bearing the label and inspection service of Underwriters Laboratories, Inc. The installation shall be in accordance with NFPA 90A and the mounting instructions provided by the manufacturer describing the UL approved installation procedures with restraining angles both sides of wall or as detailed on the drawings, whichever is more stringent. C. Dampers shall be of the type that the damper. in full open position, is 100% out of the air stream. Low velocity rectangular ducts shall be same as required for high velocity ducts. D. Inlet and outlet of dampers shall be factory equipped with 2-1/2" deep duct collars for duct connections. DUCTWORK 15840-3 E. Multiple Blade Damper: Fabricate with 16 gauge galvanized steel frame and blades, oil - impregnated bronze or stainless steel sleeve bearings and plated steel axles, stainless steel jamb seals, 1/8 x 1/2 inch plated steel concealed linkage, stainless steel closure spring, blade stops, and lock, and 1/2 inch actuator shaft. F. Operators: UL listed and labelled spring return. Locate damper operator on exterior of duct and link to damper operating shaft • G. Dampers shall be curtain type, closing upon actuation of electro thermal link, flexible stainless steel blade edge seals to provide constant sealing pressure, stainless steel springs with locking devices to ensure positive closure for units mounted horizontally. H. Dampers shall be Ruskin FSD-37, (Class 1), or equal with TS150 firestat. Provide duct mounted smoke detector and duct access door. 2.5 CONTROL A. Contractor shall furnish and install all smoke detectors as required to operate each damper. PART 3 EXECUTION 3.1 INSTALLATION A. All duct systems shall be installed in a workmanlike manner and shall provide a complete and woridng system. 3.2 CLEANING A. After installation is complete, all equipment shall be thoroughly cleaned. Damaged paint shall be sanded and touched -up. END OF SECTION DUCTWORK 15840-4 SECTION 15870 GRILLES, REGISTERS AND CEILING DIFFUSERS PART 1 GENERAL 1.1 DESCRIPTION A. The work covered by this section of the specification includes the furnishing of all labor and materials as required for the installation of a complete air diffusing system as shown on the drawings, and as hereinafter specified. All side wall grilles, supply and returns, shall comply with NFPA Standard No. 90A E . B. Where new grilles are installed in the same room with existing grilles, all grilles shall match in appearance. 1.2 RELATED DOCUMENTS A Refer to other applicable clauses and regulations for other requirements.. 1.3 SUBMITTAL A All submittal required by this section shall be submitted in accordance with Section 01300. B. Submit manufacturer's data for approval on all materials to be furnished as part of this project. PART 2 PRODUCTS 2.1 FINISHES A Side wall supply registers, side wall returns and side wall exhaust grilles shall be electroplated zinc core and prime coat flame. Ceiling supply diffusers shall be baked off-white enamel. Ceiling return air grilles shall be baked off-white enamel. Ceiling exhaust grilles shall be baked off-white enamel. Door grilles shall be electroplated brushed bronze. Ceiling transfer grilles shall be baked off-white enamel. 6 - 2.2 ACCESSORIES `+ A All supply registers, diffusers, return air and exhaust air grilles shall be equipped with tamperproof 4. hex socket screws, Yum -27 hex head screws, or No. 8 Phillips Type "A" ovalhead screws. PART 3 EXECUTION 3.1 GUARANTEE j" A This Contractor shall furnish to the Owner a written factory guarantee with submittal data, that I, all registers and diffusers will perform as follows: r 1. Diffusers and registers shall diffuse air uniformly throughout the conditioned space with a 25 deg. F. temperature differential between average room temperature and supply air ° temperature. The velocities in the 5' occupancy zone, measured no closer than 6" from 3: GRILLES, REGISTERS AND CEILING DIFFUSERS 15870-1 any wall surface, shall not exceed 30 FPM at 2 deg. F., 50 FPM at 1-1/2 deg. F., or 75 FPM at 1 degree F. temperature differential, with a minimum average room temperature of 75 deg. F. 2. Maximum decibel rating of any side wall register shall not exceed 30 db at a range of 5' in front of the register and at a maximum register face velocity of 600 FPM. B. If factory guarantee is not received, equipment will not be approved. END OF SECTION GRILLES, REGISTERS AND CEILING DIFFUSERS 15870-2 7 FSECTION 15900 AUTOMATIC TEMPERATURE CONTROLS PART 1 GENERAL 1.1 DESCRIPTION A. Mechanical contract shall include a complete system of Automatic Temperature Controls to provide the functions described herein. Control equipment shall be pneumatic. B. The Mechanical Contractor shall install all valves, dampers, and wells, and provide all openings in mechanical equipment, piping and ductwork for sensing devices. Threadolets shall be provided in the piping systems where shown. 1.2 RELATED DOCUMENTS A Applicable requirements of the General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1.3 SUBMITTAL A All submittal required by this section shall be submitted in accordance with Section 15010. B. Submit manufacturer's data for approval on all materials and wiring diagrams to be furnished as part of this project. PART 2 PRODUCTS 2.1 TEMPERATURE CONTROLS A General: 1. The Mechanical Contractor shall include a complete system of temperature controls to provide the fimctions described herein. All temperature controls shall be field adjustable. 2. The temperature control supplier shall: a. Furnish for approval complete submittal data including descriptive literature and wiring diagrams showing the detailed sequence of operation of all control systems. b. Furnish all relays, control panels and control devices required to accomplish a temperature control system as shown on the plans and comply with the intent of the specifications. C. Thoroughly inspect, test and adjust the temperature control system, placing it in operation. d. Provide temperature control service and repair or replace faulty equipment at no additional cost to the Owner within the first year of operation. C. Instruct the Owner in the operation and service of the temperature control system. AUTOMATIC TEMPERATURE CONTROLS 15900-1 r- t PART 3 EXECUTION 3.1 SEQUENCE OF OPERATION A. Sequence of Control: All controls shall be completely automatic in operation and all device set points shall be field adjustable. B. Air Terminal Units: 1. Pneumatic Controls: a. Single Duct with Reheat: (1) Thermostat and primary variable volume proportion air flow from central system between minimum and maximum airflow setpoints. (2) As thermostat senses no need for cooling, control system closes the primary volume damper to minimum. (3) Upon sensing a further drop in space temperature, one stage of hot water heat may be energized. Fust stage of hot water heat is energized when zone temperature is 1.5 degrees below zone setpoint. 2. Drive Volume Damper Closed. 3. Pressure Independent: a. Actuator shall modulate air valve or modulating damper. b. Pressure independent proportional variable air volume control. Factory set minimum and maximum limits must be independent of each other. C. Automatic Dual Minimums shall exist for cooling and reheat modes. d. Means for air balancing and pressure independent compensating forvarying inlet static pressure shall be a factory furnished and mounted multi -point, multi -axis flow ring or flow cross, and differential pressure transducer. Flow-thru or hot wire devices are not acceptable. Single point or flow bar sensors are not acceptable. Shall be capable of maintaining air flow to within +/- 5 percent of rated unit airflow set point with 1.5 duct diameters straight duct upstream from the unit. 4. Thermostat: Wall -mounted .thermostat with external adjustment shall match thermostats currently in use at this facility. END OF SECTION AUTOMATIC TEMPERATURE CONTROLS 15900-2 f' v SECTION 16010 GENERAL ELECTRICAL PROVISIONS PART1 GENERAL 1.1 SCOPE A Conform with applicable provisions of the General Conditions, Special Conditions and General Requirements. B. Furnish all labor, materials, service, equipment and appliances required to complete the installation of the complete electrical system in accordance with the specifications and contract drawings. C. Electrical Division Index: 16010 - General Electrical Provisions 16110 -Raceways 16120 - Conductors 16130 - Boxes and Fittings 16140 - Wiring Devices 16500 - Lighting 1.2 WORK INCLUDED A. This Contractor shall furnish all labor and materials necessary to complete all electrical and related work as shown on the drawings and/or herein specified as follows: 1. Installation of secondary services as shown on the drawings. 2. From starting point install and connect all power outlets, convenience outlets, switches, lighting fixtures, and controls. 3. Conduits, junction boxes, wall outlets for telephone and data system 1.3 REQUIREMENTS OF REGULATOR AGENCIES AND STANDARDS A Regulatory Agencies: Installations, materials, equipment and workmanship shall conform to the applicable provisions of the National Electrical Code (NEC), the National Electrical Safety Code (NESC), and the terms and conditions of the electrical utility and other authorities having lawful jurisdiction pertaining to the work required. All modifications required by these codes, rules, regulations and authorities shall be made by the 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: American Society of Testing and Materials (ASTM), Institute of Electrical and Electronic Engineers (IEEE), Insulated Power Cable Engineers Association (IPCEA), National Electrical Manufacturers Association (NEMA), National Fire Protection Association (NEPA). GENERAL ELECTRICAL PROVISIONS 16010-1 7 1.4 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 accordance with the requirements contained in the SPECIAL PROVISIONS, a minimum of sic (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, specific references or requests, submit shop drawings for the following applicable items: Switchboards, Panelboards, Lighting Fixtures, Transformers, Alarm Systems, Primary Cable, Emergency Battery Units, Fire Alarm. PART 2 PRODUCTS 2.1 EQUIPMENT REQUIREMENTS A. The electrical requirements for equipment specified or indicated on the 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, overcurrent 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 of this specification under which the equipment is furnished. 2.2 MATERIALS A. All similar materials and equipment shall be the product of the same manufacturer. B. Where no spec material, apparatus, or appliance is mentioned, any first-class product made by a reputable manufacturer may be used, providing it conforms to the contract requirements and meets the approval of the Engineer. C. Materials and equipment shall be the standard products of manufacturers regularly engaged in the production of such material and shall be the manufacturer's current and standard design. D. Equipment affected by altitude shall perform satisfactorily the function intended at an altitude of the project site. E. Materials and Equipment shall conform to the respective publications and other requirements specified below. Other materials and equipment shall be as specified elsewhere herein and as shown on the drawings, and shall be the products of manufacturers regularly engaged in the manufacture of such products. PART 3 EXECUTION 3.1 GENERAL A. Fabrication, erection and installation of the complete electrical system shall be done in a fust class GENERAL ELECTRICAL PROVISIONS 16010-2 r r workmanlike manner by qualified personnel experienced in such work and shall proceed in an orderly manner so as not to hold up the progress of the 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. 3.2 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. Prior to acceptance or beneficial occupancy, establish nominal building power loads and record voltage readings at all panelboards. Based on these readings make final adjustments of tap changers on all transformers in the building electrical system to comply with specifications and equipment installers. D. Perform such other tests as required by other sections of these specifications or as requested to prove acceptability. E. Furnish all instruments and labor for testing. The Exchange will furnish the necessary electric power. 3.3 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 of the electrical equipment and systems. B. Manuals: Upon completion of the work, prepare and deliver to the Architect two (2) sets of complete operating and maintenance manuals for the systems and major equipment installed. Include catalog data, shop drawings, wiring diagrams, performance curves and rating data, spare parts lists, and manufacturer's operating and maintenance data. 1, C. Other. The above requirements are in addition to specific instructions and manuals speed for individual systems or equipment. 3.4 RECORD DRAWINGS A. Provide record drawings showing the "as -built" condition of all electrical work. Information shall include but not be limited to indicating: 1. All floor outlets. t 2. Underfloor duct and all connections to duct system. 3. All conduit runs including size installed. �., 4. All stub -up locations of conduits in floor routed up columns or walls. 5. Locations and sizes of all junction and pull boxes. GENERAL ELECTRICAL PROVISIONS 16010-3 B. This drawing shall be a mylar sepia of the power plans. 3.5 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 be set plumb and at height best suited for adequate operation. Wiring troughs and barriers shall be as required by the National Electric Code as amended to date. C. Symbols on drawings are approximately correct, but care shall be taken that all fixture outlets are symmetrical on spaces, ceiling panels, bays or rooms, and all switch outlets are on the strike side of doors. 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 or as noted Power Outlets 1'-4" 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. If walls do not extend to ceilings, run conduit in slabs. 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. 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 be solderless, mechanical type. Connectors for conductors #8 -' AWG and smaller shall be Buchanan Electrical Pmducts copper squeeze -on type with molded rubber or vinyl cap, Minnesota Laing and Manufacturing Co. Scotchlock, or Ideal Industries 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 may be used as a lubricant where necessary. Sizes of conduits shall be in accordance with National Code tables. Flexible metal conduit may be used for final connections to motors, etc., but shall not be over 48" in total length from outlet box to motor. Waterproof flexible conduit may be used in exterior locations. GENERAL ELECTRICAL PROVISIONS 16010-4 N De Connectors for conductors larger than #8 ANG 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 Burndy Engineering Company. Flexible conduit smaller than 1/2" diameter shall not be permitted to be used. Where conduits enter boxes they shall be secured in place by galvanized loclrnuts and bushings. Conduit ends shall be carefully plugged during construction. Conduits, except those which are vertical for their entire length, and except conduits connecting ceiling outlets together, shall have a drag consisting of a number of tight fitting rubber washers drawn through before wires are pulled in. END OF SECTION GENERAL ELECTRICAL PROVISIONS 16010-5 SECTION 16110 RACEWAYS PART1 GENERAL 1.1 REQUIREMENTS A. General Provision of the Contract, including General Conditions, Special Conditions, and Division 1 General Requirements apply. 1.2 RELATED WORK IN OTHER SECTIONS A- General Electrical Provisions - Section 16010 PART 2 PRODUCTS 2.1 CONDUITS A- Rigid Steel Conduit: Rigid, threaded, thick -wall, zinc -coated on the outside and either zinc -coated or coated with an approved corrosion -resistant coating on the inside. B. Intermediate Metal Conduit (IMC): Rigid, threaded, lightweight steel zinc -coated on the outside and either zinc -coated or coated with an approved corrosion resistant coating on the inside. C. Electrical Metallic Tubing (ENM: Mild steel, zinc -coated on the outside and either zinc -coated or coated with an approved corrosion -resistant coating on the inside. D. Flexible Conduit: Commercial Greenfield, galvanized steel, with a separate grounding bond wird installed in the conduit in addition to other wires. No flexible conduit shall be installed over 2' in length. E. Liquid -Tight Flexible Conduit: Flexible galvanized steel tubing with extruded liquid -tight PVC outer jacket and a continuous copper bonding conductor wound spirally between the convolutions. Where a separate grounding conductor is Installed in the conduit, bonding conductor in the conductor in the convolutions may be omitted. F. Conduit Size: Minimum conduit size 1/2 inch except where specifically approved for equipment connections. Sizes shall be as noted on the drawings and where not noted sizes shall be as required by the NEC. 2.2 CONDUIT FITTINGS A. Rigid Steel Conduit, IMC, and EMT Fittings: Iron or steel only. Cast fittings will not be allowed. B. Flexible Conduit Fittings (Commercial Greenfield): Either steel or malleable iron only, with insulated throats, and shall be of one of the following types: 1. Wedge and screw type with angular wedge fitting between the convolutions of the conduit. RACEWAYS 16110-1 2. Squeeze or clamp type with bearing surface contoured to wrap around the conduit and clamped by one or more screws. 3. Steel, multiple point type, for threading into internal wall of the conduit convolutions. C. Liquid -Tight Flexible Conduit Fittings: With threaded grounding cone, a steel, nylon or equal plastic compression ring, and a gland for tightening. GIand shall be either steel or malleable iron only with insulated throats and male thread and lockout or male bushing with or without "O" ring seal. Each connector shall provide a low resistance ground connection between the flexible conduit and the outlet box, conduit or other equipment to which it is connected. D. Connectors and Couplings: Compression type threadless fittings for rigid steel conduit or IMC Permitted. Set screw type fittings for rigid aluminum conduit not permitted. Steel set screw connectors and couplings permitted for special conditions when approved. EMT couplings and connectors either steel or malleable iron only, "Concrete -tight" or "Rain -tight", and either the gland and ring compression type or the stainless steel multiple point locking type. Connectors to have insulated throats. EMT fittings using set screws or indentations of a means of attachment not permitted. E. Bushings: Insulated type, designed to prevent abrasion of wires without impairing the continuity of the conduit grounding system, for rigid steel conduit, IMC, and rigid aluminum conduit larger than 1/2 inch size. F. Expansion Fittings: Each conduit that is buried in or rigidly secured to the building construction on opposite sides of a building expansion joint and each long rum of exposed conduit that may be subject to excessive stresses shall be provided with an expansion fitting. Expansion fittings shall be hot galvanized malleable iron with factory installed packing and a grounding ring. G. Sealing Fittings: Threaded, zinc or cadmium coated, cast or malleable iron type for steel conduits and threaded cast aluminum type for aluminum conduits. Fittings used to prevent passage of water vapor shall be of the continuous drain type. PART 3 EXECUTION 3.1 CONDUIT INSTALLATION A Conduit Systems: Rigid steel conduit, IMC, or EMT unless otherwise specified. Aluminum conduit is not permitted. B. EMT: Not permitted underground nor embedded in concrete. C. flexible Conduits: Use flexible conduit for lights, motor or equipment connections and then only to the extent of minimum lengths required for connections. Install flexible conduit connections at all resilient -mounted equipment. Provide liquid -tight flexible conduit in exterior, wet or damp locations and for connections to wet -pipe mechanical systems. All flexible conduit in kitchen, food preparation, walk-ins, and dishwashing locations shall be liquid tight. D. Exposed Conduits: Install exposed conduit systems parallel to or at right angles to the lines of the building. Right angle bends in exposed rims shall be made with standard elbows, screw jointed conduit fittings or conduit bent to rade not less than those of standard elbows. E. Concealed Conduits: Install conduit systems concealed where possible unless otherwise noted. Conduit systems may be exposed in unfinished utility areas, ceiling cavities, and where RACEWAYS 16110-2 r specifically approved by the Engineer. Install concealed conduit systems in as direct lines as possible. F. Conduit Bends: In any conduit or EMT run the number of quarter bends or equivalent between terminations at cabinets or boxes shall not exceed four (4) bends for conduits up to 1-1/4 inch, three (3) bends for 1-1/2 to 2-1/2 inch conduits, and two (2) bends for 3- to 4 -inch conduits. Conduits run between cabinets or boxes shall not exceed 100 feet for straight runs nor 100 feet for runs with maximum number of bends. Bends in telephone feeder conduits shall be long -radius. G. Conduit Openings: Protect all vertical runs of conduits or EMT terminating in the bottoms of boxes or cabinets, etc., from the entrance of foreign material prior to installation of conductors. H. Sealing Fittings: Install where required by the NEC, where conduits pass from warm to cold locations, and where otherwise indicated. 1. Sleeves for Conduit: Install sleeves for conduit where shown or as required. Conduit sleeves not used shall be plugged with recessed type plugs. Sleeve all conduit passing through walls. Sleeves that are used shall be caulked tight with lead yarn. 3.2 CONDUIT SUPPORTS A. Supports: Provide supports for horizontal steel conduits and EMT as required by the National Electrical Code, including runs above suspended ceilings. In suspended ceiling construction, only lighting system branch circuit raceways shall be fastened to the ceiling supports. No supports shall be permitted from metal roof decks. B. Straps: Install one hole pipe straps on conduits 1-1/2 inch or smaller. Install individual pipe hangers for conduits larger than 1-1/2 inch. Spring steel fasteners with hanger rods may be used in dry locations in lieu of pipe straps. C. Trapezes: Install multiple (trapeze) pipe hangers where two or more horizontal conduits or EMT run parallel and at the same elevation. Secure each conduit or EMT to the horizontal hanger member by a U- bolt, one -hole strap or other specially designed and approved fastener. D. Hanger Rods: Install 3116 inch diameter or larger steel nods for trapezes, spring steel fasteners, clips and clamps. Wire or perforated strapping shall not be used for the support of any conduit, EMT or light fixtures in open ceiling areas. E. Fastening: Fasten pipe straps and hanger rods to concrete by means of inserts or expansion bolts, to brickwork by means of expansion bolts, and to hollow masonry by means of toggle bolts. Wooden plugs and shields shall not be used. Power -driven fasteners may be used to attach pipe straps and hanger rods to concrete where approved by the Engineer. F. All conduits not embedded in concrete shall be firmly secured by means of pipe clamps, hangers, L etc., equal to Caddy Fasteners of ERICO Products, Inc. Wire wrapped around conduits and supporting members will not be acceptable. 3.3 IDENTIFICATION A. Contractor shall furnish as -built drawings showing routing and/or terminations of all conduit and boxes run into floor and from underfloor into wall or above ceiling terminations. l RACEWAYS 16110-3 3.4 CLOSING OF OPENINGS A• Wherever slots, sleeves or other openings are provided in floors or walls for thepassage of conduits or other forms of raceway, including bus ducts, such openings, if unused, or the spaces left in such openings, shall be filled or closed in a manner approved by the Engineer. END OF SECTION r - RACEWAYS 16110-4 I SECTION 16120 CONDUCTORS PART1 GENERAL 1.1 REQUIREMENTS A. Conform with applicable provisions of the General Conditions, Special Conditions and General Requirements. 1.2 RELATED WORK IN OTHER SECTIONS A General Electrical Provisions - Section 16010 PART 2 PRODUCTS 2.1 WIRES AND CABLES (600 VOLTS) A Conform to the applicable UL and IPCEA Standards for the use intended. Copper conductors with 600 volt insulation. Stranded conductors for No. 8 AWG and larger. Aluminum conductors shall not be permitted. B. Insulation: Type TIM insulation minimum unless otherwise specified or noted on the drawings. Type THHN minimum filled cross-linked polyethylene 90 deg. C thermosetting insulation for conductors No. 8 or larger. 90 deg. C minimum insulation within fixture wireways of fluorescent fixtures, Type RF -2 or TF commercial fixture wire, No. 16 AWG maybe used for CLtss 2 remote control and signal circuits. C. Size: No. 12 AWG minimum unless otherwise specified or noted on the drawings. Not less than NEC requirements for the system to be installed. Conductors for trench circuits of 120 volts, or more than 100 feet long from panel to load center, shall be No. 10 AWG.. CLus 1 remote control and signal circuit conductors shall not be less than No. 14 AWG. Class 2 low energy remote control and signal circuit conductors shall be not less than No. 16 AWG. If Contractor furnishes other than specified equipment, it shall be his responsibility to furnish proper size conduit and conductors as required without additional cost to the Owner. D. Conductors shall be color coded as follows: 120/208V Phase A Black Phase B Red Phase C Blue Neutral White Ground Green Connect all conductors of the same color to the same phase conductor. Conductors No. 12 and 10 shall be solid color compound for the entire length. Conductor sizes larger than No. 10 may be color coded at each termination and in each box or enclosure with 6 inches of half -Upped 3/4 inch pressure -sensitive, plastic tape of respective colors in lieu of solid color compound. 7 CONDUCTORS 16120-1 2.2 VERTICAL CABLE SUPPORTS A. Split wedge type supports which clamp each individual conductor and tightens due to weight of _ the cable shall be used for cables without metallic sheath. Basket weave type supports shall be used for cables with metallic sheath. 2.3 CONNECTORS AND LUGS A. For Copper Conductors No. 6 and smaller: 3M Scotch -Lok or T&B Sta-Kon compression or indent type connectors with integral or separate insulating caps. B. For Copper Conductors Larger than No. 6: Solderless, indent, hex screw, or bolt -type pressure connectors, properly taped or insulated. 2.4 TAPE A Plastic tape, 8.5 mils minimum thickness, 1,000,000 megohms minimum insulation resistance, oil -resistant vinyl backing, oil -resistant acrylic adhesive, incapable of supporting combustion per ASTM D-568 Test Method B. PART 3 EXECUTION 3.1 WIRE AND CABLE TESTS (600 VOLTS) A Measure the insulating resistance of service entrance conductors, feeder circuit conductors, and service ground. Measurements shall be taken between conductors and between conductors and ground. Resistance shall be 1,000,000 ohms or more when tested at 500 volts by megger without branch circuit loads. Tests and procedures shall meet the approval of the Engineer, and shall be in accordance with the applicable IPCEA Standards for the wires and cables to be installed. Furnish all instruments, equipment and personnel required for testing, and conduct tests in Presence of the Engineer. Submit written reports of the tests and results shall be furnished to the Engineer. 3.2 SPLICES (600 VOLTS AND UNDER) A. Permitted only at outlets or accessible enclosures. Conductor lengths shall be continuous from termination to termination without splices unless approved by the Engineer. END OF SECTION CONDUCTORS 16120-2 r SECTION 16130 BOXES AND FITTINGS PART 1 GENERAL 1.1 REQUIREMENTS A Conform with applicable provisions of the General Conditions, Special Conditions and General Requirements. 1.2 RELATED WORK IN OTHER SECTIONS A. General Electrical Provisions - Section 16010 PART 2 PRODUCTS 2.1 OUTLET BOXES BOXES AND FITTINGS 16130-1 A. Construction: Zinc -coated or cadmium plated sheet steel boxes of a class to satisfy the condition at each outlet except where unlet or condulet bodies are required. Knocl:out type with knockouts .. removed only where necessary to accommodate the conduit entering. Square cornered, straight sided gang boxes, 4 inch octagon concrete rings and 4 inch octagon hung ceiling boxes with bars may be folded type; one-piece deep -drawn type for all other boxes. B. Size: To accommodate the required number and sizes of conduits, wires and splices in accordance with NEC requirements, but not smaller than size shown or specified Standard concrete type boxes not to exceed 6 inches deep except where necessary to permit entrance of conduits into sides of boxes without interference with reinforcing bars. Special purpose boxes shall be sized for the device or application intended .. C. Fixture Studs: 3/8 inch malleable -iron fixture stud in outlet boxes for ceiling lighting fixtures and interior bracket lighting fixtures, other than lamp receptacles and drop cans. D. Exposed: Screw joint type, with gasketed weatherproof covers in locations exposed to the weather. E. Tile Boxes: Rectangular in shape with square corners and straight sides for receptacles and switches mounted in furniture cabinets or in glazed tile, concrete block, marble, brick stone or wood wails. Install without plaster rings. F. Wall -Mounted Switch, Receptacle and Signal Boxes: Unless otherwise noted or specified, not less than 4 inches square by 2-1/8 inches deep for signal devices, 4-11/16 inches by 2-18 inches deep k for two devices and multigang boxes for more than two devices. Boxes for switches and receptacles on unfinished walls may be screw joint type with covers to fit the devices. G. Wall -Mounted Telephone Outlet Boxes: 4-11/16 inches square by 2-1/8 inches deep, unless otherwise noted on the drawings. H. Light Fixture Boxes: 4 inch diameter by 1-1/2 inch deep minimum for ceiling and interior bracket fixtures with concealed conduits. Plaster covers for bracket fixtures to have 3 inch diameter BOXES AND FITTINGS 16130-1 Openings. Screw joint boxes with canopy seat for ceiling and interior bracket fixtures with exposed conduits. I. Grounding Terminal: Provide a grounding terminal in each box containing a green equipment ground conductor, for serving motors, lighting fixtures, or receptacles. Grounding terminalshall be green -colored washer -in -hand machine screw or grounding bushing. 2.2 PULL BOXES A. Minimum NEC requirements unless larger box is noted. Pull boxes with internal volume not more than 150 cubic inches shall be as specified for outlet boxes with blank covers. Pull boxes with internal volume over 150 cubic inches shall be as specified for cabinets except covers shall be same thickness as box and shall have corrosion -resistant screws or bolt attachments. 2.3 FLOOR BOXES A Heavy-duty, cast, adjustable type suitable for the device or application indicated, unless noted. Provide carpet flanges in carpeted arta. Each telephone outlet shall consist of a horizontal cast aluminum housing with a one inch bushed side opening. Outlets shall have provisions to accommodate a ten wire telephone terminal block. Gaskets shall be used to insure proper installation. PART 3 EXECUTION 3.1 OUTLET BOXES A. Installation: Unless otherwise specified or shown on the drawings, outlet boxes shall be flush mounted and the front edges of the boxes or plaster covers shall be flush with the finished wall or ceiling line, or, if installed in walls and ceilings of incombustible construction, not more than 1/4 inch back of same. Mount boxes with the long axes of devices vertical, unless otherwise specified. Boxes inplastered walls and ceilings shall be provided with plaster covers. A multiple of box extensions and/or covers will not be permitted Install in a rigid and satisfactory manner with suitable metal bar hangers, box cleats, adjustable box hangers, etc. Use wood screws on wood, expansion shields on masonry and machine screws on steel work B. Mounting Heights: The mounting height of a wall -mounted outlet box shall be construed to mean the height from the finished floor to the horizontal center line of the cover plate.On exposed tile, block, or brick construction mount outlet boxes at the nearest bed joins is the mounting height indicated. Verify with Architect. C. Wall -Mounted Switch, Receptacle and Signal Outlets: On columns, pilasters, etc., mount so the centers of the columns are clear for future installation of partitions. Install outlet boxes near doors or windows close to the trim. Install outlet boxes near the doors on the lock sides as shown on architectural drawings, unless other locations are approved by the Architect "- 3.2 PULL BOXES A. Provide additional pull boxes wherever necessary to meet requirements for maximum lengths of conduit runs and maximum numbers of bends as specified under Conduit and Fittings. BOXES AND FM-INGS 16130-2 3.3 3.4 3.5 FLOOR BOXES A Install level with top covers adjusted flush with finished floor or floor tile. FIk'TURE CONNECTIONS A Recessed or surface light fixtures in lay -in or accessible ceilings shall be connected with minimum 1/2 inch flexible metallic conduit, 4 to 6 feet long, with grounding provided. Flexible conduit shall not be used as the ground. IDENTIFICATION A Identify all exposed junction and pull boxes according to the system and voltage carried by means of painted -on stencils or labels, with legible letters and contrasting colors and without abbreviations. In general, use yellow color. Painting shall be in accordance with Division 9 - Finishes. END OF SECTION BOXES AND FITTINGS 16130-3 r r L PART 1 1.1 1.2 PART 2 2.1 2.2 SECTION 16140 WIRING DEVICES GENERAL REQUIREMENTS A Conform with applicable provisions of the General Conditions, Special. Conditions and General Requirements. B. Color. All wiring devices shall be ivory with stainless steel coverplates unless otherwise noted on the drawings. All wiring devices shall be Leviton Decors Plus series or equal. RELATED WORK IN OTHER SECTIONS A. General Electrical Provisions - Section 16010 PRODUCTS SNAP SWITCHES A. Unless otherwise specified, each snap switch (flush tumbler toggle) shall be of the A.C. general use type for mounting in a single -gang spacing, fully rated 20 amperes minimum on inductive and resistive loads at 120/277 volts, conforming to minimum requirements of the latest revision of the Underwriters' Laboratories, Inc., UL 20 Fifth Edition Standard snap Switches and further requirements herein specified. Specification grade, heavy duty, single -pole, 3 -way or 4 -way, of the maintained, momentary, or lock type as indicated on the drawings. Switches shall operate in any position and shall be fully enclosed cup type with entire body of molded phenolic, urea or melamine with cover of molded phenolic, urea or melamine. Fibre, paper or similar insulating material shall not be used for body or cover. Ivory color handles unless otherwise indicated on the drawings. Silver or silver alloy contacts. A.C. 120/277 volt general use snap switches shall be capable of withstanding tests as outlined in NEMA Publication WD1-1965, and shall be as follows unless otherwise noted: 20A 120/277 AC 1P 2P 3 -way 4 -way Dimmers RECEPTACLES eviton 5621-2I 5622-2I 5623-2I 5624-21 80800-1.I A General: Configuration and requirements for all connector or outlet receptacles shall be in accordance with NEMA Publication WDI-1965, Part 3 and Part 10, and the Texas Department of Human Services Minimum Standards for Day Care Centers, Section 4300, Number 1, Part A. Fire-resistant, non-absorptive, hot -welded, phenolic composition or equal bodies and bases with metal plaster ears (integral with the supporting member). Single or duplex as shown or noted on drawings. Ivory color unless otherwise noted on the drawings. Double grip contacts for each prong. WIRING DEVICES 16140-1 B. Grounding Type: All receptacle shall be grounding type with a green colored hexagonal equipment ground screw of adequate size to accommodate an insulated grounding jumper (based on Table 250-95 of the NEC with minimum size No. I4 AWG). Grounding terminals of all receptacles shall be internally connected to the receptacle mounting yoke. C. Unless otherwise noted, receptacles shall be as follows: 20A - 125V AC 2P 3W Leviton 16362-HGI, or equal D. Weatherproof receptacles shall consist of duplex receptacle as specified above, mounted in a box with a gasketed, weatherproof, cast metal cover plate and cap over each receptacle opening. The rap shall be permanently attached to the cover plate by a short length of bead chain or shall be of the spring hinged flap type. E. Isolated grounding receptacles shall be the same NEMA configuration as 20A 125 volt receptacle except that the grounding pole shall be isolated from the mounting strap and be colored orange similar to -Leviton 16362-IGI. Ground these devices by means of a separate green equipment grounding conductor. F. Special: Receptacles for special applications shall be as indicated on the drawings. For kitchen equipment furnished under another section of the specifications, complete with cord set. This Contractor shall verify exact requirements and furnish a matching receptacle where indicated. 2.3 DEVICE PLATES A. General: Provide stainless steel or brushed chrome device plates for each switch, receptacle, signal and telephone outlet, and special purpose outlet. Provide multi -gang outlet plates for multi -gang boxes. Screws shall be metal with countersank heads, in a color to match the finish Of the plate. B. Exposed: Plates for exposed screw jointed fittings shall match the fittings with edges of plates flush with edges of fittings. Heavy cadmium plated steel with gasket. Plates for cast type boxes at locations subject to wet or rain conditions shall be of the cast, vapor -tight type. Provide hinged lift covers for devices. — C. Communication: Plates for telephone and intercommunication have a 1/2 inch bushed opening in the center. D. Plates for special purpose outlets shall be of a design suitable for the particular application. PART 3 EXECUTION 3.1 DEVICE PLATES A. Install with alignment tolerance of 1/16th inch and all edges in continuous contact with wall surfaces. END OF SECTION WIRING DEVICES 16140-2 SECTION 16500 LIGHTING PART1 GENERAL 1.1 REQUIREMENTS A. Conform with applicable provisions of the General Conditions, Special Conditions and General Requirements. 1.2 RELATED WORK IN OTHER SECTIONS A General Electrical Provisions - Section 16010 1.3 SUBMITTALS . A. Submit for approval complete shop drawings, catalog cuts, 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 catalog cuts of both the specified and proposed fixtures. Catalog numbers shown on 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 light distribution and brightness characteristics and of equal finish and quality will be acceptable If approved by the Engineer. All fluorescent fixtures shall be of the type approved by Underwriters' Laboratories. B. A prior approval will be required on proposed substitutions within five (5) calendar days of bid date. PART 2 PRODUCTS 2.1 GENERAL A Furnish all lighting fixtures throughout of the type indicated on the drawings, complete with lamps, sockets, wiring, fitters, hangers, plaster rings, etc., as required. New fixtures will match the existing fixtures in appearance as much as possible. - 2.2 LAMPS A. Fluorescent: F32M/SP41 unless otherwise noted. B. Incandescent: 130 volt MR16-75W unless otherwise noted. C. Manufacturers: General Electric, Phillips or Sylvania. 2.3 BALLASTS A. Fluorescent: UL approved, high power factor with ETL certified CBM label, suitable for 120V operation as required. Sound rating 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 hot spot shall not exceed 90 deg. F. ambient temperature. LIGHTING 16500-1 Ballasts shall be electronic type. Provide two (2) bolt attachment of ballasts. B. Manufacturers: Advance Mark III, General Electric Maw iiser I. 2.4 FLUORESCENT FUCTURES A All fixttres, ballasts and supports shall be quiet in operation. Louvers, shields, reflectors and all sections of the channel structure shall be securely held in position Fixtures shall not be mounted in such a way that ballast hum will be amplified or transmitted into work areas. B. Fluorescent fixtures indicated to have dual switching shall have the inboard lamps connected to one ballast and the outboard lamps connected to the other ballast. 2.5 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 coat, post fabrication baked white enamel finish unless otherwise noted on the drawings. 2.6 FLUORESCENT LAMPHOLDERS A Designed so lamps will be held firmly in place, electrically and mechanically, permitting easy insertion or removal of lamps. Provide corrosion resistant treated lamp pin contacts. 2.7 CEILING TRIM A Furnish proper ceiling frames for ceiling material in which recessed fixtures are to be installed. Verify prior to ordering. 2.8 LENS A. When an acrylic lens or diffuser is specified, it shall be of 100% acrylic meeting American Society for Testing Materials specifications for Methacrylate Molding and Extrusion Compounds (ASTM D78M3). Plastic diffusing panels, luminous sides panels and other luminous plastic members of fixtures shall be made of not less than 0.156 inch thick prismatic Pattern 19 clear 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 112 inch width of the material. The plastic shall show no Yellowing apparent to the naked eye either when subjected to the accelerated weathering test in accordance with ASTM D -795-44T (500 hours exposure, using type S-1 lamp) or after prolonged exposure to 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. 2.9 HOUSING A Not less than 20 gauge steel with baked white enamel finish applied over conosion-resistant primer unless otherwise specifically approved. 2.10 EMERGENCY LIGHT BATTERY PACKS A Lighting fixtures so indicated on the drawings shall be provided with emergency lighting feaiarr. Components shall consist of a sealed ni*el-cadmium battery and a solid state i wertor, charger LIGHTING 16500-2 is and switch system. The components shall be self-contained within the fixture and be factory installed. The rechargeable battery shall operate one lamp at an emergency level for a minimum of 90 minutes. The fixture shall be U.L. listed. System shall have a 5 year unconditional guarantee. Units on switched circuits shall be wired such that the fixture can be switched off without causing the emergency battery to operate. Units shall be Bodine B-50 or approved equal. PART 3 EXECUTION 3.1 SUPPORTS A Support ceiling fixtures by anchorage to the ceiling only where the ceiling is concrete or masonry units. Provide mounting angles on trapeze where required to support light fixtures between structural members. No lighting fixtures, conduit or outlet boxes shall be supported from the building sheet metal deck. Where lay -in construction is used, fixtures shall be on the lay -in type. Coordinate supports for lay -in fixtures with Ceiling Contractor. 3.2 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 of the Engineer. 3.3 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. 3.4 BLOCKING A Protect housings of recessed lighting fixtures during installation of intemal blocldng or flaming to prevent distortion of sides or dislocation of threaded lugs which upon. completion must be in perfect alignment and match the corresponding holes in frames or rims so that holding screws can be installed 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. 3.5 LAMP GUARDS �. A Provide safety guard clips on open type fluorescent fixtures to prevent Lamps from falling. r 3.6 CLEAN-UP A At final inspection, the fixtures and lighting 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 spots, and complete with the required glassware, reflectors, side panels, louvers or other components necessary to complete the fixtures. END OF SECTION LIGHTING 16500-3