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Resolution - 3470 - Contract - All Texas Builders Inc - Party House Renovations, KN Clapp - 10_11_1990
Resolution #3470 BID #10841 October 11, 1990 Item #31 DGV:js RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock a Contract by and between the City of Lubbock and All Texas Builders, Inc. for K. N. Clapp Party House Renovations, attached herewith, which 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 ATTEST: e Boya, City secretary APPROVED AS TO CONTENT: Gene Ea s, Purc asi g Manager APPROVED AS TO FORM: uon ala u. vanaiver, first Asslstan City Attorney 11th day of October , 1990. C.,)' B. C. McMINN, MAYOR CHANGE ORDER NUMBER 3 BID NUMBER 10841 - Modifications to K.N. Clapp Party House TO: All Texas Builders, Inc. P.O. Box 3486 Lubbock, Texas 79452 Original Amount of Contract $ 33,182.00 Amount Previous Change Orders 747.00 Net Amount this Change Order 787.00 Amended Amount of Contract 34,716.00 Percentage Change of Contract Price 2.4% Additional Time of Completion is 0 days The Date of Substantial Completion - February 8, 1991 as of this Change Order, is unchanged. WHEREAS, it is desirable to make changes in the plans and specifications for this project. THIS AGREEMENT WITNESSETH: The contractor will provide and install two (2) pulls on the front door, install new vinyl base in the party room, relocate two (2) light switches in the bathrooms, and install new UCT floor and base in the kitchen. IN WITNESS WHEREOF, the Owner and the Contractor have hereto set their hands this the 2 i day of 1991. CONTRACTOR: OWNER: All Texas Builders, Inc. City of Lubbock C EST CI Y SECRETARY =PROD1 CO ENTVEID` 1FORM: � �9 1 1� j _ _,� �+� DRY ATTORTTEY 9,6� 39JIo o% tisdet and associates WE ARE TRANSMITTING THE FOLLOWING PREPARED BY PERTAINING TO COMMENTS: architects and engineers TRANSMITTAL This submittal has been reviewed by the Architects in accordance with provisions of the General Conditions, and the following action taken: ❑ Returned to Contractor for compliance with Contractor's review i ', Approved as noted. ❑ Re vise and resubmit. El Disapproved, "' Approved. REMARKS: A"moi &o ZzT 4z &wje zmx CC: tisdel e d s ciates BY d4w ;A1-3 T�XEx- Builders , =r1c . P.O. Box 3486 Lubbock, Texas 79452 February 19, 1991 Tisdel & Associates 3416 Joliet Lubbock, Texas 79413 RE: Change Order Request #3 Modifications to K.N. Clapp Party House - 95'f 3'�- 70 (806) 745-9763 FAX - (806) 745-9765 Bid #10841 This is our formal request for authorization of a change order for the work as follows: * Material and labor to install two (2) pulls on the front door. TOTAL AMOUNT OF CHANGE ORDER REQUESTED - - - - - - - - $ 131.00 Please issue a formal Change Order if this change order request is approven. Sincerely, ony Rat iff TR:mb �:.1.-3 Texas Builders , =rnc . P.O. Box 3486 Lubbock, Texas 79452 February 19, 1991 Tisdel & Associates 3416 Joliet Lubbock, Texas 79413 145"ft- Mm (806) 745-9763 FAX - (806) 745-9765 RE: Change Order Request #4 Modifications to K.N. Clapp Party House - Bid *10841 This is our formal request for authorization of a change order for the work as follows: * Installation of new vinyl base in the party room. TOTAL AMOUNT OF CHANGE ORDER REQUESTED - - - - - - - - $ 215.00 Please issue a formal Change Order if this change order request is approven. Sincerely, P "1 1 41� Tony atIiff TR:mb AJL3L Teas Buil.dt--rs , 11ric . P.O. Box 3486 Lubbock, Texas 79452 February 19, 1991 Tisdel & Associates 3416 Joliet Lubbock, Texas 79413 W-"-e�ov (806) 745-9763 FAX - (806) 745-9765 RE: Change Order Request #5 Modifications to K.N. Clapp Party House - Bid #10841 This is our formal request for authorization of a change order for the work as follows: * Relocation of two (2) light switches in the bathrooms. TOTAL AMOUNT OF CHANGE ORDER REQUESTED - - - - - - - - $ 215.00 Please issue a formal Change Order if this change order request is approven. Sincerely, ony Ratliff TR:mb t.A 1-1 T �s x a s B u i 1 d. �- r s, T rY c. P.O. Box 3486 Lubbock, Texas 79452 February 19, 1991 Tisdel & Associates 3416 Joliet Lubbock, Texas 79413 �es ff 7v (806) 745-9763 FAX - (806) 745-9765 RE: Change Order Request #6 Modifications to K.N. Clapp Party House - Bid *10841 This is our formal request for authorization of a change order for the work as follows: * Installation of new VCT floor and base in the kitchen. TOTAL AMOUNT OF CHANGE ORDER REQUESTED - - - - - - - - $ 226.00 Please issue a formal Change Order if this change order request is approven. Sincerely, Tony Ratliff TR:mb R64 #3470 CITY OF LUBBOCK SPECIFICATIONS FOR MODICATIONS TO K.N. CLAPP PARTY HOUSE BID # 10841 Lubboek, -Texas 2 X 2 o i MAILED TO VENDOR: 09/14/90 CLOSE: 9/27/90 @ 2:00 P.M. BID # 10841 ADDENDUM # 1 PLEASE NOTE THE FOLLOWING: THE PREBID CONFERENCE HAS BEEN.CHANGED TO SEPTE14BER 20, 1990 AT 10:00 A.M. AND WILL BE HELD IN THE PERSONNEL CONFERENCE ROOM #108. THANK YOU, Gene Eads, CITY OF LUBBOCK PURCHASING OFFICE PLEASE RETURN ONE COPY WITH YOUR BID s r MAILED TO VENDOR: September 25, 1990 CLOSE: September 27, 1990 NEW CLOSE: September 28, 1990 3:00 P.M. BID # 10841 ADDENDUM # 2 ^ PLEASE NOTE THE FOLLOWING: Please replace original bid proposal form with attached bid proposal form. The closing date has been changed to September 28, 199-0 at 3:00 P.M. ^ THANK YOU, Gene Eads, C.P.M. CITY OF LUBBOCK PURCHASING OFFICE s -f BID PROPOSAL BID FOR LUMP SUM CONTRACTS PLACE DATE PROJECT NO. Proposal of (Hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas. (Hereinafter called Owner) Gentlemen: The Bidder, in compliance with your invitation for bids for the construction of: having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract documents and the site of the proposed work, and being familiar with all of the conditions surrounding the construction of the proposed project including the availability of the materials and labor, hereby proposes to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated below. The price to cover all expenses incurred in performing the work required under the contract documents, of which this proposal is to be a part, is as follows: BID: ($ ALTERNATE NO. 1: ($ ) (ADD) ALTERNATE NO. 2: ($ ) (ADD) ALTERNATE NO. 3• ($ ) (ADD) ALTERNATE NO. 4• ($ ) (ADD) ALTERNATE NO. 5• ($ ) (ADD) ALTERNATE NO. b• ($ ) (ADD) ^ ALTERNATE NO. 7: ($ ) (ADD) a � (Amount shall be shown in both words and figures. in case of discrepancy, the amount shown in words shall govern.) Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written "Notice to Proceed" of the Owner and to fully complete the project within calendar days as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of $50.00 for each consecutive calendar day in excess of the time set forth hereinabove for completion of this project, all as more fully set forth in the general conditions of the contract documents_ Bidder understands and agrees that this bid proposal shall be completed and submitted in accordance with instruction number 20 of the General Instructions to Bidders. Bidder understands that the owner reserves the right to reject any or all bids and to waive any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Enclosed with this proposal is a Cashier's Check or Certified Check for Dollars ($ ) or a Proposal Bond in the sum of Dollars ($ ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the proposal is accepted by the Owner and the undersigned fails to execute the necessary contract documents and the required bond (if any) with the owner within ten (10) days after the date of receipt of written notification of acceptance of said proposal; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Bidders. Contractor By M (Seal if Bidder is a Corporation) ATTEST: Secretary MAILED TO VENDOR: 9/27/90 .. CLOSE: 9/28/90 @ 3:00 PM BID # 10841 ADDENDUM # 3 PLEASE MODIFY OR AMEND CONTRACT DOCUMENTS AS PER THE ATTACHED SHEET. THANK YOU, RON SHUFFIELD r.. CITY OF LUBBOCK PURCHASING DEPARTMENT PLEASE RETURN ONE COPY WITH YOUR BID ELECTRICAL ADDENDUM CLAPP PARTY HOUSE SEPTEMBER 26, 1990 BID ITEM #k10841 1. On the drawings, Sheet El, revise the Electrical Riser Diagram as shown below. 35b F T I uEL1 SECO'4"y Huj q5F-,4LNo AQY AY CIT-r POLE Tj ze 1HSTA.LLen RY CITY orJ WeST SIDa= )F Abe "U" i 00M . A15011E Celt-sHEj 1�ls7gv_ N� FntT ioOA-2P S/N mere tun( gr o STE73 NEMA 3C SwITOH /—E Yi%T j�PAtiG--L j �NoorT 4P wj IoaA Fuses �71 be t<r--u.cdec._ T4°�xI�IATE IN WEATHENEAD OH SE Cap -HQ INSTALL BI_AN IL OF f3c.D�j GsvrR AuE `V* I CHA4GC- To G904tWIT A6oVE rgwaoe, -- e"W-E �dICE ' 1'� � W P'4 H EL_ . r t*I 1 - IJEW CUT TAPE F-ACH ENp 12 Ia z AS µoTWD X5A N 00ly PIRt RvP_ Af- . %� oN p w4s . fEO, ¢O FVr-- GRooNA To YJAT PIPE ToP OF CoNOVIT To %eouµc ROD SE 24" 0gpal SLP4 sTfEEl_ Uw►ne (r►-►INS LECT�)�A.L >�IP rAG9AM .-I 0., CITY OF LUBBOCK SPECIFICATIONS for TITLE: MODIFICATIONS TO K.N. CLAPP PARTY HOUSE ADDRESS: 46TH & AVE U BID NUMBER: 10841 PROJECT NUMBER: 2124-512190-9553 CONTRACT PREPARED BY: Purchasing Department -1- (THIS PAGE LEFT BLANK INTENTIONALLY) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. r-- INDEX PAGE NOTICETO BIDDERS..........................................................................................3 GENERAL INSTRUCTIONS TO BIDDERS.......................................................... ............4 BID PROPOSAL - BID FOR LUMP SUM CONTRACTS ................................................. ..........10 PAYMENTBOND..............................................................................................13 PERFORMANCE BOND..........................................................................................16 CERTIFICATE OF INSURANCE..................................................................................19 CONTRACT..................................................................................................21 GENERALCONDITIONS OF THE AGREEMENT.......................................................................23 CURRENT WAGE DETERMINATIONS...............................................................................41 SPECIFICATIONS............................................................................................42 SPECIAL CONDITIONS........................................................................................43 NOTICE OF ACCEPTANCE......................................................................................45 -2- (THIS PAGE LEFT BLANK INTENTIONALLY) w- r- r- NOTICE TO BIDDERS -3- (THIS PAGE LEFT BLANK INTENTIONALLY) m- NOTICE TO BIDDERS BID # 10841 Sealed proposals addressed to Gene Eads, C.P.M., Purchasing Manager, City of Lubbock, Texas, will be received at the office of the Purchasing Manager, 1625 13th St., Room L-04, Lubbock, Texas, 79401, until 2:00 o'clock p.m. on the 27th day of September, 1990, 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: MODIFICATIONS TO K.N. CLAPP PARTY HOUSE After the expiration of the time and date above first written, said sealed proposals will be opened by the Purchasing Manager at his office and publicly read aloud. It is the sole responsibility of the bidder to insure that his bid is actually in the office of Gene —' Eads, Purchasing Manager for the City of Lubbock, prior to the expiration of the date above first written. The City Council will consider the bids on the 11th day of October, 1990, at Municipal Bldg., 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 and payment bond in accordance with Article 5160, Vernon's Ann. Civil St., in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000.00. 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. If the contract price does not exceed $25,000.00 the said statutory bonds will not be required. 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 proposal 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. The plans, specifications, proposal forms and contract documents may be examined at the office of the Purchasing Manager for the City of 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, or national origin in consideration for an award. There will be a pre -bid conference on 17th day of September, 1990, at 10:00 olclock a.m., Personnel Conference Room #108, Municipal Building, 1625 13th Street. CITY OF LUBBOCK BY: Gene Eads, C.P.M. Purchasing Manager r� ADVERTISEMENT FOR BIDS BID # 10841 Sealed proposals addressed to Gene Eads, C.P.M., Purchasing Manager, City of Lubbock, Texas, will be received at the office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401 until 2:00 o'clock p.m. on the 27th day of September, 1990, 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: MODIFICATIONS TO K.N. CLAPP PARTY HOUSE P.— After the expiration of the time and date above first written, said sealed proposals will be opened by the Purchasing Manager at his office and publicly read aloud. The plans, specifications, proposal forms and contract documents may be examined at the office of the Purchasing Manager for the City of 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, Texas. Each bidder's attention is further directed to the provisions of Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein concerning such wage scales and payment by the contractor of the prevailing rates of wages as heretofore established by the City of Lubbock. 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, or national origin in consideration for an award. �d There will be a prebid conference on 17th day of September, 1990, at 10:00 o'clock a.m., Personnel Conference Room 108, Municipal Building, 1625 13th Street. BY: Gene Eads, C.P.M. PURCHASING MANAGER 1^, (THIS PAGE LEFT BLANK INTENTIONALLY) GENERAL INSTRUCTIONS TO BIDDERS r=a -4- (THIS PAGE LEFT BLANK INTENTIONALLY) GENERAL INSTRUCTIONS TO BIDDERS 1. SCOPE OF WORK The work to be done under the contract documents shall consist of the following: To provide repair and rennovation to the party house to make handicapped accessible, painting, lighting and exterior work. The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to complete this project in accordance with contract documents. 2. CONTRACT DOCUMENTS All work covered by this contract shall be done in accordance with contract documents described in the Gen- eral 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. 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. TIME AND ORDER FOR COMPLETION The construction covered by the contract documents shall be fully completed within 90 (NINETY) 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 sub- mitted, the City may direct the Contractor to take such action as the City deems necessary to insure comple- tion of the project within the time specified. 5. PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. 6. 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. -5- 7. 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 pro- tecting 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 provi- sion. 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. 8. GUARANTEES All equipment and materials incorporated in the project and all construction shall be guaranteed against de- fective 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). 9. 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 di- rectly to the Contractor. The Contractor shall then distribute copies of plans and specifications to sup- pliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Con- tractor. 10. PROTECTION OF THE WORK The Contractor shall be responsible for the care, preservation, conservation, and protection of all materi- als, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construc- tion, 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 re- serves 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 proposed 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. 11. 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 ma- terials to be incorporated into the work without paying the tax at the time of purchase. -6- 12. 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 construc- tion of the project contemplated by these contract documents. The City of Lubbock agrees that it will fur- nish Contractor the location of all such underground lines and utilities of which it has knowledge. How- ever, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such under- ground 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. 13. BARRICADES AND SAFETY MEASURES The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger sig- nals, 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 re- placed by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barri- cades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of acceptance of the project. 14. 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 blast- ing. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. Explosive materials shall not be stored or kept at the construction site by the Contractor. In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. 15. 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. 16. 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 -7- 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 subroga- tion. The insurance certificates furnished shall name the City as an additional insured and shall further state that all subcontractors are named as additional insureds, 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. 17. 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 there- under. The inclusion of the schedule of general prevailing rate of per diem wages in these contract docu- ments does not release the Contractor from compliance with any wage law that may be applicable. Construc- tion 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. 18. 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 deduc- tions (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. -8- 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. M 19. PROVISIONS CONCERNING ESCALATOR CLAUSES Proposals submitted containing any conditions which provide for changes in the stated bid price due to in- creases or decreases in the cost of materials, labor or other items required for the project will be re- jected and returned to the bidder without being considered. 20. PREPARATION FOR PROPOSAL The bidder shall submit his proposal on forms furnished by the City. All blank spaces in the form shall be correctly filled in and the bidder shall state the price both in words and numerals, for which he proposes to do the work contemplated or furnish the materials required. Such prices shall be written in ink, dis-tinctly and legibly, or typewritten. In case of discrepancy between the price written in words and the price written in figures, the price written in words shall govern. If the proposal is submitted by an indi- vidual, his name must be signed by him or his duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given and the proposal signed by a member of the firm, association or partnership, or person duly authorized. If the proposal is submitted by a company or corporation, the company or corporate name and business address must be given, and the proposal signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign proposals must be properly certified and must be in writing and submitted with the proposal. The proposal shall be executed in ink. Each proposal 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) Proposal for (description of the project). Bid proposals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no proposal may be withdrawn or altered thereafter. 21. BOUND COPY OF CONTRACT DOCUMENTS Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the fol- lowing: (a) Notice to Bidders. (b) General Instructions to Bidders. (c) Bidder's Proposal. (d) Statutory Bond (if required). (e) Contract Agreement. (f) General Conditions. (g) Special Conditions (if any). (h) Specifications. (i) 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. -9- (THIS PAGE LEFT BLANK INTENTIONALLY) BID PROPOSAL -10- (THIS PAGE LEFT BLANK INTENTIONALLY) �^ PLACE Lubbock, TX BID PROPOSAL BID FOR LUMP SUN CONTRACTS DATE September 28, 1990 PROJECT NO. _ 2124-512190-9553 Proposal of ALL TEXAS BUILDERS, INC. (Hereinafter called Bidder) To the Honorabte Mayor and City Council City of Lubbock, Texas. (Hereinafter called Owner) Centle"n: The Bidder, in wpliance with your invitation for bids for the construction of: Modifications to.K.N. Clapp Party House - Bid #10841 having carefutty examined the plans, specifications, instructions to bidders, notice to bidders and all other rotated Contract documents and the site of the proposed work, and being familiar with all of the corditiors surrounding the construction of the proposed project including the availability of the materials and labor, beet -by proposes to furnish all tabor, materials, and supplies; and to cr)nstruct 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 att expenses incurred in performing the work required under the contract documents, of which this proposal A is to be a part, is as fotlows: 7l c�ic4; �510.OD �`- BID: Twenty-eight thousand nine hundred fifty-six & no/100 (� , ) ALTERNATE NO, 1: ' Seven hundred seven and no/100 Dollars (s *707:00* ) (ADD) ALTERNATE No. 2: Three hundred seventy—eight and no/100 Dollars (y *378.00* (ADD) ALTERNATE NO, 3, Five hundred eighty—nine and no/100 Dollars (S *589.00* ) (ADD) ALTERNATE NO. 4 Eight hundred eighty and no/100 Dollars (S *880.00* ) (ADD) ALTERNATE NO. 5: Five hundred eighty-nine and no/100 Dollars (f *589.00* (ADD) ALTERNATE NO. b: Five hundred eighty—nine "and no/100 Dollars (i *589.00* ) (ADD) -ALTERNATE NO. 7Four hundred ninety—four and no/100 Dollars f8. *494.00* ) 000 o, (Am)unt shall be shown in both words and figures. In case of discrepancy, the amount shown in words shall govern.) Bidder hereby agrees to commence the work on the above project an or before a date to be specified in a written "Notice to Proceed" of the Owner and to fully complete the.project within 90 eatendar days as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of 350.00.for each consecutive calendar day in excess of the time set forth hereinabove for corrptetion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid proposal shalt be completed and suknitted in accordance with instruction number 20 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or att bids and to waive any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing tima for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has Carefulty examined the plans, specifications and contract documents pertaining to the work covered by this bid and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially Complete the work on which he has bid; as provided in the contract documents. Enctosed with this proposal is a Cashier's Check or Certified Check for N / A Dollars (S NIA ) or a Proposal Bond in the sum of 5% of Amount of Bid Dollars (S5% of Bid ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the proposal is accepted by the Owner and the undersigned fails to execute the necessary contract documents and the required bond (if any) with the owner within ten (10) days after the date of receipt of written notification of accopdance of said proposal; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract doeuments.made available to him for his inspection in accordance with the Notice to Bidders. �1 (Seat if Bidder 4 a Corporation) AT §T : o Secretary ALL TEXAS BUILDERS Contractor TonyRatliff, President The FIDELITY AND DEPOSIT COMPANY OF MARYLAND 0 D FIDELITY AND DEPOSIT COMPANY Companies HOME OFFICES: BALTIMORE, MD. 21203 BID BOND KNOW ALL MEN BY THESE PRESENTS: That we ---------- Al l __Texas•_ Builders, __Inc = - P . O. Box 34 g6ere insert the name and address or legal title of the Contractor) ---------------------Lubbo ck,___ T_exas---79-452----------------------------------------------------------------------------_------------------ .------------------------------------------------------------------------------------------ as Principal, (hereinafter called the "Principal"),. and ------- idelity- and-_Deposit__Company___, of Baltimore, Maryland, a corporation duly organized (liere insert the name of the Surety) under the laws of the State of Maryland, as Surety, (hereinafter called the "Surety") are held and firmly bound unto _._-_-___City of Lubbock, Lubbock, Texas - --------------------------------------------------------------------------------- --------------------- (Here insert the name.and address or legal title of the Owner) ^-------------•-------•---•----•----___----•--------...._-_-_____________.-.-.----•___________-----.•-------_________^..-_...---------___..._..._....-------._......_..._...__--------•---•••--- ------------------------------------•--------•------•--.......................................................... as Obligee, (hereinafter called the "Obligee"), in the sum of 5 0 of amount of Bid Dollars ($ .-----5 °------ for the payment of which sum well and truly to be Made, the said Principal and the said Surety, bind ourselves,. our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for ............ modification to K.N.ClaPp Piztry-•----------=•----------------------------------------•-•---•-•---------------------- •---•-••••-----•--- -----------------•-----------------------------------.-...----...----------------------•=-----•------•-•------...---•---••-•-----------...._._.__......._._._..•---•--••------------ .................................................. =............................................................................................................................................... -----------------------------------------------------•----------------------------•---.-••---•-•-••...--........................................ .......................................... NOW , THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter into such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the workcovered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this--- .......... 2-7-th.................................. day of--- ........ Septe.m?.ea;-------•--------A.D. 19---9-Q-- All Texas Builders" ;Inc. ----------------------------•-•••---•••---------••.......................... (SEAL) - on Ratli — , Pr'ncipal Y president ----------------------- Witness -- To Ratliff— Title president 2 FIDELITY AND DEPOSIT COMPANY OF 1\IARYLAND ❑ FIDELITY AND DEPOSIT COMPANY Surety ......... . ................................. ............................ ... ........ . --- 414 .... �ro Sharon Ward Witness Joe David Schoenig Title Att—In—Fa, C325 TX) — Approved by The American Institute of Architects. A.I.A. Document No. A•310 February 1970 Edition. Fidelity and Deposit Company OF MARYLAND Fidelity and Deposit Company HOME OFFICES: ' BALTIMORE BID BOND w o w � o w ca z 0 a z PLEASE READ YOUR BOND The FIDELITY AND DEPOSIT COMPANY OF MARYLAND p FIDELITY AND DEPOSIT COMPANY Companies HOME OFFICES: BALTIMORE, MD. 21203 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the FIDELITY AND DEPOSIT COMPANY, corporations of the State of Maryland, by R. W. BUDDENBOHN , Vice -President, and M. J. SCHNEBELEN , Assistant Secretary, m p ce of auth granted by Article VI, Section 2 of the respective By -Laws of said Companies, which are set forth o everse si e� f and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, to and Joe David Schoenig and Sharon Ward, both of Lubbock, Texas, EA ...... .... 0 e true and lawful agent and Attorney -in -Fact of each, execu d deliver, for, and on its behalf as surety, and as it,8 art and deed: any and all bonds a Berta , each in a penaltyy not to exceed the sum of TWO MILLION FIVE D T D DOLLARS 02,500,OW ...EXCEPT bonds on behalf of Independent Exe s, Co t Survivors an e execution of such bonds or undertakings ' uance o presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, Man executed and acknowledged by the regularly elected officers of the respective Companies at their in Bal ' d., in their own proper persons. This power of attorney revo s hat i� on behalf of Joe David Schoenig, etal, dated,'April 1 1988. ©° IN WITNESS WHEREOF, the said Vice-Pi4sidents tent Secretaries have hereunto subscrfed their names and affixed the Corporate Seals of the said FIDELITY AND DE OMPANY OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY �— thin 19th ay of April , A.D. 1988 O ATTEST: LITY AND DEPOSIT COMPW OF MARYLAND •., 6alv� SEAL By V A cant Secretary Vice -President FIDELITY AND DEPOSIT COMPANY ^SEALS �—� 9k/ By Assistant Secretary Vice -President STATE OF MARYLAND CITY OF BALTIMORE SS: On this 19th day of April A.D. 19 88 , before the subscriber, a Notary Public of the State of Maryland, in and for the City of Baltimore, duly commissioned and qualified, came the above -named Vice -Presidents and Assistant Secretaries of the FIDELI- TY AND DEPOSIT COMPANY OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY, to me personally known to be the individuals and officers described herein and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Companies aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. . IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal at the City of Baltimore the day and year r-000, first above written. � o w/MouRr es Vdry Public My commission expires July- 1. 1990 CERTIFICATE I, the undersigned Assistant Secretary of the FIDELITY AND DEPOSIT OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the Vioe-Presidents who executed the said Power of Attorney were Vice - Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2 of the respective By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY. This certificate may be signed by facsimile under and by authority of resolutions of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 16th day of July, 1969 and of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY at a meeting duly called and held on the 2nd day of November, 1978. RESOLVED: "That the facsimile or mechanically reproduced signature of any Assistant Secretary of the Company, whether made heretofore or hereafter, whenever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IqN TTESTIMONY W ERE F, I have hereunto sub�w-ibed my name and affixed the corporate seals of the said Companies, this =day of 19�. 168-5173 Assistant Secretary EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive .Commmittee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,... and to affix the seal of the Company thereto." EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,... and to affix the seal of the Company thereto." e 0 PAYMENT BOND -13- (THIS PAGE LEFT BLANK INTENTIONALLY) The FIDELITY AND DEPOSIT! COMPANY OF MARYLAND o D FIDELITY AND DEPOSIT COMPANY Companies HOME OFFICES: BALTIMORE, MD. 21203 STATUTORY PAYMENT BOND PURSUANT TO ARTICLE, 5160 OF THE REVISED CIVIL STATUTES OF TEXAS AS BOND CHECK AMENDED BY ACTS OF THE 56TH LEGIS1_4TURE, M9 BEST RATING (Penalty of this bond must be 100% of Contract amount-) LICENSED IN TEXAS &—" KNOW ALL MEN BY THESE PRESENT S- DATE8 '`�I'I` That ------------ All --- Te-XaS-13tlilders ---Inc---------------- P . 0. Box 3486 (Heae insert the name and addre s = kgAA tft:le of the Contra'atz) ------------------- ------ (hereinafter called the Principal), as Principal, and .... Fidelity and Deposit Company ___-____-- -------------------------------------------------- Mere insert the name of the Surety) - - a corporation organiixed and exis6mg under the laws of the State of Maryland, with its principal office in the City of Baltimore,: uflhezeil fter called the .Surety), as Surety, are -held and firmly bound unto---------------------- - City of Lubbock, Lubbock, Texas - - - — - -- -----.------------------------------------------------------------------------------------------------- gIltre insert the name of the Obligee) -------- ------------------------------------ - --------------------------------------------(hereinafter called the Obligee), Thirty Three Thousand One Hundred Eighty Two and no/100 inthe amount of -------- ---------- --------------------------------------------------------------------------- ---------------------------- (Here insert an amount equal to the total contract price) ---- --- ($33,182 00)----------------Dollars ( 33' 182 00 ..------•- £othe payment whereof,thesaidPrincipal andSurety bind _themselves,and ) their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 1.lth------------- ------------------------------------------- day of ----------- October 19 90 to do modifications to K.N. Clapp Party House, Lubbock, Texas �-^ which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him. or a subcontractor in the prosecution of the work provided for in said, contract, then, this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Article 5160 of the ^- Revised Civil Statutes of Texas, and all liabilities on this bond to all such claimants shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this ----------------- ?6-th-------------------------------- day of -------- October T9.90...- All Texas Builders, Ikic WITNESS: . ----------------------------------•----------------- - ---(SEAT,) ---------------------------------------------------------------•-------------------------•------•------------------------------------------- --...........(SEAT') (IF INDIVIDUAL OR FIRM A ST: ------------ --- - - ... ................. (SEAL) 4a;�_.... - -.... .. - ----- -- ---... (SEAL) (IF CORPORATION) T y Ratli Principal president K] FIDELITY AND DEPOSIT COMPANY OF MARYLAND ❑ FIDELITY AND DEPOSIT COMPANY Surety --------- -------- �. -- -- ---------------------------- By- "C�f i. - - - (SEAL) C60Sob(Tx)- Cindv Wisian Sharon [card-Att-In-Fact 'fidelity and Deposit Company OF MARYLAND Fidelity and Deposit Company HOME OFFICES: BALTIMORE PAYMENT BOND o w z o i o z i BOND PLEASE READ YOUR The FIDELITY AND DEPOSIT COMPANY OF MARYLAND FIDELITY AND DEPOSIT COMPANY Companies HOME OFFICES: BALTIMORE, MD. 21203 POWER OF ATTORNEY r-- KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the FIDELITY AND DEPOSIT COMPANY, corporations of the State of Maryland, by R. W. BUDDENBOHN , Vice -President, and M. J. SCHNEBELEN , Assistant Secretary, in p ce of ak anted by Article VI, Section 2 of the respective By -Laws of said Companies, which are set forth o everse f and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, to ande David Schoenig and Sharon Ward, both of Lubbock, Texas, EA 0 e true and lawful agent and Attorney -in -Fact of eachVDT execu d deliver, for, and on its behalf as surety, and as t a and deed: any and all bonds erta , each in a penalty not to exceefl the sum of TWO MILLION FIVE D DOLLARS ($2,500,000)...EXCEPT bonds on behalf of Independent Exeo t Survivors and Communir-y-Guarri-i AM e execution of such nds or undertakings ' ce o presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, ey had y executed and acknowledged by the regularly elected officers of the respective Companies at their in Bal ' d., in their own proper persons. This power of attorney revo s hat iCJ\' on behalf of Joe David Schoenig, etal, dated,'April 1, 1988. o O IN WITNESS WHEREOF, the said Vice sidents tent Secretaries have hereunto subscribed their names and affixed the Corporate Seals of the said FIDELITY AND DE OMPANY OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY this 19th ay of April , A.D. 1988 0 ATTEST: LITY AND DEPOSIT COMPAn OF MARYLAND CX `11i-xv Ole' fiEAL By "v Ass; tent Secretary Vice -President FIDELITY AND DEPOSIT COMPANY SEAL 3 By t Secretary Viee-President STATE OF MARYLAND?�"A CITY OF BALTIMORE )j SS: ,^ On this 19th day of April , A.D. 19 88 ,before the subscriber, a Notary Public of the State of Maryland, in and for the City of Baltimore, duly commissioned and qualified, came the above -named Vice -Presidents and Assistant Secretaries of the FIDELI- TY AND DEPOSIT COMPANY OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY, to me personally known to he the individuals and officers described herein and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Companies aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal at the City of Baltimore the day and year first above written.�� yr MOTA�, Public My commission expires July 1. 1990 CERTIFICATE I, the undersigned Assistant Secretary of the FIDELITY AND DEPOSIT OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY do hereby certify that the original Power of Attorney of which the foregging is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the Vice -Presidents who executed the said Power of Attorney were Vice - Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2 of the respective By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY. This certificate may be signed by facaimile"under and by authority of resolutions of the Board of Directors of the FIDELITY AND A DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 16th day of July, 1969 and of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY at a meeting duly called and held on the 2nd day of November, 1978. RESOLVED: "T'hat the facsimile or mechanically reproduced signature of any Assistant Secretary of the Company, whether made heretofore or hereafter, whenever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IqN TTESTIMONY W ERE F, I have hereunto sub�s-c-,�',r,ibed my name and affixed the corporate seals of the said Companies, this day of 19�. . _77- 168-5173 Assistant Secretary EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Commmittee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,... and to affix the seal of the Company thereto." EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature _ of mortgages,... and to affix the seal.of the Company thereto." _ PERFORMANCE BOND -16- (THIS PAGE LEFT BLANK INTENTIONALLY) f FIDELITY AND DEPOSIT COMPANY OF MARYLAND FIDELITY AND DEPOSIT COMPANY HOME OFFICES: BALTIMORE, MD. 21203 STATUTORY PERFORMANCE BOND PURSUANT TO ARTICLE 5160 - OF THE REVISED CIVIL STATUTES OF TEXAS AS AMENDED BY ACTS OF THE 56TH LEG1Sl&TU E, 1959 BOND CHECK (Penalty of this bon,f rreas't be 100% of Contract am t) BEST RATING KNOW ALL MEN BY THESE PRESENTS: LICENSE�N TTEXA$ DATE G :-�,.p BY That,----------A-1- Texas---Builders_,--_In ------ ----. - -:------_--- ---------------------- ---- P • O � $ �& (Here inert dw, name. and address, odr legal; tirttle of the Contractor) ereinafter called the Princi 1 'p _-_--_------------- Lubbock:-r---�'$ --- -- _' p ), as Principal, and ----- Fidelity end- I3a�°��' --- - - (Here ikseat. the. name of tke Swety) a corparation organized and existing under the laws of the State of Maryland, with its principal office in the City of Baltimore„ (hereinafter called the Surety), as Surety, are held and firmly bound unto ...................... -- ------ ty _ of Lubbock, Lubbock, Texas -------------------------------------------------------------------------------------------- (Here insert the name of the Obligee) -----------------------------------------------------------------------------------------------------------------(hereinafter called the Obligee), in the amount of_____Thirty Three Thousand One Hundred Eighty Two and no/100 -------------------- --------------------------------------- .. _.. (Here insert an amount equal to the total contract price) - ------------------------- ($33,182 00--------- ($...33 182 00 -------------•--------------------------------- ----- ------ •------- dollars �t -- �.-- — -- for the payment whereof, the said Principal and Surety bind themselves; and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee,.dated the ----------------- 1lth----------------------------------------------------day of ----------- Oc tahar.....-------------------•-------------•-•------------.19.._qD .., to do modifications to K.N. Clapp Party House, Lubbock, Texas 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 docu- ments, 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 Article 5160 of the Revised Civil Statutes of Texas, 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. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this ----------------------------- 26th--------------....day of......_October.................................1990 All Texas Builders,) ;'Inc WITNESS: ---------•-------------------------------------- --- ----------------(SEAL) ----------------------- ---------------------------------------------------------------•--------------...-----------------------------•---------- -- - •---------• (SEAL) (IF INDIVIDUAL OR FIRM ATTEST: /� Jc ------------------ - =-•�........... (SEAL) (IF CORPORATION) --------------•-- .(SEAL) Pr--incipal President FIDELITY AND DEPOSIT COMPANY OF MARYLAND ❑ FIDELITY AND DEPOSIT COMPANY .. n� ------------------- 1CM49a(TX)- Cindy Wisian Surety Sharon Ward-Att-In-Fact Fidelity and Deposit Company OF MARYLAND Fidelity and Deposit Company HOME OFFICES: BALTIMORE PERFORMANCE BOND PLEASE READ YOUR- BOND The FIDELITY AND DEPOSIT COMPANY OF MARYLAND FIDELITY AND DEPOSIT COMPANY Companies HOME OFFICES: BALTIMORE, MD. 21203 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the FIDELITY AND DEPOSIT COMPANY, corporations of the State of Maryland, by R. W. BUDDENBOHN , Vice -President, and M. J. SCHNEBELEN , Assistant Secretary, in p ce of auth granted by Article VI, Section 2 of the respective By -Laws of said Companies, which are set forth o verse si e, f and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, to and Joe David Schoenig and Sharon Ward, both of Lubbock, Texas, EA ...... .--- E e true an lawful agent and Attorney -in -Fact of eachexecud deliver, for, and on its behalf as surety, and as itp aqt and deed: any and all bonds&�tnder•taeach >n a penalty not to exceed the sum of TWO MILLION FIVED TOLLARS ($2,500,000)...EXCEPT bonds on behalf of Independent ExeCo rvivors an AZMe execution of suc nds or undertakings uance o presents, shall be as binding upon said Companies, A.. as fully and amply, to all intents and purposes, ey had y executed and acknowledged by the regularly elected officers of the respective Companies at their in Bal ' d., in their own proper persons. This power of -attorney revo s hat i on behalf of Joe David Schoenig, etal, dated,'April 1, 1988. IN WITNESS WHEREOF, the said Vice- sidents t Secretaries have hereunto subscribed their names and affixed the Corporate Seals of the said FIDELITY AND DE OMPANY OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY this 19th ay of April , A.D. 1988 ATTEST:ELITY AND DEPOSIT COMP OF MARYLAND SEAL gy A&4tant Secretary Vice -President FIDELITY AND DEPOSIT COMPANY .SEAL 3&V a-J-1-L By }Y��` — A ;slant secretary Vice -President STATE OF MARYLAND CITY OF BALTIMORE SS: On this 19th day of April , A.D. 19 88 , before the subscriber, a Notary Public of the State of Maryland, in and for the City of Baltimore, duly commissioned and qualified, came the above -named Vice -Presidents and Assistant Secretaries of the FIDELI- TY AND DEPOSIT COMPANY OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY, to me personally known to be the individuals and officers described herein and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Companies aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, 1 have hereunto set my hand and affixed my Official Seal at the City of Baltimore the day and year a-.00, first above written. a�/Mora es Public 'ram ►u�ut r �o��oa• My commission expires ___July 1, 1990 CERTIFICATE I, the undersigned Assistant Secretary of the FIDELITY AND DEPOSIT OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the Vice -Presidents who executed the said Power of Attorney were Vice - Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2 of the respective By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY. This certificate may be signed by facsimile under and by authority of resolutions of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 16th day of July, 1969 and of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY at a meeting duly called and held on the 2nd day of November, 1978. RESOLVED: "That the facsimile or mechanically reproduced signature of any Assistant Secretary of the Company, whether made heretofore or hereafter,. whenever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY W ERE F, I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this g� W =day 168-5173 Assistant Secretary EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President,.or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Commmittee, shall have power, by and with the concurrence.of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,... and to affix the seal of the Company thereto." EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE OF INSURANCE -19- (THIS PAGE LEFT BLANK INTENTIONALLY) The FIDELITY AND DEPOSIT COMPANY OF MARYLAND 0 D FIDELITY AND DEPOSIT COMPANY Companies HOME OFFICES: BALTIMORE, MD. 21203 STATUTORY PAYMENT BOND PURSUANT TO ARTICLE 5160 OF THE REVISED CIVIL STATUTES OF TEXAS AS AMENDED BY ACTS OF THE 56TH LEGISLATURE, 1959 (Penalty of this bond must be 100% of Contract amount) KNOW ALL MEN BY THESE PRESENTS: That ------------ All --- Texas --- ------------------ P . 0. Box 3486 (Here insert the name and address or legal title of the Contractor) ------------- ------Lubbock.,__-Texas --- 7-9.452,--- _------------------- (hereinafter called the Principal), as Principal, and ---- Fidelity - and Deposit Company ------- -------------------------------------------------- (Here insert the name of the Surety) a corporation organized and existing under the laws of the State of Maryland, with its principal office in the City of Baltimore, (hereinafter called the Surety), as Surety, are -held and firmly bound unto______________________ City of Lubbock, Lubbock, Texas --------------------------------------------------------------------------------------------------------------------------------------------------------- (Here insert the name of the Obligee) -------------------------------------------------------------- ---------------------- --------------------------(hereinafter called the Obligee), Thirty Three Thousand One Hundred Eighty Two and no/100 inthe amount of------------------------------------------------ -------------------------------------------------------------------------------------- (Here insert an amount equal to the total contract price) -------------------- ($33,182.00)---------- Dollars( 33,182 00 ----------------- -------------._----------------------------•--------------------------------------------------------------------------------------------- , for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the ............ 1.1th-------------- -- :.. day of -October----------------------•-------------------------•----19--- 90._, to do modifications to K.N. Clapp Party House, Lubbock, Texas �-^ which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Article 5160 of the Revised Civil Statutes of Texas, and all liabilities on this bond to all such claimants shall be determined in accordance with the provisions of said Article to the same extent as if it were copied, at length herein. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this ................. Z6th-------------------------------- day of ........ October 1910. All Texas Builders, Inc. �' WITNESS: - -•---------------------------------------------------= ---------(SEAL) (IF INDIVIDUAL OR FIRM) (IF CORPORATION) r-............. (SEAL) (SEAL) President K] FIDELITY AND DEPOSIT COMPANY OF MARYLAND ❑ FIDELITY AND DEPOSIT COA?PANY i 1 Surety - B ._. -------------- -- - ---- -- - Y ---------(SEAL) c6050b(Tx)— Cindv Wisian Sharon-Ward—Att—In—Fact Fidelity and and Deposit Company OF MARYLAND Fidelity and Deposit Company HOME OFFICES: BAL°TIMORE _u 0 d N Z O - o Z i 1 PLEASE READ YOUR BOND r r 1 CONTRACT -21- (THIS PAGE LEFT BLANK INTENTIONALLY) CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 11th day of October, 1990, by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through B.C. McMinn, Mayor, thereunto authorized to do so, hereinafter referred to as OWNER, and ALL TEXAS BUILDERS, 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 CON- TRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as fol- Lows: BID #10841-MODIFICATIONS TO K.N. CLAPP PARTY HOUSE IN THE AMOUNT OF $33,182.000 and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost and expense to furnish all materials, supplies, machinery., equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Condition of Agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified in the contract documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the proposal 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. T: CITY OF LUBBOCK, TEXAS (OWNER) By � Secr tary MAYOR n—, AJROVED AS TO fON�EHL: �9 AS TO FORM: ATTEST: c Corporate Secretary ALL TEXAS CONTRACTOR TITLE COMPLETE ADDRESS: P.O. BOX 3486 Lubbock, TX 79452 i -22- (THIS PAGE LEFT BLANK INTENTIONALLY) GENERAL CONDITIONS OF THE AGREEMENT -23- (THIS PAGE LEFT BLANK INTENTIONALLY) r- GENERAL CONDITIONS OF THE AGREEMENT 1. OWNER Whenever the word Owner, or the expression Party of the First Part, or First Party, are used in this con- tract, it shall be understood as referring to the City of Lubbock, Texas. 2. CONTRACTOR 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: ALL TEXAS BUILDERS, 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 JERRY SMITH, DIRECTOR OF BUILDING SERVICES, City of Lubbock, under whose supervision these contract documents, including the plans and specifications, were prepared, and who will inspect construc- tions; or to such other representative, supervisor, or inspector as may be authorized by said Owner to act .in any particular under this agreement. Engineers, supervisor or inspectors will act for the owner under the direction of Owner's Representative; but shall not directly supervise the Contractor or men acting in behalf of the Contractor. 4. CONTRACT DOCUMENTS �. The contract documents shall consist of the Notice to Bidders, General Instructions to Bidders, Proposal, 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. ` Whenever in the Specifications or drawings accompanying this agreement, the terms of description of various qualities relative to finish, workmanship, or other qualities of similar kind which cannot, from their na- ture, be specifically and clearly described and specified, but are necessarily described in general terms, the fulfillment of which must depend on individual judgment, then, in all such cases, any question of the fulfillment of said Specifications shall be decided by the Owner's Representative, and said work shall be done in accordance with his interpretations of the meaning of the words, terms, or clauses defining the character of the work. 6. SUBCONTRACTOR The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for performance of work on the project contemplated by these contract documents. Owner shall have no re- sponsibility 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 r-• due Subcontractor. -24- 7. WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to him who gives the notice. 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 docu- ments. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnishsatisfactoryevidence 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 docu- ments 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. id. LAYOUT Except, as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's Layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly Locating all work in accordance with the Plans and Specifications. 11. . KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished with one copies of all Plans, 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 docu- ments. He will not be required to make exhaustive or continuous on -site 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 docu- ments, 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 on -site 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. -25- 13. LINES AND GRADES ^'~ All lines and grades shall be furnished by the Owner's Representative whenever necessary for the commence- ment 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 Con- tractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Repre- sentative 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 Representa- tive at Contractor's expense. 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative 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 Representative's estimates and findings shall be conditions precedent _ to the right of the parties hereto to arbitration or to any action on the contract, and to any rights of the Contractor to receive any money under this contract; provided, however, that should Owner's Representative render any decision or give any direction, which in the opinion of either party hereto, is not in accordance with the meaning and intent of this contract, either party may file with said Owner's Representative within 30 days his written objection to the decision or direction so rendered, and by such action may reserve the right to submit the questions so raised to arbitration as hereinafter provided. It is the intent of this Agreement that there shall be no delay in the execution of the work, therefore, written decisions or direc- tion of the Owner's Representative as rendered shall be promptly carried out, and any claim arising there- from shall be thereafter adjusted to arbitration as hereinafter provided. 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 rela- tive to the execution of the work or the interpretation of the contract, specifications and plans. Should the Owner's Representative fail to make such decision within a reasonable time, an appeal to arbitration may be taken as if his decision had been rendered against the party appealing. 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 Con- tractor 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. -26- 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 Con- tractor 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 It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the na- ture and location of the work, the confirmation of the ground, the character, quality and quantity of mate- rials 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 dis- orderly, such man or men shall be discharged from the work and shall not again be employed on the work with- out the Owner's Representative's written consent. 19. CONSTRUCTION PLANT The Contractor shall provide all Labor, tools, equipment, machinery and materials necessary in the'prosecu- tion and completion of this contract where it is not otherwise specifically provided that Owner shall fur- nish 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 ob- servation, 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. -27- 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 obser- vation 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 am- ple notice as to the time each part of the work will be ready for such observation. Owner or Owner's Rep- resentative may reject any work found to be defective or not in accordance with the contract documents, re- gardless 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 Repre- sentative, be uncovered for examination at Contractor's expense. In the event that any part of the work is r— being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representa- tive 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 Representa- tive, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspec- tions, tests and approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests, inspections or 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. 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 un- suitable 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 re- build or otherwise remedy such work so that it shall be in full accordance with this contract. It is fur- ther 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 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 in- crease 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 -28- case the Owner shall make such changes or alterations as shall make useless any work already done or mate- rial 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, al- teration or addition to the work as shown on the plans and specifications or contract documents and not cov- ered by Contractor's proposal, 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 Representa- tive 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 com- menced, then the Contractor shall be paid the actual field cost of the work, plus fifteen (15%) per cent. In the event said extra work be performed and paid for under Method (C), then the provisions of this para- graph 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 Workmen's 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 mat- ters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machin- ery and equipment shall be determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall cover and com- pensate him for his profit, overhead, general superintendence and field office expense, and all other ele- ments 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 Owner's 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 Owner's Repre- sentative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and the Owner's Representative in- sists 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 arbi- tration as herein below provided. -29- 25. DISCREPANCIES AND OMISSIONS �^ it is further agreed that it is the intent of this contract that all work described in the proposal, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. 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 Owner's 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 proposal to complete the work in accordance with these plans and specifications. It is further understood that any re- quest 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 Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the progress herein speci- fied, 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 Workmen's Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workmen's Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable -- precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, his sureties and insurance carriers shall defend, indem- nify 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 sus- tained 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 subcon- tractor 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 pro- gresses, are intended as reminders to the Contractor of his duty and shall not be construed as any assump- tion of duty to supervise safety precautions by either the Contractor or any of his subcontractors. -30- 28. CONTRACTOR'S INSURANCE The Contractor shall procure and carry at his sole cost and expense through the life of this contract, in- surance protection as hereinafter specified. Such insurance shall be carried with an insurance company au- thorized 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. Comprehensive General Liability Insurance The contractor shall have Comprehensive General Liability Insurance with limits of $300,000 Bodily Injury and $300,000 Property Damage per occurrence to include: Premises and Operations Explosion & Collapse Hazard Underground Damage Hazard Products & Completed Operations Hazard Contractual Liability Independent Contractors Coverage Personal Injury (with exclusion "c" waived) 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. B. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance. The Contractor shall obtain an Owner's Protective or Contingent Public Liability Insurance policy naming the City of Lubbock as insured and the amount of such policy shall be as follows For bodily injuries, including accidental death, $500,000 per occurrence, and $100,000 for Property Damage. C. Comprehensive Automobile Liability insurance The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury $250/500,000 Property Damage $100,000 to include all owned and non -owned cars including: Employers Non -ownership Liability Hired and Non - owned Vehicles. The City is to be named as an additional insured on this policy for this specific job and copy of the endorsement doing so is to be attached to the Certificate of Insurance. D. Builder's Risk Insurance The Contractor shall obtain a Builder's Risk policy in the amount of (100% of poten- tial loss) naming the City of Lubbock as insured. -31- . E. Excess or Umbrella Liability Insurance �^ The Contractor shall have Excess or Umbrella Liability Insurance in the amount of ($1,000,000 minimum) with coverage to correspond with Comprehensive General Liability and Comprehen- sive Automobile Liability coverages. 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. F. Worker's Compensation and Employers Liability Insurance As required by State statute covering all employees whether employed by the Contractor or any Sub- contractor on the job with Employers Liability of at least $100,000 limit. G. Proof of Coverage �.- Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the insurance company setting forth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date borne by such certificate. (4) The expiration date of the policy and the limit or limits of liability thereunder on the -- date borne by such certificate. (5) A provision that the policy may be canceled only by mailing written notice to the named in- sured at the address shown in the bid specifications. (6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of the policies shown on the certificate. (7) The certificate or certificates shall be on the form (or identical copies thereof) con- tained in the job specifications. No substitute of nor amendment thereto will be accept- able. 29. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEH 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 -32- 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. 30. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The contractor shall pay all royalties and license fees, and shall provide for the use of any design, de- vice, material or process covered by letters patent or copyright by suitable legal agreement with the Paten- tee 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 speci- fied or required in these contract documents by Owner; provided, however, if choice of alternate design, de- vice, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner harm- less from any loss on account thereof. If the material or process specified or required by Owner is an in- fringement, the Contractor shall be responsible for such loss unless he promptly gives written notice to the Owner of such infringement. 31. 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 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, in- sofar 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. 32. 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. 33. 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 con- sideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of $100.00 (ONE HUNDRED DOLLARS) PER DAY, not as a penalty, but as liquidated damages -33- r- 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 com- pletion of the work described herein is reasonable time for the completion of the same, taking into consid- eration the average climatic change and conditions and usual industrial conditions prevailing in this local- ity. The amount is fixed and agreed upon by and between the Contractor and the Owner because of the impractica- bility and extreme difficulty in fixing and ascertaining actual damages the Owner would in such event sus- tain, 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. ^ 34. TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Con- tractor 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 contact, the plans and specifications, and within the time of completion designated in the proposals; 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 proposes 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 sev- eral parts. 35. EXTENSION OF TIME The Contractor agrees that he has submitted his proposal 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 ex- tension of time, submitting therewith all written justification as may required by Owner's Representative for such an extension as requested by Contractor. The Owner's Representative within ten (10) days after re- ceipt of a written request for an extension of time by the Contractor supported by all requested docu- mentation shall then submit such written request to the City Council of the City of Lubbock for their con- sideration. Should the Contractor disagree with the action of City Council on granting an extension of time, such disagreement shall be settled by arbitration as hereinafter provided. 36. 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 in- cident to such work, whether growing out of delays in securing material or workmen or otherwise. No charge -34- 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. 37. 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 proposals of- fered 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. 38. 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 perfor- mance of this contract, but such indemnity shall not apply to any claim of any kind arising out of the exis- tence or character of the work. 39. 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 proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by 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. 40. 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 de- fective 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 con- tract. 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. -35- 41. PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an applica- tion 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 par- tial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month; said statement shall also include the value of all sound ma- terials 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 per- centage due Contractor. 42. 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 in- spect the work and within said time, if the work be found to be completed or substantially completed in ac- cordance 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. 43. 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 be- fore the 31st day after the date of certificate of completion, the balance due Contractor under the terms of r— this agreement, provided he has fully performed his contractual obligations under the terms of this con- tract; 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 condi- tions (if any) of this contract or required in the specifications made a part of this contract. 44. 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 Con- tractor 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 reprove and replace it at Contractor's expense. 45. 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 -36- date of substantial completion. The Owner or the Owner's Representative shall give notice of observed de- fects with reasonable promptness. 46. 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. 47. 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 other- wise in the contract documents. 48. ARBITRATION All questions of dispute under this agreement shall be submitted to arbitration at the request of either party to the dispute. The parties may agree upon one arbitrator, otherwise, there shall be three; one named in writing by each party and the third chosen by the two arbiters selected; or if the arbiters fail to se- lect a third within ten (10) days, he shall be chosen by the District Judge, 72nd Judicial District of Texas. Each arbiter shall be a resident of the City of Lubbock. Should the party demanding arbitration fail to name an arbiter within ten (10) days of the demand, his right to arbitrate shall lapse, and the de- cision of the Owner's Representative shall be final and binding on him. should the other party fail to choose an arbiter within ten (10) days, the Owner's Representative shall appoint such arbiter. Should ei- ther party refuse or neglect to supply the arbiters with any papers or information demanded in writing, the arbiters are empowered by both parties to take Ex Parte Proceedings. The arbiters shall act with promptness. The decision of any two shall be binding on both parties to the contract, unless either or both parties shall appeal within ten (10) days from date of the award by the ar- biters, and it is hereby agreed that each party shall have the right of appeal and all proceedings shall be according to and governed by Arbitration Statutes of Texas, being Article 224, et seq., Vernon's Annotated Civil Statutes. THE DECISION OF THE ARBITERS UPON ANY QUESTION SUBMITTED TO ARBITRATION UNDER THIS CONTRACT SHALL BE A CONDITION PRECEDENT TO ANY RIGHT OF LEGAL ACTION. -37- The arbiters, if they deem the case demands it, are authorized to award the party whose contention is sus- tained, such suns as they deem proper for the time, expense and trouble incident to the appeal, and if the appeal was taken without reasonable cause, they may award damages for any delay occasioned thereby. The ar- biters shall fix their own compensation, unless otherwise provided by agreement, and shall assess the costs and charges of the arbitration upon either or both parties. The award of the arbiters must be made in writ- ing and shall not be open to objection on account of the form of proceedings or award. 49. 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 or- ders 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 sup- plies 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 com- pleted 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 com- pleted 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 newspa- per 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 Owner's 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. -38- In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety 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 sun 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 machin- ery, 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, toots, and equipment, and all materials on the ground that have not been included in payments to the Contractor and have not been incorpo- rated into the work. Thereupon, the Owner's Representative shall make an estimate of the total amount earned by the Contractor, which estimate shalt include the value of all work actually completed by said Con- tractor at the prices stated in the the attached proposal, 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 sun to cover the cost of any provisions made by the Con- tractor to carry the whole work to completion, and which cannot 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 shall be required to furnish a performance bond and payment bond in accordance with Article 5160, Vernon's Annotated Civil Statutes in the amount of 100% of the total contract price, in the event said contract price exceeds $25,000.00. If the contract price does not exceed $25,000.00, the statu- tory bonds will not be required. 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 fur- ther agreed that this contract shall not be in effect until such bonds are so furnished. 52. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special con- ditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. -39- 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 borne 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 au- thority 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 ob- serve 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 Owners 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. -40- (THIS PAGE LEFT BLANK INTENTIONALLY) CURRENT WAGE DETERMINATIONS -41- (THIS PAGE LEFT BLANK INTENTIONALLY) SPECIFICATIONS -42- (THIS PAGE LEFT BLANK INTENTIONALLY) PROJECT MANUAL MODIFICATIONS TO THE K.N. CLAPP PARTY HOUSE CITY OF LUBBOCK TISDEL AND ASSOCIATES ARCHITECTS AND ENGINEERS 3416 JOLIET AVENUE LUBBOCK, TEXAS 79413 SET NO. DIVISION 2 DEMOLITION 02070 SELECTIVE DEMOLITION . . . . . . . . . . . . . 5 DIVISION 6 WOOD AND PLASTIC 06402 INTERIOR ARCHITECTURAL WOODWORK . . . . . 7 DIVISION 7 THERMAL AND MOISTURE PROTECTION 07200 INSULATION . . . . . . . . . . . . . . . . . . 4 07900 JOINT SEALERS . . . . . . . . . . . . . . . . . 7 DIVISION 8 DOORS AND WINDOWS 08110 STEEL DOORS AND FRAMES . . . . . . . . . . . . 6 08710 FINISH HARDWARE . . . . . . . . . . . . . . . . 8 DIVISION 9 FINISHES 09200 LATH AND PLATER - STUCCO . . . . . . . . . . . 8 09250 GYPSUM DRYWALL . . . . . . . . . . . . . . . 7 09511 ACOUSTICAL PANEL CEILINGS. . . . . . . . . . . 7 09650 RESILIENT FLOORING . . . . . . . . . . . . . . 6 09900 PAINTING . . . . . . . . . . . . . . . . . . .14 DIVISION 15 MECHANICAL 15000 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL . . . . . . . . . . . . . . .14 15100 HEATING, VENTILATING AND AIR CONDITIONING. . . 5 15200 PLUMBING . . . . . . . . . . . . . . . . . . 5 DIVISION 16 ELECTRICAL 16000 ELECTRICAL . . . . . . . . . . . . . . . . . . 9 AO R_ Copyright 1990, AIA MASTERSPEC 2/90 SECTION 02070 - SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section requires the selective removal and subsequent offsite disposal of the following: 1. Portions of existing building indicated on drawings and as required to accommodate new construction. 2. Removal of interior toilet partitions as indicated on drawings. 3. Removal of doors and frames indicated "remove." 4. Removal and protection of existing materials, and equipment items indicated "salvage." B. Related work specified elsewhere: 1. Remodeling construction work and patching are included within the respective sections of specifications, including removal of materials for reuse and incorporation into remodeling or new construction. 2. Relocation of pipes, conduits, ducts, and other mechanical and electrical work is specified in other Divisions. 1.3 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Schedule indicating proposed sequence of operations for selective demolition work to Owner's Representative for review prior to start of work. Include coordination for shutoff, capping, and continuation of utility services as required, together with details for dust and noise control protection. 1. Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of Owner's on -site operations. ®" SELECTIVE DEMOLITION 02070 - 1 Copyright 1990, AIA MASTERSPEC 2/90 C. Photographs of existing conditions of structure surfaces, equipment, and adjacent improvements that might be misconstrued as damage related to removal operations. File with Owner's Representative prior to start of work. 1.4 JOB CONDITIONS A. Condition of Structures: Owner assumes no responsibility for actual condition of items or structures to be demolished. 1. Conditions existing at time of inspection for bidding purposes will be maintained by Owner insofar as practicable. However, minor variations within structure may occur by Owner's removal and salvage operations prior to start of selective demolition work. B. Partial Demolition and Removal: Items indicated to be removed but of salvageable value to Contractor may be removed from structure as work progresses. Transport salvaged items from site as they are removed. 1. Storage or sale of removed items on site will not be permitted. C. Protections: Provide temporary barricades and other forms of protection to protect Owner's personnel and general public from injury due to selective demolition work. 1. Protect from damage existing finish work that is to remain in place and becomes exposed during demolition operations. 2. Protect floors with suitable coverings when necessary. 3. Remove protections at completion of work. D. Damages: Promptly repair damages caused to adjacent facilities by demolition work. E. Traffic: Conduct selective demolition operations and debris removal to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. 1. Do not close, block, or otherwise obstruct streets, walks, or other occupied or used facilities without written permission from authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. F. Flame Cutting: Do not use cutting torches for removal until work area is cleared of flammable materials. At concealed spaces, such as interior of ducts and pipe spaces, verify SELECTIVE DEMOLITION 02070 - 2 r- Copyright 1990, AIA MASTERSPEC 2/90 condition of hidden space before starting flame -cutting operations. Maintain portable fire suppression devices during flame -cutting operations. G. Utility Services: Maintain existing utilities indicated to remain in service and protect them against damage during demolition operations. 1. Do not interrupt utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to governing authorities. 2. Maintain fire protection services during selective demolition operations. H. Environmental Controls: Use water sprinkling, temporary enclosures, and other methods to limit dust and dirt migration. Comply with governing regulations pertaining to environmental protection. 1. Do not use water when it may create hazardous or objectionable conditions such as ice, flooding, and pollution. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 PREPARATION A. General: Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of areas to be demolished and adjacent facilities to remain. 1. Cease operations and notify Owner's Representative immediately if safety of structure appears to be endangered. Take precautions to support structure until determination is made for continuing operations. 2. Cover and protect furniture, equipment, and fixtures from soilage or damage when demolition work is performed in areas where such items have not been removed. 3. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. a. Provide bypass connections as necessary to maintain continuity of service to occupied areas of building. SELECTIVE DEMOLITION 02070 - 3 Copyright 1990, AIA MASTERSPEC 2/90 Provide minimum of 72 hours advance notice to Owner if shutdown of service is necessary during changeover. 3.2 DEMOLITION A. General: Perform selective demolition work in a systematic manner. Use such methods as required to complete work indicated on Drawings in accordance with demolition schedule and governing regulations. 1. Demolish masonry in small sections. Cut masonry at junctures with construction to remain using power -driven masonry saw or hand tools; do not use power -driven impact tools. 2. Provide services for effective air and water pollution controls as required by local authorities having jurisdiction. B. If unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure both nature and extent of the conflict. Submit report to Owner's Representative in written, accurate detail. Pending receipt of directive from Owner's Representative, rearrange selective demolition schedule as necessary to continue overall job progress without undue delay. 3.3 SALVAGED MATERIALS A. Salvaged Items: Where indicated on Drawings as "Salvage - Deliver to Owner," carefully remove indicated items, clean, store, and turn over to Owner and obtain receipt. 3.4 DISPOSAL OF DEMOLISHED MATERIALS A. Remove from building site debris, rubbish, and other materials resulting from demolition operations. Transport and legally dispose off site. 1.. If hazardous materials are encountered during demolition operations, comply with applicable regulations, laws, and ordinances concerning removal, handling, and protection against exposure or environmental pollution. 2. Burning of removed materials is not permitted on project site. SELECTIVE DEMOLITION 02070 - 4 Copyright 1990, AIA MASTERSPEC 2/90 3.5 CLEANUP AND REPAIR A. General: Upon completion of demolition work, remove tools, equipment, and demolished materials from site. Remove protections and leave interior areas broom clean. 1. Repair demolition performed in excess of that required. Return elements of construction and surfaces to remain to condition existing prior to start operations. Repair adjacent construction or surfaces soiled or damaged by selective demolition work. END OF SECTION 02070 SELECTIVE DEMOLITION 02070 - 5 Copyright 1989, AIA MASTERSPEC 2/89 SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Cabinet tops (countertops). 2. Fiberglass Reinforced Polyester (FRP) wall panels. B. Related Sections: The following sections contain requirements that relate to this section: 1. Division 6 Section "Rough Carpentry" for furring, blocking, and other carpentry work that is not exposed to view. 1.3 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Product data for each type of product and process specified in this section and incorporated into items of architectural woodwork during fabrication, finishing, and installation. C. Shop drawings showing location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. 1. Apply WIC Certified Compliance Label to first page of shop drawings. D. Samples for initial selection purposes of the following in form of manufacturer's color charts consisting of actual units or sections of units showing full range of colors, textures, and patterns available for each type of material indicated. 1. Plastic laminate. INTERIOR ARCHITECTURAL WOODWORK 06402 - 1 Copyright 1989, AIA MASTERSPEC 2/89 E. Product certificates signed by woodwork manufacturer certifying that products comply with specified requirements. F. Qualification data for firms and persons specified in "Quality Assurance" article to demonstrate their capabilities and experience. Include list of completed projects with project names, addresses, names of Architects and Owners, and other information specified. 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications: Firm experienced in successfully producing architectural woodwork similar to that indicated for this Project, with sufficient production capacity to produce required units without causing delay in the Work. B. Installer Qualifications: Arrange for installation of architectural woodwork by a firm that can demonstrate successful experience in installing architectural woodwork items similar in type and quality to those required for this project. C. AWI Quality Standard: Comply with applicable requirements of "Architectural Woodwork Quality Standards" published by the ►- Architectural Woodwork Institute (AWI) except as otherwise indicated. 1.5 DELIVERY, STORAGE, AND HANDLING A. Protect woodwork during transit, delivery, storage, and handling to prevent damage, soilage, and deterioration. B. Do not deliver woodwork until painting, wet work, grinding, and similar operations that could damage, soil, or deteriorate woodwork have been completed in installation areas. If woodwork must be stored in other than installation areas, store only in areas whose environmental conditions meet requirements specified in "Project Conditions." 1.6 PROJECT CONDITIONS A. Environmental Conditions: Obtain and comply with Woodwork .. Manufacturer's and Installer's coordinated advice for optimum temperature and humidity conditions for woodwork during its storage and installation. Do not install woodwork until these conditions have been attained and stabilized so that woodwork is within plus or minus 1.0 percent of optimum moisture INTERIOR ARCHITECTURAL WOODWORK 06402 - 2 Copyright 1989, AIA MASTERSPEC 2/89 content from date of installation through remainder of construction period. B. Field Measurements: Where woodwork is indicated to be fitted to other construction, check actual dimensions of other construction by accurate field measurements before manufacturing woodwork; show recorded measurements on final shop drawings. Coordinate manufacturing schedule with construction progress to avoid delay of Work. 1. Where field measurements cannot be made without delaying the Work, guarantee dimensions and proceed with manufacture of woodwork without field measurements. Coordinate other construction to ensure that actual dimensions correspond to guaranteed dimensions. PART 2 - PRODUCTS 2.1 HIGH PRESSURE DECORATIVE LAMINATE MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering high pressure decorative laminates which may be incorporated in the work include but are not limited to the following: 1. Formica Corp. 2. Laminart. 3. Micarta Div., Westinghouse Electric Corp. 4. Nevamar Corp. 5. Ralph Wilson Plastics Co. 6. Sterling Engineered Products, Inc. 2.2 MATERIALS A. General: Provide materials that comply with requirements of the AWI woodworking standard for each type of woodwork and quality grade indicated and, where the following products are part of woodwork, with requirements of the referenced product standards, that apply to product characteristics indicated: 1. High Pressure Laminate: NEMA LD 3. 2. Softwood Plywood: PS 1. B. FRP Wall Panelling: Shall be 41x 81x 3/3211, equal to Marlite Brand Fiberglass Reinforced Polyester panels with harmonizing moldings. Marlite brand adhesive and sealant as supplied by the Commercial Division, Masonite Corporation, Dover, Ohio. INTERIOR ARCHITECTURAL WOODWORK 06402 - 3 Copyright 1989, AIA MASTERSPEC 2/89 2.3 FABRICATION, GENERAL A. Wood Moisture Content: Comply with requirements of referenced quality standard for moisture content of lumber in relation to relative humidity conditions existing during time of fabrication and in installation areas. B. Fabricate woodwork to dimensions, profiles, and details indicated. C. Complete fabrication, including assembly, finishing, and hardware application, before shipment to project site to maximum extent possible. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. D. Factory -cut openings, to maximum extent possible, to receive hardware, appliances, plumbing fixtures, electrical work, and similar items. Locate openings accurately and use templates or roughing -in diagrams to produce accurately sized and shaped openings. Smooth edges of cutouts and, where located in countertops and similar exposures, seal edges of cutouts with a water-resistant coating. 2.4 ARCHITECTURAL CABINET TOPS (COUNTERTOPS) A. Quality Standard: Comply with AWI Section 400 and its Division 400C. B. Type of Top: High pressure decorative laminate complying with the following: 1. Grade: Custom. ~� 2. Laminate Cladding for Horizontal Surface: High pressure decorative laminate as follows: a. Colors, Patterns, and Finishes: Provide materials and products that result in colors and textures of exposed laminate surfaces complying with the following requirements: 1) Provide selections made by Architect from manufacturer's full range of standard colors and finishes in the following categories: a) Solid colors. b) Wood grains. c) Patterns. INTERIOR ARCHITECTURAL WOODWORK 06402 - 4 Copyright 1989, AIA MASTERSPEC 2/89 b. Grade: GP-50 (0.050-inch nominal thickness). C. Grade: PF-42 (0.042-inch nominal thickness). d. Grain Direction: Parallel to longest dimension. 3. Edge Treatment: Same as laminate cladding on horizontal surfaces. 2.5 FASTENERS AND ANCHORS A. Screws: Select material, type, size, and finish required for each use. Comply with FS FF-S-111 for applicable requirements. 1. For metal framing supports, provide screws as recommended by metal framing manufacturer. B. Nails: Select material, type, size, and finish required for each use. Comply with FS FF-N-105 for applicable requirements. C. Anchors: Select material, type, size, and finish required by each substrate for secure anchorage. Provide nonferrous metal or hot -dip galvanized anchors and inserts on inside face of exterior walls and elsewhere as required for corrosion resistance. Provide toothed steel or lead expansion bolt devices for drilled -in -place anchors. Furnish inserts and anchors, as required, to be set into concrete or masonry work for subsequent woodwork anchorage. PART 3 - EXECUTION 3.1 PREPARATION A. Condition woodwork to average prevailing humidity conditions in installation areas before installing. B. Deliver concrete inserts and similar anchoring devices to be built into substrates well in advance of time substrates are to be built. C. Before installing architectural woodwork, examine shop - fabricated work for completion and complete work as required, including back priming and removal of packing. 3.2 INSTALLATION INTERIOR ARCHITECTURAL WOODWORK 06402 - 5 r- Copyright 1989, AIA MASTERSPEC 2/89 A. Quality Standard: Install woodwork to comply with AWI Section 1700 for same grade specified in Part 2 of this section for type of woodwork involved. B. Install woodwork plumb, level, true, and straight with no distortions. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 8'-0" for plumb and level (including tops) and with no variations in flushness of adjoining surfaces. C. Scribe and cut woodwork to fit adjoining work and refinish cut surfaces or repair damaged finish at cuts. D. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation. Except where prefinished matching fastener heads are required, use fine finishing nails for exposed nailing, countersunk and filled flush with woodwork and matching final finish where transparent finish is indicated. E. Tops: Anchor securely to base units and other support systems as indicated. F. Paneling: Anchor paneling to supporting substrate with concealed panel -hanger clips and adhesive. Install panelling and moldings in strict accordance with manufacturer's printed .., instructions. Do not face nail. G. Complete the finishing work specified in this section to whatever extent not completed at shop or before installation of woodwork. 3.3 ADJUSTMENT AND CLEANING A. Repair damaged and defective woodwork where possible to eliminate defects functionally and visually; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance. B. Clean woodwork on exposed and semiexposed surfaces. Touch up factory -applied finishes to restore damaged or soiled areas. 3.4 PROTECTION A. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensures that INTERIOR ARCHITECTURAL WOODWORK 06402 - 6 Copyright 1989, AIA MASTERSPEC 2/89 woodwork is being without damage or deterioration at time of Substantial Completion. END OF SECTION 06402 INTERIOR ARCHITECTURAL WOODWORK 06402 - 7 Copyright 1985, AIA MASTERSPEC - Basic 11/85 SECTION 07200 - INSULATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.2 DESCRIPTION OF WORK: A. Extent of insulation work is shown on drawings and indicated by provisions of this section. B. Applications of insulation specified in this section include the following: 1. Blanket -type building insulation. a. Above suspended acoustical ceilings. 1.3 QUALITY ASSURANCE: A. Thermal Resistivity: Where thermal resistivity properties of insulation materials are designated by r-values they represent the rate of heat flow through a homogenous material exactly 1" thick, measured by test method included in referenced material standard or otherwise indicated. They are expressed by the temperature difference in degrees F between the two exposed faces required to cause one BTU to flow through one square foot per hour at mean temperatures indicated. B. Fire Performance Characteristics: Provide insulation materials which are identical to those whose fire performance characteristics, as listed for each material or assembly of which insulation is a part, have been determined by testing, per methods indicated below, by UL or other testing and inspecting agency acceptable to authorities having jurisdiction. 1. Surface Burning Characteristics: ASTM E 84. 2. Fire Resistance Ratings: ASTM E 119. 3. Combustion Characteristics: ASTM E 136. INSULATION 07200 - 1 Copyright 1985, AIA MASTERSPEC - Basic 11/85 1.4 SUBMITTALS: A. Product Data: Submit manufacturer's product literature and installation instructions for each type of insulation and vapor retarder material required. B. Certified Test Reports: With product data, submit copies of certified test reports showing compliance with specified performance values, including r-values (aged values for plastic insulations), densities, compression strengths, fire performance characteristics, perm ratings, water absorption ratings and similar properties. 1.5 DELIVERY, STORAGE, AND HANDLING: A. General Protection: Protect insulations from physical damage and from becoming wet, soiled, or covered with ice or snow. Comply with manufacturer's recommendations for handling, storage and protection during installation. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS: A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products which may be incorporated in the work include, but are not limited to, the following: 1. Manufacturers of Glass Fiber Insulation: a. CertainTeed Corp. b. Knauf Fiber Glass GmbH. C. Manville Corp. d. Owens-Corning Fiberglas Corp. 2.2 INSULATING MATERIALS: A. General: Provide insulating materials which comply with requirements indicated for materials, compliance with referenced standards, and other characteristics. 1. Performed Units: Sizes to fit applications indicated, selected from manufacturer's standard thicknesses, widths and lengths. INSULATION 07200 - 2 Copyright 1985, AIA MASTERSPEC - Basic 11/85 B. Unfaced Mineral Fiber Blanket/Batt Insulation: Thermal ,_. insulation produced by combining mineral fibers of type described below with thermosetting resins to comply with ASTM C 665 for Type I (blankets without membrane facing); and as follows: 1. Mineral Fiber Type: Fibers manufactured from glass. 2. Combustion Characteristics: Passes ASTM E 136 test. ^- 3. Surface Burning Characteristics: Maximum flame spread and smoke developed values of 25 and 50, respectively. 4. Thermal Resistance: 6" Batts - R 19. PART 3 - EXECUTION 3.1 INSPECTION AND PREPARATION: A. Require Installer to examine substrates and conditions under which insulation work is to be performed. A satisfactory substrate is one that complies with requirements of the section in which substrate and related work is specified. Obtain Installer's written report listing conditions detrimental to performance of work in this section. Do not proceed with installation of insulation until unsatisfactory conditions have been corrected. B. Clean substrates of substances harmful to insulations or vapor retarders, including removal of projections which might puncture vapor retarders. 3.2 INSTALLATION, GENERAL: A. Comply with manufacturer's instructions for particular conditions of installation in each case. If printed instructions are not available or do not apply to project conditions, consult manufacturer's technical representative for specific recommendations before proceeding with work. B. Extend insulation full thickness as shown over entire area to be insulated. Cut and fit tightly around obstructions, and fill voids with insulation. Remove projections which interfere with placement. C. Apply a single layer of insulation of required thickness. D. Location of insulating materials: Install types of insulation products as follows: INSULATION 07200 - 3 Copyright 1985, AIA MASTERSPEC - Basic 11/85 1. Unfaced mineral Fiber Blanket/Batt Insulation: Above suspended acoustical as scheduled on the drawings and where indicated. 3.3 INSTALLATION OF GENERAL BUILDING INSULATION: A. Apply insulation units to substrate by method indicated, complying with manufacturer's recommendations. If no specific method is indicated, bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units. B. Stuff blanket glass fiber insulation into miscellaneous voids and cavity spaces to provide 100% coverage. 3.4 PROTECTION: A. General: Protect installed insulation and vapor retarders from harmful weather exposures and from possible physical abuses, where possible by nondelayed installation of concealing work or, where that is not possible, by temporary covering or enclosure. END OF SECTION 07200 INSULATION 07200 - 4 Copyright 1987, AIA MASTERSPEC 8/87 SECTION 07900 - JOINT SEALERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General ,- and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY: A. Extent of each form and type of joint sealer is indicated on drawings and schedules. B. This Section includes joint sealers for the following .. locations: 1. Exterior joints in vertical surfaces and nontraffic horizontal surfaces as indicated below. a. Perimeter joints between wall materials and frames of doors and windows. b. Control and expansion joints in ceiling and overhead surfaces. C. Other joints as indicated. 2. Interior joints in vertical surfaces and horizontal nontraffic surfaces as indicated below: a. Control and expansion joints on exposed interior surfaces of exterior walls. b. Perimeter joints of exterior openings where indicated. C. Perimeter joints between interior wall surfaces and frames of interior doors and windows. d. Perimeter joints of toilet fixtures. e. Other joints as indicated. C. Sealants for glazing purposes are specified in Division-8 Section "Glass and Glazing." 1.3 SYSTEM PERFORMANCES: A. Provide joint sealers that have been produced and installed to establish and maintain watertight and airtight continuous seals. JOINT SEALERS 07900 - 1 Copyright 1987, AIA MASTERSPEC 8/87 1.4 SUBMITTALS: A. Product Data from manufacturers for each joint sealer product required, including instructions for joint preparation and joint sealer application. B. Samples for Initial Selection Purposes: Manufacturer's standard bead samples consisting of strips of actual products showing full range of colors available, for each product exposed to view. C. Samples for verification purposes of each type and color of joint sealer required. Install joint sealer samples in 1/2 inch wide joints formed between two 6 inch long strips of material matching the appearance of exposed surfaces adjacent to joint sealers. D. Certificates from manufacturers of joint sealers attesting that their products comply with specification requirements and are suitable for the use indicated. E. Qualification data complying with requirements specified in "Quality Assurance" article. Include list of completed projects with project name, addresses, names of Architects and Owners, plus other information specified. F. Compatibility and adhesion test reports from elastomeric sealant manufacturer indicating that materials forming joint substrates and joint sealant backings have been tested for compatibility and adhesion with joint sealants. Include sealant manufacturer's interpretation of test results relative to sealant performance and recommendations for primers and substrate preparation needed to obtain adhesion. G. Product test reports for each type of joint sealers indicated, evidencing compliance with requirements specified. H. Preconstruction field test reports indicating which products and joint preparation methods demonstrated acceptable adhesion to joint substrates. 1.5 QUALITY ASSURANCE: A. Installer Qualifications: Engage an Installer who has successfully completed within the last 3 years at least 3 joint sealer applications similar in type and size to that of this Project. JOINT SEALERS 07900 - 2 Copyright 1987, AIA MASTERSPEC 8/87 B. Testing Laboratory Qualifications: To qualify for acceptance, an independent testing laboratory must demonstrate to Architect's satisfaction, based on evaluation of laboratory - submitted criteria conforming to ASTM E 699, that it has the experience and capability to conduct satisfactorily the testing indicated without delaying progress of the Work. C. Single Source Responsibility for Joint Sealer Materials: Obtain joint sealer materials from a single manufacturer for each different product required. 1.6 DELIVERY, STORAGE, AND HANDLING: A. Deliver materials to Project site in original unopened containers or bundles with labels informing about manufacturer, product name and designation, color, expiration period for use, pot life, curing time, and mixing instructions for multicomponent materials. B. Store and handle materials in compliance with manufacturers' recommendations to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes. 1.7 PROJECT CONDITIONS: A. Environmental Conditions: Do not proceed with installation of joint sealers under the following conditions: 1. When ambient and substrate temperature conditions are outside the limits permitted by joint sealer manufacturers. 2. When ambient and substrate temperature conditions are outside the limits permitted by joint sealer manufacturer or below 40 deg F (4.4 deg C). 3. When joint substrates are wet due to rain, frost, condensation, or other causes. B. Joint Width Conditions: Do not proceed with installation of joint sealers where joint widths are less than allowed by joint sealer manufacturer for application indicated. C. Joint Substrate Conditions: Do not proceed with installation of joint sealers until contaminants capable of interfering with their adhesion are removed from joint substrates. 1.8 SEQUENCING AND SCHEDULING: JOINT SEALERS 07900 - 3 Copyright 1987, AIA MASTERSPEC 8/87 A. Sequence installation of joint sealers to occur not less than 21 nor more than 30 days after completion of waterproofing, unless otherwise indicated. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL: A. Compatibility: Provide joint sealers, joint fillers and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience._ B. Colors: Provide color of exposed joint sealers indicated or, if not otherwise indicated, as selected by Architect from manufacturer's standard colors. 2.2 ELASTOMERIC JOINT SEALANTS: A. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing, elastomeric sealant of base polymer indicated which complies with ASTM C 920 requirements, including those referenced for Type, Grade, Class, and Uses. B. One -Part Polysulfide Sealant: Type S; Grade NS; Class 12- 1/2; Uses NT, M, G, A, and, as applicable to joint substrates indicated, O. C. Products: Subject to compliance with requirements, provide one of the following: 1. One -Part Polysulfide Sealant: a. "Chem -Calk 100"; Bostik Construction Products Div. b. 11GC-9 Synthacalk"; Pecora Corp. C. "PRC Rubber Calk 7000"; Product Research & Chemical Corp. 2.3 JOINT SEALANT BACKING: A. General: Provide sealant backings of material and type which are nonstaining; are compatible with joint substrates, sealants, primers and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. JOINT SEALERS 07900 - 4 Copyright 1987, AIA MASTERSPEC 8/87 r- B. Plastic Foam Joint Fillers: Preformed, compressible, resilient, nonwaxing, nonextruding strips of flexible, nongassing plastic foam of material indicated below; nonabsorbent to water and gas; and of size, shape and density to control sealant depth and otherwise contribute to producing optimum sealant performance. 1. Either open -cell polyurethane foam or closed -cell polyethylene foam, unless otherwise indicated, subject to approval of sealant manufacturer, for cold -applied sealants only. 2.4 MISCELLANEOUS MATERIALS: A. Primer: Provide type recommended by joint sealer manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint sealer - substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Provide nonstaining, chemical cleaners of type which are acceptable to manufacturers of sealants and sealant backing materials, which are not harmful to substrates and adjacent nonporous materials, and which do not leave oily residues or otherwise have a detrimental effect on sealant adhesion or in-service performance. PART 3 - EXECUTION 3.1 EXAMINATION: A. Examine joints indicated to receive joint sealers, with Installer present, for compliance with requirements for joint configuration, installation tolerances and other conditions affecting joint sealer performance. Do not proceed with .. installation of joint sealers until unsatisfactory conditions have been corrected. 3.2 PREPARATION: A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealers to comply with recommendations of joint sealer manufacturers and the following requirements: 1. Remove all foreign material from joint substrates which could interfere with adhesion of joint sealer, including JOINT SEALERS 07900 - 5 Copyright 1987, AIA MASTERSPEC 8/87 dust; paints, except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer; old joint sealers; oil; grease; waterproofing; water repellants; water; surface dirt; and frost. 2. Clean concrete, masonry and similar porous joint substrate surfaces, by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealers. Remove loose particles remaining from above cleaning operations by vacuuming or blowing out joints with oil -free compressed air. 3. Remove laitance and form release agents from concrete. 4. Clean metal, glass, porcelain enamel, glazed surfaces of ceramic tile; and other nonporous surfaces by chemical cleaners or other means which are not harmful to substrates or leave residues capable of interfering with adhesion of joint sealers. B. Joint Priming: Prime joint substrates where indicated or where recommended by joint sealer manufacturer based on preconstruction joint sealer -substrate tests or prior experience. Apply primer to comply with joint sealer manufacturer's recommendations. Confine primers to areas of joint sealer bond, do not allow spillage or migration onto adjoining surfaces. 3.3 INSTALLATION OF JOINT SEALERS: A. General: Comply with joint sealer manufacturers' printed installation instructions applicable to products and applications indicated, except where more stringent requirements apply. B. Installation of Sealant Backings: Install sealant backings to comply with the following requirements: 1. Install joint fillers of type indicated to provide support of sealants during application and at position required to produce the cross -sectional shapes and depths of installed sealants relative to joint widths which allow optimum sealant movement capability. a. Do not leave gaps between ends of joint fillers. b. Do not stretch, twist, puncture, or tear joint fillers. C. Remove absorbent joint fillers which have become wet prior to sealant application and replace with dry material. JOINT SEALERS 07900 - 6 Copyright 1987, AIA MASTERSPEC 8/87 C. Installation of Sealants: Install sealants by proven .- techniques that result in sealants directly contacting and fully wetting joint substrates, completely filling recesses provided for each joint configuration, and providing uniform, cross -sectional shapes and depths relative to joint widths which allow optimum sealant movement capability. 3.4 CLEANING: A. Clean off excess sealants or sealant smears adjacent to joints as work progresses by methods and with cleaning materials approved by manufacturers of joint sealers and of products in which joints occur. 3.5 PROTECTION: A. Protect joint sealers during and after curing period from contact with contaminating substances or from damage resulting from construction operations or other causes so that they are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealers immediately and reseal joints with new materials to produce joint sealer installations with repaired areas indistinguishable from original work. END OF SECTION 07900 JOINT SEALERS 07900 - 7 Copyright 1984, AIA MASTERSPEC - Basic 5/84 SECTION 08110 - STEEL DOORS AND FRAMES PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.2 DESCRIPTION OF WORK: A. Extent of standard steel doors and frames is indicated and scheduled on drawings. B. Finish hardware is specified elsewhere in Division-8. 1.3 QUALITY ASSURANCE: A. Provide doors and frames complying with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SDI-100) and as herein specified. 1.4 SUBMITTALS: A. Product Data: Submit manufacturer's technical product data substantiating that products comply with requirements. B. Shop Drawings: Submit for fabrication and installation of steel doors and frames. Include details of each frame type, elevations of door design types, conditions at openings, details of construction, location and installation requirements of finish hardware and reinforcements, and details of joints and connections. Show anchorage and accessory items. 1. Provide schedule of, doors and frames using same reference numbers for details and openings as those on contract drawings. 2. Indicate coordinate of glazing frames and stops with glass and glazing requirements. 1.5 DELIVERY, STORAGE AND HANDLING: STEEL DOORS AND FRAMES 08110 - 1 Copyright 1984, AIA MASTERSPEC - Basic 5/84 A. Deliver hollow metal work cartoned or crated to provide protection during transit and job storage. Provide additional sealed plastic wrapping for factory finished doors. B. Inspect hollow metal work upon delivery for damage. Minor damages may be repaired provided refinished items are equal in all respects to new work and acceptable to Architect; otherwise, remove and replace damaged items as directed. C. Store doors and frames at building site under cover. Place units on minimum 4" high wood blocking. Avoid use of non - vented plastic or canvas shelters which could create humidity chamber. If cardboard wrapper on door becomes wet, remove carton immediately. Provide 1/4" spaces between stacked doors to promote air circulation. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS: A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering steel doors and frames which may be incorporated in the work include; but are not limited to, the following: 1. Steel Doors and Frames, (General): a. Allied Steel Products, Inc. b. Anweld/Div. American Welding & Mfg. Co. c . Ceco Corp. d. Copco Door Co. e. Curries Mfg., Inc. f. Dittco Products, Inc. g. Fenestra Corp. h. Kewanee Corp. i. Mesker Industries, Inc. j. Pioneer Bldrs. Products Corp./Div. CORE Industries, Inc. k. Steelcraft/Div. American Standard Co. 1. Trussbilt, Inc. M. Republic Builders Products Corp./Subs. Republic Steel. 2.2 MATERIALS: P.-A. Hot -Rolled Steel Sheets and Strip: Commercial quality carbon ^^ STEEL DOORS AND FRAMES 08110 - 2 Copyright 1984, AIA MASTERSPEC - Basic 5/84 2.3 steel, pickled and oiled, complying with ASTM A 569 and ASTM A 568. B. Cold -Rolled Steel Sheets: Commercial quality carbon steel, complying with ASTM A 366 and ASTM A 568. C. Galvanized Steel Sheets: Zinc -coated carbon steel sheets of commercial quality, complying with ASTM A 526, with ASTM A 525, G60 zinc coating, mill phosphatized. D. Supports and Anchors: Fabricate of not less than 18 gage galvanized sheet steel. E. Inserts, Bolts, and Fasteners: Manufacturer's standard units, except hot -dip galvanize items to be built into exterior walls, complying with ASTM A 153, Class C or D as applicable. F. Shop Applied Paint: 1. Primer: Rust -inhibitive enamel or paint, either air - drying or baking, suitable as a base for specified finish paints. FABRICATION, GENERAL: A. Fabricate steel door and frame units to be rigid, neat in appearance and free from defects, warp or buckle. Wherever practicable, fit and assemble units in manufacturer's plant. Clearly identify work that cannot be permanently factory - assembled before shipment, to assure proper assembly at project site. Comply with SDI-100 requirements as follows: 1. Interior Doors: SDI-100, Grade II, heavy-duty, Model 1, minimum 18-gage faces. 2. Exterior Doors: SDI-100, Grade III, extra heavy-duty, Model 2, minimum 16-gage faces. B. Fabricate exposed faces of doors and panels, including stiles and rails of nonflush units, from only cold -rolled steel. C. Fabricate frames, concealed stiffeners, -reinforcement, edge channels, louvers and moldings from either cold -rolled or hot - rolled steel (at fabricator's option). D. Fabricate exterior doors, panels, and frames from galvanized sheet steel. Close top and bottom edges of exterior doors as integral part of door construction or by addition of minimum 16-gage inverted steel channels. STEEL DOORS AND FRAMES 08110 - 3 Copyright 1984, AIA MASTERSPEC - Basic 5/84 E. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat Phillips heads for exposed screws and bolts. F. Thermal -Rated (Insulating) Assemblies: 1. At exterior locations and elsewhere as shown or scheduled, provide doors which have been fabricated as thermal insulating door and frame assemblies and tested in accordance with ASTM C 236. a. Unless otherwise indicated, provide thermal -rated assemblies with U factor of 0.24 Btu/ (hr x ft sq x degrees F) or better. 2. Finish Hardware Preparation: Prepare doors and frames to receive mortised and concealed finish hardware in accordance with final Finish Hardware Schedule and templates provided by hardware supplier. Comply with ^�^ applicable requirements of ANSI A115 series specifications for door and frame preparation for hardware. a. For concealed overhead door closers, provide space, cutouts, reinforcing and provisions for fastening in top rail of doors or head of frames, as applicable. 3. Reinforce doors and frames to receive surface -applied hardware. Drilling and tapping for surface -applied finish hardware may be done at project site. 4. Locate finish hardware as indicated on final shop drawings or, if not indicated, in accordance with "Recommended Locations for Builder's Hardware", published by Door and Hardware Institute. G. Shop Painting: 1. Clean, treat, and paint exposed surfaces of steel door and frame units, including galvanized surfaces. 2. Clean steel surfaces of mill scale, rust, oil, grease, dirt, and other foreign materials before application of paint. 3. Apply shop coat of prime paint of even consistency to provide a uniformly finished surface ready to receive finish paint. 4. Apply finish coat to doors indicated as prefinished by electrostatically spraying and baking, to produce a paint thickness of 1.25 mils. 2.4 STANDARD STEEL DOORS: STEEL DOORS AND FRAMES 08110 - 4 Copyright 1984, AIA MASTERSPEC - Basic 5/84 A. Provide metal doors of types and styles indicated on drawings or schedules. 2.5 STANDARD STEEL FRAMES: A. Provide metal frames for doors, transoms, sidelights, borrowed lights, and other openings, of types and styles as shown on drawings and schedules. Conceal fastenings, unless otherwise indicated. Fabricate frames of minimum 16-gage cold -rolled furniture steel. 1. Fabricate frames with mitered corners, welded construction for exterior applications and knocked -down for field assembly at interior applications. 2. Form exterior frames of hot -dip galvanized steel. B. Door Silencers: Except on weatherstripped frames, drill stops to receive 3 silencers on strike jambs of single -swing frames and 2 silencers on heads of double -swing frames. C. Plaster Guards: Provide 26 gage steel plaster guards or mortar boxes, welded to frame, at back of finish hardware cutouts where mortar or other materials might obstruct hardware operation and to close off interior of openings. PART 3 - EXECUTION 3.1 INSTALLATION: A. General: Install standard sheet doors, frames, and accessories in accordance with final shop drawings, manufacturer's data, and as herein specified. B. Placing Frames: Comply with provisions of SDI-105 "Recommended Erection Instructions For Steel Frames", unless otherwise indicated. 1. Except for frames located at in -place concrete or masonry and at drywall installations, place frames prior to construction of enclosing walls and ceilings. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is completed, remove temporary braces and spreaders leaving surfaces smooth and undamaged. 2. In masonry construction, locate 3 wall anchors per jamb at hinge and strike levels. STEEL DOORS AND FRAMES 08110 - 5 Copyright 1984, AIA MASTERSPEC - Basic 5/84 3. At in -place concrete or masonry construction, set frames and secure to adjacent construction with machine screws and masonry anchorage devices. 4. In wood stud partitions, install at least 3 wall anchors per jamb at hinge and strike levels. C. Door Installation: 1. Fit hollow metal doors accurately in frames, within clearances specified in SDI-100. 2. Place fire -rated doors with clearances as specified in NFPA Standard No. 80. 3.2 ADJUST AND CLEAN: A. Prime Coat Touch -Up: Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touch-up of compatible air -drying primer. B. Protection Removal: Immediately prior to final inspection, remove protective plastic wrappings from prefinished doors. C. Final Adjustments: Check and readjust operating finish hardware items, leaving steel doors and frames undamaged and in complete and proper operating condition. END OF SECTION 08110 STEEL DOORS AND FRAMES 08110 - 6 Copyright 1984, AIA MASTERSPEC - Basic 5/84 SECTION 08710 - FINISH HARDWARE PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.2 DESCRIPTION OF WORK: A. Definition: "Finish Hardware" includes items known commercially as finish hardware which are required for swing, sliding and folding doors, except special types of unique and non -matching hardware specified in the same section as the door and door frame. B. Extent of finish hardware required is indicated on drawings and in schedules. 1.3 QUALITY ASSURANCE: A. Manufacturer: Obtain each type of hardware (latch and lock sets, hinges, closers, etc.) from a single manufacturer, although several may be indicated as offering products complying with requirements. B. Supplier: A recognized architectural finish hardware supplier, with warehousing facilities, who has been furnishing hardware in the project's vicinity for a period of not less than 2 years, and who is, or who employs an experienced architectural hardware consultant who is available, at reasonable times during the course of the work, for consultation about project's hardware requirements, to Owner, Architect and Contractor. 1.4 SUBMITTALS: A. Product Data: Submit manufacturers technical product data for each item of hardware in accordance with Division-1 section "Submittals". Include whatever information may be necessary to show compliance with requirements, and include instructions for installation and for maintenance of operating parts and finishes. FINISH HARDWARE 08710 1 Copyright 1984, AIA MASTERSPEC - Basic 5/84 B. Hardware Schedule: Submit final hardware schedule in manner indicated below. Coordinate hardware with doors, frames and related work to ensure proper size, thickness, hand, function and finish of hardware. 1. Final Hardware Schedule Content: Based on finish hardware indicated, organize hardware schedule into "hardware sets" indicating complete designations of every item required for each door or opening. Include the following information: - a. Type, style, function, size and finish of each hardware item. b. Name and manufacturer of each item. C. Fastenings and other pertinent information. d. Location of hardware set cross-referenced to indications on Drawings both on floor plans and in door and frame schedule. e. Explanation of all abbreviations, symbols, codes, etc. contained in schedule. f. Mounting locations for hardware. g. Door and frame sizes and materials. h. Keying information. 2. Submittal Sequence: Submit schedule at earliest possible date particularly where acceptance of hardware schedule must precede fabrication of other work (e.g., hollow metal frames) which is critical in the project construction schedule. Include with schedule the product data, samples, shop drawings of other work affected by finish hardware, and other information essential to the coordinated review of hardware schedule. 3. Keying Schedule: Submit separate detailed schedule indicating clearly how the Owner's final instructions on keying of locks has been fulfilled. C. Templates: Furnish hardware templates to each fabricator of doors, frames and other work to be factory -prepared for the installation of hardware. Upon request, check shop drawings of such other work, to confirm that adequate provisions are made for proper location and installation of hardware. 1.5 PRODUCT HANDLING: A. Tag each item or package separately, with identification related to final hardware schedule, and include basic installation instructions with each item or package. B. Packaging of hardware is responsibility of supplier. As FINISH HARDWARE 08710 - 2 Copyright 1984, AIA MASTERSPEC - Basic 5/84 material is received by hardware supplier from various manufacturers, sort and repackage in containers clearly marked with appropriate hardware set number to match set numbers of approved hardware schedule. Two or more identical sets may be packaged in same container. C. Inventory hardware jointly with representatives of hardware supplier and hardware installer until each is satisfied that count is correct. D. Deliver individually packaged hardware items at the proper times to the proper locations (shop or project site) for installation. E. Provide secure lock -up for hardware delivered to the project, but not yet installed. Control handling and installation of hardware items which are not immediately replaceable, so that completion of the work will not be delayed by hardware losses, both before and after installation. PART 2 - PRODUCTS 2.1 SCHEDULED HARDWARE: A. Requirements for design, grade, function, finish, size and other distinctive qualities of each type of finish hardware is indicated in the Finish Hardware Data Sheet and Hardware Schedule at the end of this section. Products are identified by using hardware designation numbers of the following: 1. Manufacturer's Product Designations: One or more manufacturers are listed for each hardware type required. The manufacturer's name is used in the Hardware Schedule for purposes of establishing minimum requirements. Provide either the product designated, or, the comparable product of one of the other manufacturers which comply with requirements including those specified elsewhere in this section. 2.2 MATERIALS AND FABRICATION: A. General: 1. Hand of door: Drawings show direction of slide, swing or hand of each door leaf. Furnish each item of hardware for proper installation and operation of door movement as shown. FINISH HARDWARE 08710 - 3 Copyright 1984, AIA MASTERSPEC - Basic 5/84 2. Manufacturer's Name Plate: Do not use manufacturer's products which have manufacturer's name or trade name displayed in a visible location (omit removable nameplates), except in conjunction with required UL labels and as otherwise acceptable to Architect. a. Manufacturer's identification will be permitted on rim of lock cylinders only. 3. Fasteners: Provide hardware manufactured to conform to published templates, generally prepared for machine screw installation. Do not provide hardware which has been prepared for self -tapping sheet metal screws, except as specifically indicated. 4. Furnish screws for installation, with each hardware item. Provide Phillips flat -head screws except as otherwise indicated. Finish exposed (exposed under any condition) screws to match hardware finish or, if exposed in surfaces of other work, to match finish of such other work as closely as possible, including "prepared for paint" in surfaces to receive painted finish. 5. Provide concealed fasteners for hardware units which are exposed when door is closed, except to extent no standard units of type specified are available with concealed fasteners. Do not use thru-bolts for installation where bolt head or nut on opposite face is exposed in other work, except where it is not feasible to adequately reinforce the work. In such cases, provide sleeves for each thru-bolt or use sex screw fasteners. 2.3 HINGES, BUTTS AND PIVOTS: A. Templates: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and frames, provide only template- produced units. B. Screws: Furnish Phillips flat -head or machine screws for installation of units, except furnish Phillips flat -head or wood screws for installation of units into wood. Finish screw heads to match surface of hinges or pivots. C. Hinge Pins: Except as otherwise indicated, provide hinge pins as follows: 1. Steel Hinges: Steel pins. r-^ 2. Exterior Doors: Non -removable pins. 3. Interior Doors: Non -rising pins. 4. Tips: Flat button and matching plug, finished to match leaves, except where hospital top (HT) indicated. FINISH HARDWARE 08710 - 4 Copyright 1984, AIA MASTERSPEC - Basic 5/84 5. Number of hinges: Provide number of hinges indicated but not less than 3 hinges per door leaf for doors 90" or less in height and one additional hinge for each 30" of additional height. 2.4 LOCK CYLINDERS AND KEYING: A. General: Supplier will meet with Owner to finalize keying requirements and obtain final instructions in writing. B. Review the keying system with the Owner and provide the type required (master, grandmaster or great -grandmaster), either new or integrated with Owner's existing system. C. Equip locks with manufacturer's standard 6-pin tumbler cylinders. D. Comply with Owner's instructions for masterkeying and, except as otherwise indicated, provide individual change key for each lock which is not designated to be keyed alike with a group of related locks. 1. Permanently inscribe each key with number or lock that identifies cylinder manufacturer key symbol, and notation "DO NOT DUPLICATE". E. Key Material: Provide keys of nickel silver only. F. Key Quantity: Furnish 3 change keys for each lock; 5 master keys for each master system; and 5 grandmaster keys for each grandmaster system. 1. Deliver keys to Owner's representative. 2.5 CLOSERS AND DOOR CONTROL DEVICES: A. Size of Units: Except as otherwise specifically indicated, comply with the manufacturer's recommendations for size of door control unit, depending upon size of door, exposure to weather and anticipated frequency of use. 1. Where parallel arms are indicated for closers, provide closer unit one size larger than recommended for use with standard arms. 2. Provide parallel arms for all overhead closers, except as otherwise indicated. FINISH HARDWARE 08710 - 5 Copyright 1984, AIA MASTERSPEC - Basic 5/84 B. Access -Free Manual Closers: Where manual closers are indicated for doors required to be accessible to the �- physically handicapped, provide adjustable units complying with ANSI A117.1 provisions for door opening force and delayed action closing. 2.6 DOOR TRIM UNITS: A. Fasteners: Provide manufacturer's standard exposed fasteners for door trim units (kick plates, edge trim, viewers, knockers, mail drops and similar units); either machine screws or self -tapping screw. B. Fabricate edge trim of stainless steel, not more than 1/2" nor less than 1/16" smaller in length than door dimension. C. Fabricate protection plates (armor, kick or mop) not more than 1- 1/2" less than door width on stop side and not more than 1/2" less than door width on pull side, x the height indicated. 2.7 WEATHERSTRIPPING: A. General: Except as otherwise indicated, provide continuous weatherstripping at each edge of every exterior door leaf. Provide type, sizes and profiles shown or scheduled. Provide non -corrosive fasteners as recommended by manufacturer for application indicated. B. Replaceable Seal Strips: Provide only those units where resilient or flexible seal strip is easily replaceable and readily available from stocks maintained by manufacturer. 2.8 THRESHOLDS: A. General: Except as otherwise indicated provide standard metal threshold unit of type, size and profile as shown or scheduled. r- 2.9 HARDWARE FINISHES: A. Provide matching finishes for hardware units at each door or opening, to the greatest extent possible, and except as otherwise indicated. Reduce differences in color and textures as much as commercially possible where the base metal or metal forming process is different for individual units of hardware exposed at the same door or opening. In general, match items FINISH HARDWARE 08710 - 6 Copyright 1984, AIA MASTERSPEC - Basic 5/84 to the manufacturer's standard finish for set (or push-pull units if no latch -lock texture. the latch and lock sets) for color and B. The designations used in schedules and elsewhere to indicate hardware finishes are the industry -recognized standard commercial finishes, except as otherwise noted. PART 3 - EXECUTION 3.1 INSTALLATION: A. Mount Hardware units at heights indicated in "Recommended Locations for Builders Hardware for Standard Steel Doors and Frames" by the Door and Hardware Institute, except as specifically indicated or required to comply with governing regulations, and except as may be otherwise directed by Architect. B. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Wherever cutting and fitting is required to install hardware onto or into surfaces which are later to be painted or finished in another way, coordinate removal, storage and reinstallation or application of surface protections with finishing work specified in the Division-9 sections. Do not install surface - mounted items until finishes have been completed on the substrate. C. Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. D. Drill and countersink units which are not factory -prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. E. Set thresholds for exterior doors in full bed of butyl -rubber or polyisobutylene mastic sealant. 3.2 ADJUST AND CLEAN: A. Adjust and check each operating item of hardware and each door, to ensure proper operation or function of every unit. Replace units which cannot be adjusted to operate freely and smoothly as intended for the application made. FINISH HARDWARE 08710 - 7 Copyright 1984, AIA MASTERSPEC - Basic 5/84 B. Clean adjacent surfaces soiled by hardware installation. C. Instruct Owner's Personnel in proper adjustment and maintenance of hardware and hardware finishes, during the final adjustment of hardware. 3.3 HARDWARE SCHEDULE HW-1 DOORS MARKED 1, 2 EACH TO HAVE 1-1/2 PR BUTTS FBB179 STANLEY 1 EA CLOSER 4040 ALUM LCN 1 EA PRIVACYSET 1OU65 LLL US26D SARGENT 1 EA KICKPLATE 10X2" LDW US 32D TRIMCO 1 EA STOP 1214ES US26D TRIMCO 3 EA SILENCERS 1229A TRIMCO HW-2 DOORS MARKED 3, 4 EACH TO HAVE 1-1/2 PR BUTTS @ DOOR #4 FBB 179 NRP STANLEY 1 EA CONTINUOUS HINGES @ DOOR #3 780-224 X TEK ROTON 1 EA CLOSER 4040 PA ALUM LCN 1 EA LOCKSET 10G05 LLL US26D SARGENT 1 EA KICKPLATE 10"X2" LDW US32D TRIMCO 1 EA STOP 1201 US26D TRIMCO 1 EA THRESHOLD 171A PEMKO 1 EA SWEEP 18062 PEMKO 1 EA W/STRIPPING 4506R4 3 SIDES PEMKO HW-3 DOORS MARKED 5, 6 EACH TO HAVE 1-1/2 PR BUTTS FBB 179 STANLEY 1 EA LOCKSET 10G04 LLL US26D SARGENT 1 EA STOP 1214ES US26D TRIMCO 3 EA SILENCERS 1229A TRIMCO END OF SECTION 08710 FINISH HARDWARE 08710 - 8 Copyright 1989, AIA MASTERSPEC 11/89 SECTION 09200 - LATH AND PLASTER - (ALTERNATE NO. 1) PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Portland cement plastering. (stucco) 1.3 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Product data consisting of manufacturer's product specifications and installation instructions for each product, including data showing compliance with the requirements. C. Samples for initial selection purposes in form of manufacturer's color charts consisting of actual units or sections of units at least 12 inches square showing full range of colors, textures, and patterns available for each type of finish indicated. D. Material Certificates: Submit producer's certificate for each kind of plaster aggregate indicated evidencing that materials comply with requirements. 1.4 QUALITY ASSURANCE A. Single -Source Responsibility: Obtain gypsum lath and gypsum plaster from a single manufacturer. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original packages, containers, or bundles bearing brand name and identification of manufacturer. LATH AND PLASTER 09200 - 1 Copyright 1989, AIA MASTERSPEC 11/89 B. Store materials inside, under cover, and in manner to keep .. them dry, protected from weather, direct sunlight, surface contamination, aging, corrosion, and damage from construction traffic and other causes. Neatly stack gypsum lath flat to prevent deformation. 1.6 PROJECT CONDITIONS A. Environmental Requirements, General: Comply with requirements of referenced plaster application standards and recommendations of plaster manufacturer for environmental conditions before, during, and after application of plaster. B. Cold Weather Protection: When ambient outdoor temperatures are below 40 deg F (4.4 deg C), maintain continuous uniform temperature of not less than 40 deg F (4.4 deg C) nor more than 80 deg F (26 deg C) for not less than 1 week prior to beginning plaster application, during its application, and until plaster is dry but for not less than one week after application is complete. Distribute heat evenly; prevent concentrated or uneven heat from contacting plaster near heat source. C. Ventilation: Ventilate building spaces as required to remove water in excess of that required for hydration of plaster. Begin ventilation immediately after plaster is applied and continue until it sets. D. Protect contiguous work from soiling, spattering, moisture deterioration and other harmful effects that might result from r.. plastering. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include but are not limited to the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Metal Supports: a. Allied Structural Industries, Inc. LATH AND PLASTER 09200 - 2 Copyright 1989, AIA MASTERSPEC 11/89 2.2 b. American Studco, Inc. C. Chapman Industries, Inc. d. Chicago Metallic Corp. e. Dale Industries, Inc. f. Dietrich Industries, Inc. g. Gold Bond Building Products Div., National Gypsum Co. h. Marino Industries. i. United States Gypsum Co. 2. Expanded Metal Lath: a. Alabama Metal Industries Corp. (AMICO) b. Gold Bond Building Products Div., National Gypsum Co. C. United States Gypsum Co. d. Western Metal Lath Co. 3. Accessories: a. Fry Reglet Corp. b. Gold Bond Building Products Div., National Gypsum Co. C. Keene Corp. d. MM Systems Corp. e. Plastic Components, Inc. f. United States Gypsum Co. g. Western Metal Lath Co. 4. Gypsum Lath and Plasters: a. Gold Bond Building Products Div., National Gypsum Co. b. United States Gypsum Co. LATH A. Expanded Metal Lath: Fabricate expanded metal lath from uncoated or zinc -coated (galvanized) steel sheet to produce lath complying with ASTM C 847 for type, configuration, and other characteristics indicated below, with uncoated steel sheet painted after fabrication into lath. 1. Diamond Mesh Lath: Comply with the following requirements: a. Configuration: Flat. 1) Weight: 2.5 lbs. per sq. yd. 2) Weight: 3.4 lbs. per sq. yd. b. Paper Backing: Where paper -backed diamond mesh lath is indicated, provide asphalt -impregnated paper LATH AND PLASTER 09200 - 3 Copyright 1989, AIA MASTERSPEC 11/89 factory -bonded to back and complying with FS UU-B- 790, for Type I, Grade D (vapor permeable), Style 2. B. Lath Attachment Devices: Devices of material and type required by referenced standards and recommended by lath manufacturer for secure attachment of lath to framing members and of lath to lath. 2.3 PLASTER ACCESSORIES FOR PORTLAND CEMENT PLASTER A. General: Comply with material provisions of ASTM C 1063; coordinate depth of accessories with thicknesses and number of coats required. B. Metal Corner Reinforcement: Expanded large -mesh diamond mesh �- lath fabricated from zinc -alloy or welded wire mesh fabricated from 0.0475-inch-diameter zinc -coated (galvanized) wire and specially formed to reinforce external corners of Portland cement plaster on exterior exposures while allowing full plaster encasement. r C. Metal Corner Beads: Small nose corner beads fabricated from zinc alloy, with expanded flanges of large -mesh diamond lath to allow full encasement by plaster. D. Casing Beads: Square -edged style, with expanded flanges and removable protective tape, of the following material: 1. Material: Zinc -coated (galvanized) steel. E. Control Joints: Prefabricated, of material and type indicated below: 1. Material: Zinc -coated (galvanized) steel. 2. One -Piece Type: Folded pair of nonperforated screeds in M-shaped configuration, with expanded flanges. 2.4 PORTLAND CEMENT PLASTER MATERIALS A. Base Coat Cements: Type as indicated below: 1. Portland cement, ASTM C 150, Type I or II. B. Factory -Prepared Finish Coat: Manufacturer's standard product requiring addition of water only; white unless otherwise indicated. 1. Product: Subject to compliance with requirements, provide LATH AND PLASTER 09200 - 4 Copyright 1989, AIA MASTERSPEC 11/89 Oriental Exterior Finish Stucco manufactured by United States Gypsum Co. C. Sand Aggregate for Base Coats: ASTM C 897. 2.5 MISCELLANEOUS MATERIALS A. Water for Mixing and Finishing Plaster: Drinkable and free of substances capable of affecting plaster set or of damaging plaster, lath, or accessories. 2.6 PORTLAND CEMENT PLASTER MIXES AND COMPOSITIONS A. General: Comply with ASTM C 926 for portland cement plaster base and finish coat mixes as applicable to plaster bases, materials, and other requirements indicated. B. Portland Cement Plaster Base Coat Mixes and Compositions: Proportion materials for respective base coats in parts by volume for cementitious materials and in parts by volume per sum of cementitious materials for aggregates to comply with the following requirements for each method of application and plaster base indicated. Adjust mix proportions below within limits specified to attain workability. 1. Fiber Content: Add fiber to following mixes after ingredients have mixed at least 2 minutes. Comply with fiber manufacturer's directions but do not to exceed 2 lbs. per cu. ft. of cementitious materials. Reduce aggregate quantities accordingly to maintain workability. 2. Three -Coat Work Over Metal Lath: Base coats as indicated below: a. Scratch Coat: 1 part portland cement, 0 to 3/4 parts lime, 2-1/2 to 4 parts sand. b. Brown Coat: 1 part portland cement, 0 to 3/4 parts lime, 3 to 5 parts sand. C. Factory -Prepared Portland Cement Finish Coats: Add water only; comply with finish coat manufacturer's directions. 2.7 MIXING A. Mechanically mix cementitious and aggregate materials for plasters to comply with applicable referenced application standard and with recommendations of plaster manufacturer. LATH AND PLASTER 09200 - 5 Copyright 1989, AIA MASTERSPEC 11/89 PART 3 - EXECUTION 3.1 INSTALLATION OF LATHING AND FURRING, GENERAL A. Portland Cement Plaster Lathing and Furring Installation Standard: Install lathing and furring materials indicated for portland cement plaster to comply with ASTM C 1063. 3.2 METAL LATHING A. Install expanded metal lath for the following applications where plaster base coats are required. Provide appropriate type, configuration, and weight of metal lath selected from materials indicated that comply with referenced lathing installation standards. 1. Exterior sheathed wall surfaces using 3.4 lbs. per sq. yd. minimum weight self -furring diamond mesh lath: 3.3 INSTALLATION OF PLASTERING ACCESSORIES A. General: Comply with referenced lathing and furring installation standards for provision and location of plaster ^'^ accessories of type indicated. Miter or cope accessories at corners; install with tight joints and in alignment. Attach .accessories securely to plaster bases to hold accessories in place and alignment during plastering. B. Accessories for Portland Cement Plaster: Provide the following types to comply with requirements indicated for location: 1. Casing Beads: Install at terminations of plaster work unless otherwise indicated. 2. Control Joints: Install control joints at locations indicated or, if not indicated, at locations complying with the following criteria and approved by Architect. a. Where an expansion or control joint occurs in surface of construction directly behind plaster membrane. b. Where plaster panel sizes or dimensions change, extend joints full width or height of plaster membrane. C. For Portland Cement Plaster: Where, in surfaces of ceilings and walls, distances between and areas within control joints exceed, respectively, the following measurements: LATH AND PLASTER 09200 - 6 Copyright 1989, AIA MASTERSPEC 11/89 1) 18 feet in either direction and 144 sq. ft. 2) 10 feet in either direction and 100 sq. ft. 3.4 PLASTER APPLICATION, GENERAL A. Prepare monolithic surfaces for bonded base coats and use bonding compound or agent to comply with requirements of referenced plaster application standards for conditioning of monolithic surfaces. B. Tolerances: Do not deviate more than 1/8 inch in 10'-0" from a true plane in finished plaster surfaces, as measured by a 10'-0" straightedge placed at any location on surface. C. Grout hollow metal frames, bases, and similar work occurring in gypsum plastered areas, with base coat plaster material, and prior to lathing where necessary. Except where full grouting is indicated or required for fire -resistance rating, grout at least 6 inches at each jamb anchor clip. D. Sequence plaster application with the installation and protection of other work so that neither will be damaged by the installation of the other. E. Plaster flush with metal frames and other built-in metal items or accessories that act as a plaster ground, unless otherwise indicated. Where plaster is not terminated at metal by casing beads, cut base coat free from metal before plaster sets and groove finish coat at the junctures with metal. F. Apply thicknesses and number of coats of plaster as indicated or as required by referenced standards. 3.5 PORTLAND CEMENT PLASTER APPLICATION A. Portland Cement Plaster Application Standard: Apply portland cement plaster materials, compositions, and mixes to comply with ASTM C 926. B. Number of Coats: Apply portland cement plaster, of composition indicated, to comply- with the following requirements: 1. Use three -coat work over the following plaster bases: a. Metal lath. b. Concrete unit masonry. C. Concrete, cast -in -place or precast when surface complies with ASTM C 926 for plaster bonded direct to LATH AND PLASTER 09200 - 7 Copyright 1989, AIA MASTERSPEC 11/89 A -- solid base. .. 2. Finish Coat: Floated finish unless otherwise indicated; match Architect's sample for texture and color. C. Moist -cure portland cement plaster base and finish coats to comply with ASTM C 926, including recommendations for time between coats and curing in "Annex A2 Design Considerations." 3.6 CUTTING AND PATCHING A. Cut, patch, point up, and repair plaster as necessary to accommodate other work and to restore cracks, dents, and imperfections. Repair or replace work to eliminate blisters, buckles, excessive crazing and check cracking, dry outs, efflorescence, sweat outs, and similar defects and where bond to the substrate has failed. B. Sand smooth -troweled finishes lightly to remove trowel marks and arrises. 3.7 - CLEANING AND PROTECTION A. Remove temporary protection and enclosure of other work. Promptly remove plaster from door frames, windows, and other surfaces that are not to be plastered. Repair floors, walls, and other surfaces that have been stained, marred, or otherwise damaged during the plastering work. When plastering work is completed, remove unused materials, containers, and equipment and clean floors of plaster debris. B. Provide final protection and maintain conditions, in a manner suitable to Installer that ensure plaster work's being without damage or deterioration at time of Substantial Completion. END OF SECTION 09200 LATH AND PLASTER 09200 - 8 Copyright 1987, AIA MASTERSPEC 8/87 SECTION 09250 - GYPSUM DRYWALL PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification _ Sections, apply to this Section. 1.2 SUMMARY: A. Extent of each type of gypsum drywall construction required _ is indicated on Drawings. B. This Section includes the following types of gypsum board construction: -- 1. Gypsum board nail -attached to wood framing and furring members. C. Wood framing and furring are specified in the following Division 6 sections: 1. "Rough Carpentry." 1.3 DEFINITIONS: A. Gypsum Board Construction Terminology: Refer to ASTM C 11 and GA 505 for definitions of terms for gypsum board construction not otherwise defined in this section or other referenced standards. 1.4 SUBMITTALS: A. Product data from manufacturers for each type of product specified. 1.5 QUALITY ASSURANCE: A. Fire -Resistance Ratings: Where indicated, provide materials and construction which are identical to those of assemblies whose fire resistance rating has been determined per ASTM E 119 by a testing and inspecting organization acceptable to authorities having jurisdiction. GYPSUM DRYWALL 09250 - 1 Copyright 1987, AIA MASTERSPEC 8/87 B. Single Source Responsibility: Obtain each type of gypsum board and related joint treatment materials from a single manufacturer. 1.6 DELIVERY, STORAGE, AND HANDLING: A. Deliver materials in original packages, containers or bundles bearing brand name and identification of manufacturer or supplier. B. Store materials inside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic and other causes. Neatly stack gypsum boards flat to prevent sagging. C. Handle gypsum boards to prevent damage to edges, ends, and surfaces. Do not bend or otherwise damage metal corner beads and trim. 1.7 PROJECT CONDITIONS: A. Environmental Conditions, General: Establish and maintain environmental conditions for application and finishing gypsum board to comply with ASTM C 840 and with gypsum board manufacturer's recommendations. B. Minimum Room Temperatures: For nonadhesive attachment of gypsum board to framing, maintain not less than 40 deg F (4 deg C). For adhesive attachment and finishing of gypsum board -" maintain not less than 50 deg F (10 deg C) for 48 hours prior to application and continuously thereafter until drying is complete. C. Ventilate building spaces to remove water not required for drying joint treatment materials. Avoid drafts during dry, hot weather to prevent materials form drying too rapidly. PART 2 - PRODUCTS 2.1 MANUFACTURERS: A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products which may be incorporated in the Work include, but are not limited to, the following: "' GYPSUM DRYWALL 09250 - 2 Copyright 1987, AIA MASTERSPEC 8/87 1. Gypsum Boards and Related Products: a. Centex American Gypsum Co. b. Domtar Gypsum Co. C. Georgia-Pacific Corp. _ d. Gold Bond Building Products Div., National Gypsum Co. e. United States Gypsum Co. 2.2 GYPSUM BOARD: A. General: Provide gypsum board of types indicated in maximum — lengths available to minimize end -to -end joints. 1. Thickness: Provide gypsum board in thicknesses indicated, or if not otherwise indicated, in either 1/2 inch or 5/8 inch thicknesses to comply with ASTM C 840 for application system and support spacing indicated. B. Gypsum Wallboard: ASTM C 36, and as follows: 1. Type: Regular, unless otherwise indicated. 2. Type: Type X for fire -resistance -rated assemblies. 3. Edges: Tapered. 4. Thickness: 5/8 inch where indicated. 5. Available Products: Subject to compliance with requirements, products which may be incorporated in the Work where Type X gypsum wallboard is indicated include, but are not limited to, the following: a. "Gyprock Fireguard 'C' Gypsum Board"; Domtar Gypsum Co. b. "Fire -Shield G"; Gold Bond Building Products Div., National Gypsum Co. C. "SHEETROCK Brand FIRECODE 'C' Gypsum Panels"; United States Gypsum Co. 2.3 TRIM ACCESSORIES: A. Cornerbead and Edge Trim for Interior Installation: Provide corner beads, edge trim and control joints which comply with ASTM C 1047 and requirements indicated below: 1. Material: Formed metal, plastic or metal combined with paper, with metal complying with the following requirement: a. Sheet steel zinc -coated by hot -dip process. GYPSUM DRYWALL 09250 - 3 p- Copyright 1987, AIA MASTERSPEC 8/87 2. Edge trim shapes indicated below by reference to �.. designations of Fig. 1 in ASTM C 1047: a. "LC" Bead, unless otherwise indicated. 2.4 GYPSUM BOARD JOINT TREATMENT MATERIALS: ^- A. General: Provide materials complying with ASTM C 475, ASTM C 8401 and recommendations of manufacturer of both gypsum board and joint treatment materials for the application indicated. B. Joint Tape: Paper reinforcing tape, unless otherwise indicated. C. Drying -Type Joint Compounds: Factory -prepackaged vinyl -based products complying with the following requirements for -- formulation and intended use. 1. Ready -Mix Formulation: Factory -premixed product. -, 2. All-purpose compound formulated for use as both taping and topping compound. 2.5 MISCELLANEOUS MATERIALS: A. General: Provide auxiliary materials for gypsum drywall construction which comply with referenced standards and the recommendations of the manufacturer of the gypsum board. B. Gypsum Board Nails: ASTM C 514. 2.6 TEXTURE FINISH MATERIALS: P.. A. Primer: Of type recommended by manufacturer of texture finish. B. Available Products: Subject to compliance with requirements, polystyrene aggregated finishes which may be incorporated in the Work include, but are not limited to, the following: 1. "IMPERIAL QT SPRAY Medium Texture Finish"; United States Gypsum Co. 2. "IMPERIAL QT SPRAY Coarse Texture Finish"; United States Gypsum Co. 3. "Perfect Spray Medium"; Gold Bond Building Products Div., National Gypsum Co. GYPSUM DRYWALL 09250 - 4 Copyright 1987, AIA MASTERSPEC 8/87 4. "Perfect Spray Medium"; Gold Bond Building Products Div., National Gypsum Co. PART 3 - EXECUTION 3.1 EXAMINATION: A. Examine substrates to which drywall construction attaches or abuts, preset hollow metal frames, cast -in -anchors, and structural framing, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of drywall construction. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 APPLICATION AND FINISHING OF GYPSUM BOARD, GENERAL: A. Gypsum Board Application and Finishing Standard: Install and finish gypsum board to comply with ASTM C 840. B. Locate exposed end -butt joints as far from center of walls and ceilings as possible, and stagger not less than 24 inches in alternate courses of board. C. Install wall/partition boards in manner which minimizes the number of end -butt joints or avoids them entirely where possible. At high walls, install boards horizontally with end joints staggered over studs. D. Install exposed gypsum board with face side out. Do not install imperfect, damaged or damp boards. Butt boards together for a light contact at edges and ends with not more than 1/16 inch open space between boards. Do not force into place. E. Locate either edge or end joints over supports, except in horizontal applications where intermediate supports or gypsum board back -blocking is provided behind end joints. Position boards so that like edges abut, tapered edges against tapered edges and mill -cut or field -cut ends against mill -cut or field -cut ends. Do not place tapered edges against cut edges or ends. Stagger vertical joints over different studs on opposite sides of partitions. F. Attach gypsum board to supplementary framing and blocking provided for additional support at openings and cutouts. GYPSUM DRYWALL 09250 - 5 Copyright 1987, AIA MASTERSPEC 8/87 G. Floating Construction: Where feasible, including where recommended by manufacturer, install gypsum board over wood framing, with "floating" internal corner construction. H. Space fasteners in gypsum boards in accordance with referenced gypsum board application and finishing standard and manufacturer's recommendations. 3.3 METHODS OF GYPSUM BOARD APPLICATION: A. Single -Layer Application: Install gypsum wallboard as follows: 1. On partitions/walls apply gypsum board vertically (parallel to framing), unless otherwise indicated, and provide sheet lengths which will minimize end joints. B. Single -Layer Fastening Methods: Apply gypsum boards to supports as follows: 1. Fasten to wood supports with single nailing. 3.4 INSTALLATION OF DRYWALL TRIM ACCESSORIES: A. General: Where feasible, use the same fasteners to anchor trim accessory flanges as required to fasten gypsum board to the supports. Otherwise, fasten flanges to comply with manufacturer's recommendations. B. Install corner beads at external corners. C. Install metal edge trim whenever edge of gypsum board would otherwise be exposed or semi -exposed, and except where plastic trim is indicated. Provide type with face flange to receive joint compound except where "U" bead (semi -finishing type) is indicated. 1. Install "LC" bead where drywall construction is tightly abutted to other construction and back flange can be attached to framing or supporting substrate. 3.5 FINISHING OF DRYWALL: A. General: Apply joint treatment at gypsum board joints (both directions); flanges of corner bead, edge trim, and control joints; penetrations; fastener heads, surface defects and elsewhere as required to prepare work for decoration. GYPSUM DRYWALL 09250 - 6 Copyright 1987, AIA MASTERSPEC 8/87 B. Prefill open joints and rounded or beveled edges, if any, using setting -type joint compound. C. Apply joint tape at joints between gypsum boards, except where trim accessories are indicated. D. Finish interior gypsum wallboard by applying the following joint compounds in 3 coats (not including prefill of openings in base), and sand between coats and after last coat: 1. Embedding and First Coat: Setting -Type Joint Compound. 2. Fill (Second) Coat: Setting -type joint compound. 3. Finish (Third) Coat: Ready -mix drying -type all-purpose. 4. Embedding and First Coat: Ready -mix drying -type all- purpose or taping compound. 5. Fill (Second) Coat: Ready -mix drying -type all-purpose or topping compound. 6. Finish (Third) Coat: Ready -mix drying -type all-purpose or topping compound. 3.6 APPLICATION OF TEXTURE FINISH: A. Surface Preparation and Primer: Prepare and prime drywall and other surfaces in strict accordance with texture finish manufacturer's instructions. Apply primer to all surfaces to achieve texture finish. B. Finish Application: Mix and apply finish to drywall and other surfaces indicated to receive finish in strict accordance with manufacturer's instructions to produce a uniform texture matching Architect's sample without starved spots or other evidence of thin application, and free of application patterns. C. Remove any texture droppings or overspray from door frames, windows and other adjoining construction. 3.7 PROTECTION: A. Provide final protection and maintain conditions, in a manner suitable to Installer, which ensures gypsum drywall construction being without damage or deterioration at time of Substantial Completion. END OF SECTION 09250 GYPSUM DRYWALL 09250 - 7 Copyright 1989, AIA MASTERSPEC 5/89 SECTION 09511 - ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes acoustical panel ceilings installed with exposed suspension systems. B. Related Sections: The following sections contain requirements that relate to this section: 1. Division 16 Section "Interior Lighting Fixtures" for lighting fixtures in acoustical ceilings. 1.3 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. 1. Product data for each type of product specified. 2. Samples for verification purposes of each type of exposed finish required, prepared on samples of size indicated below and of same thickness and material indicated for final unit of Work. Where finishes involve normal color and texture variations, include sample sets showing full range of variations expected. a. 6-inch-square samples of each acoustical panel type, pattern, and color. 3. Qualification data for firms and persons specified in "Quality Assurance" article to demonstrate their capabilities and experience. Include list of completed projects with project names, addresses, names of Architects and Owners, and other information specified. 4. Research reports or evaluation reports of the model code organization acceptable to authorities having jurisdiction that show compliance of acoustical ceiling system and components with building code in effect for Project. ACOUSTICAL PANEL CEILINGS 09511 - 1 Copyright 1989, AIA MASTERSPEC 5/89 5. Product test reports from qualified independent testing laboratory that are based on its testing of current products for compliance of acoustical ceiling systems and components with requirements. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has successfully completed acoustical ceilings similar in material, design, and extent to those indicated for Project. B. Fire -Performance Characteristics: Provide acoustical ceilings that are identical to those tested for the following fire - performance characteristics, per ASTM test method indicated below, by UL or other testing and inspecting organizations acceptable to authorities having jurisdiction. Identify acoustical ceiling components with appropriate markings of applicable testing and inspecting organization. 1. Surface Burning Characteristics: As follows, tested per ASTM E 84 and complying with ASTM E 1264 for Class A products. a. Flame Spread: 25 or less. b. Smoke Developed: 50 or less. C. Single -Source Responsibility for Ceiling Units: Obtain each type of acoustical ceiling unit from a single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of the Work. D. Single -Source Responsibility for Suspension System: Obtain each type of suspension system from a single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of the Work. E. Coordination of Work: Coordinate layout and installation of acoustical ceiling units and suspension system components with other construction that penetrates ceilings or is supported by them, including light fixtures, HVAC equipment, fire - suppression system components (if any), and partition system ( if any) . 1.5 DELIVERY, STORAGE, AND HANDLING ACOUSTICAL PANEL CEILINGS 09511 - 2 Copyright 1989, AIA MASTERSPEC 5/89 0 A. Deliver acoustical ceiling units to project site in original, unopened packages and store them in a fully enclosed space where they will be protected against damage from moisture, direct sunlight, surface contamination, and other causes. B. Before installing acoustical ceiling units, permit them to reach room temperature and a stabilized moisture content. C. Handle acoustical ceiling units carefully to avoid chipping edges or damaging units in any way. 1.6 PROJECT CONDITIONS A. Space Enclosure: Do not install interior acoustical ceilings until space is enclosed and weatherproof, wet -work in space is completed and nominally dry, work above ceilings is complete, and ambient conditions of temperature and humidity will be continuously maintained at values near those indicated for final occupancy. 1.7 EXTRA MATERIALS A. Deliver extra materials to Owner. Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are identified with appropriate labels. 1. Acoustical Ceiling Units: Furnish quantity of full-size units equal to 2.0 percent of amount installed. 2. Exposed Suspension System Components: Furnish quantity of each exposed component equal to 2.0 percent of amount installed. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products which may be incorporated in the Work include, but are not limited to, the following: 1. Armstrong World Industries, Inc. 2. USG Interiors, Inc. 2.2 ACOUSTICAL CEILING UNITS ACOUSTICAL PANEL CEILINGS 09511 - 3 Copyright 1989, AIA MASTERSPEC 5/89 A. Type "A" ceilings. 1. Armstrong #769A Minaboard Cortega, white, 2x4, square edge, 5/8" thick. 2. USG #345 Auratone Omni Fissured, white, 2x4, square edge, 5/8" thick. B. Type "B" ceilings. 1. Armstrong #602A Ceramaguard Perforated, white, 2x4, square edge, 5/8" thick. 2. USG #56645 Ceramic Heritage, white, 2x4, square edge, 5/8" thick. 2.3 METAL SUSPENSION SYSTEMS, GENERAL A. Standard for Metal Suspension Systems: Provide manufacturer's standard metal suspension systems of types, structural classifications, and finishes indicated that comply with applicable ASTM C 635 requirements. B. Finishes and Colors: Provide manufacturer's standard factory - applied finish for type of system indicated. 1. High -Humidity Finish: Comply with ASTM C 635 requirements for "Coating Classification for Severe Environment Performance" where high -humidity finishes are indicated. C. Attachment Devices: Size for 5 times design load indicated in ASTM C 635, Table 1, Direct Hung unless otherwise indicated. D. Wire for Hangers and Ties: ASTM A 641, Class 1 zinc coating, soft temper. 1. Gage: Provide wire sized so that stress at 3 times hanger design load (ASTM C 635, Table 1, Direct -Hung), will be less than yield stress of wire, but provide not less than 0.106-inch diameter (12 gage). E. Edge Moldings and Trim: Metal or extruded aluminum of types and profiles indicated or, if not indicated, manufacturer's standard moldings for edges and penetrations that fit type of edge detail and suspension system indicated. 2.4 NON -FIRE -RESISTANCE -RATED DIRECT -HUNG SUSPENSION SYSTEMS A. Wide -Face Capped Double -Web Steel Suspension System: Main and cross -runners roll -formed from prepainted or electrolytic ACOUSTICAL PANEL CEILINGS 09511 - 4 Copyright 1989, AIA MASTERSPEC 5/89 zinc -coated cold -rolled steel sheet, with prefinished 15/16- inch-wide metal caps on flanges; other characteristics as follows: 1. Structural Classification: Intermediate -Duty System. �. 2. End Condition of Cross -Runners: Override (stepped) type. 3. Cap Material and Finish: Steel sheet painted to match color of acoustical unit. 4. Cap Material and Finish: Aluminum sheet with white painted finish. Use at scheduled Type B panels. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and structural framing to which ceiling -s system attaches or abuts, with Installer present, for compliance with requirements specified in this and other sections that affect installation and anchorage of ceiling system. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Measure each ceiling area and establish layout of acoustical units to balance border widths at opposite edges of each ceiling. Avoid use of less -than -half -width units at borders, and comply with reflected ceiling plans. 3.3 INSTALLATION A. General: Install acoustical ceiling systems to comply with installation standard referenced below, per manufacturer's instructions and CISCA "Ceiling Systems Handbook." 1. Standard for Installation of Ceiling Suspension Systems: Comply with ASTM C 636. 2. Standards for Installation of Ceiling Suspension Systems: Comply with ASTM C 636 and ASTM E 580. B. Arrange acoustical units and orient directionally patterned units in a manner shown by reflected ceiling plans. C. Suspend ceiling hangers from building structural members and as follows: ACOUSTICAL PANEL CEILINGS 09511 - 5 Copyright 1989, AIA MASTERSPEC 5/89 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with the location of hangers at spacings required to support standard suspension system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards. 3. Secure wire hangers by looping and wire -tying, either directly to structures or to inserts, eyescrews, or other devices that are secure and appropriate for substrate, and in a manner that will not cause them to deteriorate or otherwise fail due to age, corrosion, or elevated temperatures. 4. Do not attach hangers to steel roof deck. Attach hangers to structural members. 5. Space hangers not more than 4'-0" o.c. along each member supported directly from hangers, unless otherwise shown, and provide hangers not more than 8 inches from ends of each member. D. Install edge moldings of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical units. 1. Screw -attach moldings to substrate at intervals not over 16 inches o.c. and not more than 3 inches from ends, leveling with ceiling suspension system to tolerance of 1/8 inch in 12'-011. Miter corners accurately and connect securely. E. Install acoustical panels in coordination with suspension system, with edges concealed by support of suspension members. Scribe and cut panels to fit accurately at borders and at penetrations. 3.4 CLEANING A. Clean exposed surfaces of acoustical ceilings, including trim, edge moldings, and suspension members. Comply with manufacturer's instructions for cleaning and touch-up of minor finish damage. Remove and replace work that cannot be ACOUSTICAL PANEL CEILINGS 09511 - 6 Copyright 1989, AIA MASTERSPEC 5/89 successfully cleaned and repaired to permanently eliminate evidence of damage. END OF SECTION 09511 ACOUSTICAL PANEL CEILINGS 09511 - 7 Copyright 1984, AIA MASTERSPEC - Basic SECTION 09650 - RESILIENT FLOORING PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this section. 1.2 DESCRIPTION OF WORK: A. Extent of resilient flooring and accessories is shown on drawings, in schedules and includes the following: 1. Feature strips for playing court markings. 1.3 QUALITY ASSURANCE: A. Manufacturer: Provide each type of resilient flooring and accessories as produced by a single manufacturer, including recommended primers, adhesives, sealants, and leveling compounds. B. Installer's Qualifications: Engage Installer who is certified in writing by resilient flooring manufacturer as qualified for installation of sheet vinyl employing heat welded seams. 1.4 SUBMITTALS: A. Product Data: Submit manufacturer's technical data for each type of resilient flooring and accessory. B. Samples for Initial Selection Purposes: Submit manufacturer's standard color charts in form of actual sections of resilient flooring, including accessories, showing full range of colors and patterns available, for each type of resilient flooring required. C. Maintenance Instructions: Submit 2 copies of manufacturer's recommended maintenance practices for each type of resilient flooring and accessory required. 1.5 PROJECT CONDITIONS: RESILIENT FLOORING 09650 - 1 Copyright 1984, AIA MASTERSPEC - Basic 8/84 A. Maintain minimum temperature of 65 degrees F (18 degrees C) �.. in spaces to receive resilient flooring for at least 48 hours prior to installation, during installation, and for not less than 48 hours after installation. Store resilient flooring materials in spaces where they will be installed for at least 48 hours before beginning installation. Subsequently, maintain minimum temperature of 55 degrees F (13 degrees C) in areas where work is completed. B. Install resilient flooring and accessories after other finishing operations, including painting, have been completed. Do not install resilient flooring over concrete slabs until the latter have been cured and are sufficiently dry to achieve bond with adhesive as determined by resilient flooring manufacturer's recommended bond and moisture test. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS: A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products which may be incorporated in the work include, but are not limited to, the following: 1. Manufacturers of Vinyl Composition Tile: a. Amtico Flooring Div., American Biltrite Inc. b. Armstrong World Industries, Inc. c. Azrock Floor Products Div., Azrock Industries, Inc. d. Kentile Floors, Inc. e. Tarkett Inc. 2. Manufacturers of Rubber Wall Base: a. Burke Flooring Products Div., Burke Industries, Inc. b. Flexco Div., Textile Rubber Co. c. Johnson Rubber Co., Inc. d. R. C. Musson Rubber Co., Inc. e. Roppe Rubber Corp. 2.2 RESILIENT FLOORING COLORS AND PATTERNS: A. Provide colors and patterns as indicated, or if not otherwise indicated, as selected by Architect from manufacturer's standards. RESILIENT FLOORING 09650 - 2 Copyright 1984, AIA MASTERSPEC - Basic 8/84 2.3 TILE FLOORING: A. Vinyl Composition Tile: FS SS-T-312, Type IV; 12" x 12" unless otherwise indicated, and as follows: 1. Composition 1 - asbestos -free. 2. Gage: 1/811. B. Matching Existing Tile: Match existing adjacent tiles when patching floor to greatest extent possible for color and pattern. Provide tile of same composition as existing (unless asbestos -contaminated) and of same size and thickness. Cut matching tiles from larger tiles as required to match existing with sharp, clean, straight lines and square corners. 2.4 ACCESSORIES: A. Rubber Wall Base: Provide rubber base complying with FS SS- W-40, Type I, as follows: 1. Height: 4" 2. Thickness: 1/8" gage. 3. Style: Standard top -set cove. 4. Finish: Matte. B. Resilient Edge Strips: 1/8" thick, homogeneous vinyl or rubber composition, tapered or bullnose edge, color to match flooring, or as selected by Architect from standard colors available; not less than 1" wide. C. Adhesives (Cements): Waterproof, stabilized type as recommended by flooring manufacturer to suit material and substrate conditions. D. Concrete Slab Primer: Non -staining type as recommended by flooring manufacturer. E. Leveling and Patching Compounds: Latex type as recommended by flooring manufacturer. PART 3 - EXECUTION 3.1 INSPECTION: A. Require Installer to inspect subfloor surfaces to determine that they are satisfactory. A satisfactory subfloor surface is defined as one that is smooth and free from cracks, holes, RESILIENT FLOORING 09650 - 3 Copyright 1984, AIA MASTERSPEC - Basic 8/84 ridges, coatings preventing adhesive bond, and other defects impairing performance or appearance. B. Perform bond and moisture tests on concrete subfloors to determine if surfaces are sufficiently cured and dry as well as to ascertain presence of curing compounds. C. Do not allow resilient flooring work to proceed until subfloor surfaces are satisfactory. 3.2 PREPARATION: A. Prepare subfloor surfaces as follows: 1. Remove existing floor tile, base and adhesive. 2. Use leveling and patching compounds as recommended by resilient flooring manufacturer for filling small cracks, holes and depressions in subfloors. 3. Remove coatings from subfloor surfaces that would prevent adhesive bond, including curing compounds incompatible with resilient flooring adhesives, paint, oils, waxes and sealers. B. Where patching existing floors, completely remove tile and adhesive to subfloor. Smooth and prep subfloor as required to receive new tile. C. Broom clean or vacuum surfaces to be covered, and inspect subfloor. D. Apply concrete slab primer, if recommended by flooring manufacturer, prior to application of adhesive. Apply in compliance with manufacturer's directions. 3.3 INSTALLATION: 3.4 INSTALLATION, GENERAL: A. Where movable partitions are shown, install resilient flooring before partitions are erected. B. Install resilient flooring using method indicated in strict compliance with manufacturer's printed instructions. Extend resilient flooring into toe spaces, door reveals, and into closets and similar openings. RESILIENT FLOORING 09650 - 4 Copyright 1984, AIA MASTERSPEC - Basic 8/84 3.5 3.6 C. Scribe, cut, and fit resilient flooring to permanent fixtures, built-in furniture and cabinets, pipes, outlets and permanent columns, walls and partitions. D. Maintain reference markers, holes, or openings that are in place or plainly marked for future cutting by repeating on finish flooring as marked on subfloor. Use chalk or other non -permanent marking device. E. Tightly cement resilient flooring to subbase without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, or other surface imperfections. Hand roll resilient flooring at perimeter of each covered area to assure adhesion. INSTALLATION OF TILE FLOORS: A. Lay tile from center marks established with principal walls, discounting minor offsets, so that tile at opposite edges of room are of equal width. Adjust as necessary to avoid use of cut widths less than 1/2 the at room perimeters. Lay tile square to room axis, unless otherwise shown. B. Match tiles for color and pattern by using tile from cartons in same sequence as manufactured and packaged if so numbered. Cut tile neatly around all fixtures. Broken, cracked, chipped, mis-cut or deformed tile are not acceptable. 1. Lay tile in "checkerboard" fashion with grain reversed in adjacent tiles. C. Adhere tile flooring to substrates using full spread of adhesive applied in compliance with flooring manufacturer's directions. INSTALLATION OF ACCESSORIES: A. Apply wall base to walls, columns, pilasters, casework and other permanent fixtures in rooms or areas where base is required. Install base in lengths as long as practicable, with corner units fabricated from base materials with mitered and/or coped corners. Tightly bond base to substrate throughout length of each piece, with continuous contact at horizontal and vertical surfaces. 1. On masonry surfaces, or other similar irregular substrates, fill voids along top edge of resilient wall RESILIENT FLOORING 09650 - 5 Copyright 1984, AIA MASTERSPEC - Basic 8/84 base with manufacturer's recommended adhesive filler material. B. Place resilient edge strips tightly butted to flooring and secure with adhesive. Install edging strips at edges of flooring which would otherwise be exposed. 3.7 CLEANING AND PROTECTION: A. Perform following operations immediately upon completion of resilient flooring: 1. Sweep or vacuum floor thoroughly. 2. Do not wash floor until time period recommended by resilient flooring manufacturer has elapsed to allow resilient flooring to become well -sealed in adhesive. 3. Damp -mop floor being careful to remove black marks and excessive soil. 4. Remove any excess adhesive or other surface blemishes, using appropriate cleaner recommended by resilient flooring manufacturers. B. Protect flooring against damage during construction period to comply with resilient flooring manufacturer's directions. 1. Protect resilient flooring against damage from rolling loads for initial period following installation by covering with plywood or hardboard. Use dollies to move stationary equipment or furnishings across floors. C. Clean resilient flooring not more than 4 days prior to date scheduled for inspections intended to establish date of substantial completion in each area of project. Clean resilient flooring by method recommended by resilient flooring �. manufacturer. 3.8 EXTRA STOCK: A. Deliver stock of maintenance materials to Owner. Furnish maintenance materials from same manufactured lot as materials installed and enclosed in protective packaging with appropriate identifying labels. 1. Tile Flooring: At each campus, furnish not less than one box for each 50 boxes or fraction thereof, for each type, color, pattern and size installed. END OF SECTION 09650 •- RESILIENT FLOORING 09650 - 6 Copyright 1988, AIA MASTERSPEC 11/88 SECTION 09900 - PAINTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to this section. 1.2 SUMMARY A. This Section includes surface preparation, painting, and finishing of exposed interior and exterior items and surfaces. 1. Surface preparation, priming, and finish coats specified in this section are in addition to shop priming and surface treatment specified under other sections. B. Paint exposed surfaces whether or not colors are designated in "schedules," except where a surface or material is specifically indicated not to be painted or is to remain natural. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, the Architect will select from standard colors or finishes available. 1. Painting includes field painting exposed bare and covered pipes and ducts (including color coding), hangers, exposed steel and iron work, and primed metal surfaces of mechanical and electrical equipment. C. Painting is not required on prefinished items, finished metal surfaces, concealed surfaces, operating parts, and labels. 1. Prefinished items not to be painted include the following factory -finished components: a. Acoustic materials. b. Architectural woodwork and casework. C. Finished mechanical and electrical equipment. d. Light fixtures. 2. Concealed surfaces not to be painted include wall or ceiling surfaces in the following generally inaccessible areas: a. Foundation spaces. PAINTING 09900 - 1 Copyright 1988, AIA MASTERSPEC 11/88 P_ b. Furred areas. c. Utility tunnels. d. Pipe spaces. e. Duct shafts. f. Elevator shafts. 3. Finished metal surfaces not to be painted include: a. Anodized aluminum. b. Stainless steel. c. Chromium plate. d. Copper. e. Bronze. f. Brass. 4. Operating parts not to be painted include moving parts of operating equipment such as the following: a. Valve and damper operators. b. Linkages. c. Sensing devices. d. Motor and fan shafts. 5. Labels: Do not paint over Underwriter's Laboratories, Factory Mutual or other code -required labels or equipment name, identification, performance rating, or nomenclature plates. 1.3 DEFINITIONS 1.4 A. "Paint" includes coating systems materials, primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate, or finish coats. SUBMITTALS A. Product Data: Manufacturer's technical information, label analysis, and application instructions for each material proposed for use. 1. List each material and cross-reference the specific coating and finish system and application. Identify each material by the manufacturer's catalog number and general classification. B. Samples for initial color selection in the form of manufacturer's color charts. PAINTING 09900 - 2 m- Copyright 1988, AIA MASTERSPEC 11/88 1. After color selection, the Architect will furnish color chips for surfaces to be coated. 1.5 QUALITY ASSURANCE A. Single -Source Responsibility: Provide primers and undercoat paint produced by the same manufacturer as the finish coats. B. Coordination of Work: Review other sections in which primers are provided to ensure compatibility of the total systems for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify the Architect of problems anticipated using the materials specified. C. Material Quality: Provide the manufacturer's best quality trade sale paint material of the various coating types specified. Paint material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary names used to designate colors or materials are not intended to imply that products named are required or to exclude equal products of other manufacturers. 2. Federal Specifications establish a minimum quality level for paint materials, except where other product identification is used. Provide written certification from the manufacturer that materials provided meet or exceed these criteria. 3. Products that comply with qualitative requirements of applicable Federal Specifications, yet differ in quantitative requirements, may be considered for use when acceptable to the Architect. Furnish material data and manufacturer's certificate of performance to Architect for proposed substitutions. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to the job site in the manufacturer's original, unopened packages and containers bearing manufacturer's name and label and the following information: 1. Product name or title of material. 2. Product description (generic classification or binder type) . 3. Federal Specification number, if applicable. 4. Manufacturer's stock number and date of manufacture. PAINTING 09900 - 3 Copyright 1988, AIA MASTERSPEC 11/88 5. Contents by volume, for pigment and vehicle constituents. -. 6. Thinning instructions. 7. Application instructions. 8. Color name and number. B. Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 deg F (7 deg C) . Maintain containers used in storage in a clean condition, free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. Take necessary measures to ensure that workers and work areas are protected from fire and health hazards resulting from handling, mixing, and application. 1.7 JOB CONDITIONS A. Apply water -based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 deg F (10 deg C) and 90 deg F (32 deg C). B. Apply solvent -thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 deg F (7 deg C) and 95 deg F (35 deg C). C. Do not apply paint in snow, rain, fog, or mist, when the relative humidity exceeds 85 percent, at temperatures less than 5 deg F (3 deg C) above the dew point, or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the manufacturer during application and drying periods. r- PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the work include but are not limited to the following: B. Manufacturer: Subject to compliance with requirements, provide products of one of the following: ^' PAINTING 09900 - 4 r Copyright 1988, AIA MASTERSPEC 11/88 1. Devoe and Raynolds Co. (Devoe). 2. The Glidden Company (Glidden). 3. Benjamin Moore and Co. (Moore). 4. PPG Industries, Pittsburgh Paints (Pittsburgh). 5. Pratt and Lambert (P & L). 6. The Sherwin-Williams Company (S-W). 2.2 PRIMERS A. Synthetic, Rust -Inhibiting Primer: Quick -drying, rust - inhibiting primer for priming ferrous metal on the exterior under full -gloss and flat alkyd enamel and on the interior under flat latex paint or odorless alkyd semigloss or alkyd gloss enamels: 1. Devoe: 14920 Bar-Ox Quick Dry Metal Primer, Red. 2. Glidden: 5210 Glid-Guard Universal Fast -Dry Metal Primer. 3. Moore: Ironclad Retardo Rust -Inhibitive Paint #163. 4. Pittsburgh: 6-208 Red Inhibitive Metal Primer. 5. P & L: Effecto Rust -Inhibiting Primer. 6. S-W: Kem Kromik Metal Primer B50N2/B50W1. B. Galvanized Metal Primer: Primer used to prime interior and exterior zinc -coated (galvanized) metal surfaces: 1. Devoe: 13201 Mirrolac Galvanized Metal Primer. 2. Glidden: 5229 Glid-Guard All -Purpose Metal Primer. 3. Moore: Ironclad Galvanized Metal Latex Primer #155. 4. Pittsburgh: 6-215/216 Speedhide Galvanized Steel Primer. 5. S-W: Galvite B50W3. 2.3 UNDERCOAT MATERIALS A. Interior Enamel Undercoat: Ready -mixed enamel for use on the interior as an undercoat over a primer on concrete or masonry under an odorless semigloss enamel: 1. Devoe: 8801 Velour Alkyd Enamel Undercoat. 2. Glidden: 4200 Spred Ultra Semi -Gloss Enamel. 3. Moore: Moore's Alkyd Enamel Underbody #217. 4. Pittsburgh: 6-6 Speedhide Quick -Dry Enamel Undercoater. S. P & L: E6 Enamel Undercoater. 6. S-W: Pro -Mar 200 Latex Wall Primer B28W200. PAINTING 09900 - 5 Copyright 1988, AIA MASTERSPEC 11/88 B. Interior Enamel Undercoat: Ready -mixed enamel for use as an undercoat over a primer on ferrous or zinc -coated metal under an interior alkyd semigloss enamel or a full -gloss alkyd enamel: 1. Devoe: 8801 Velour Alkyd Enamel Undercoat. 2. Glidden: 4200 Spred Ultra Semi -Gloss Enamel. 3. Moore: Moore's Alkyd Enamel Underbody #217. 4. Pittsburgh: 6-6 Speedhide Quick -Dry Enamel Undercoater. 5. P & L: Interior Trim Primer. '- 6. S-W: Pro -Mar 200 Alkyd Enamel Undercoater B49W200. 2.4 EXTERIOR FINISH PAINT MATERIAL A. Medium -Shade, Ready -Mixed Exterior Oil Paint: Medium -shade ^"^ ready- mixed oil or alkyd -oil paint for use on the exterior over prime- coated wood trim, doors, and shutters: 1. Devoe: 1XX All -Weather Alkyd Gloss House and Trim Paint. 2. Glidden: 1901 Spred Dura Gloss Oil House Paint. 3. Moore: Moore's House Paint #110. ~' 4. Pittsburgh: 1 Line Sun -Proof Midtone Base Wood Finish. 5. P & L: Effecto Enamel. 6. S-W: SWP Exterior Gloss Paint A-2 Series. B. Alkyd Gloss Enamel: Weather -resistant high -gloss enamel for use over primed ferrous metal surfaces: 1. Devoe: 70XX Mirrolac Interior/Exterior Alkyd Gloss Enamel. 2. Glidden: 4500 Glid-Guard Industrial Enamel. 3. Moore: Impervo High -Gloss Enamel #133. 4. Pittsburgh: 54 Line Quick -Dry Enamel. 5. P & L: Effecto Enamel. 6. S-W: Industrial Enamel B-54 Series. C. Alkyd Gloss Enamel: Weather -resistant high -gloss enamel for use over primed, zinc -coated (galvanized) metal surfaces and aluminum: 1. Devoe: 70XX Mirrolac Interior/Exterior Alkyd Gloss Enamel. 2. Glidden: 4500-Line Glid-Guard Industrial Enamel. 3. Moore: Impervo High -Gloss Enamel #133. ,... 4. Pittsburgh: 54 Line Quick -Dry Enamel. PAINTING �••�� Copyright 1988, AIA MASTERSPEC 11/88 5. P & L: Effecto Enamel. 6. S-W: Metalastic II Enamel B-53 Series. 2.5 INTERIOR FINISH PAINT MATERIAL A. Interior Semigloss Odorless Alkyd Enamel: Low -odor, semigloss, alkyd enamel for use over a primer and undercoat on concrete, masonry (including concrete masonry block), plaster, wood, and hardboard and both ferrous and zinc -coated (galvanized) metal surfaces and over a primer on gypsum drywall: 1. Devoe: 26XX Velour Alkyd Semigloss Enamel. 2. Glidden: 4200 Spred Ultra Semigloss Enamel. 3. Moore: Moore's Satin Impervo Enamel $#235. 4. Pittsburgh: 27 Line Wallhide Semigloss Enamel. 5. P & L: Cellu-Tone Alkyd Satin Enamel. 6. S-W: Classic 99 Semigloss Enamel A40 Series. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions under which painting will be performed for compliance with requirements for application of paint. Do not begin paint application until unsatisfactory conditions have been corrected. 1. Start of painting will be construed as the Applicator's acceptance of surfaces and conditions within a particular area. 3.2 PREPARATION OF NEW AND EXISTING SURFACES A. General Procedures: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items in place that are not to be painted, or provide surface - applied protection prior to surface preparation and painting. Remove these items if necessary for complete painting of the items and adjacent surfaces. Following completion of painting operations in each space or area, have items reinstalled by workers skilled in the trades involved. 1. Clean surfaces before applying paint or surface treatments. Remove oil and grease prior to cleaning. Schedule cleaning and painting so that dust and other PAINTING 09900 - 7 Copyright 1988, AIA MASTERSPEC 11/88 contaminants from the cleaning process will not fall on wet, newly painted surfaces. B. Surface Preparation: Clean and prepare surfaces to be painted in accordance with the manufacturer's instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. Notify Architect in writing of problems anticipated with using the specified finish -coat material with substrates primed by others. 2. Cementitious Materials: Prepare concrete, concrete masonry block, cement plaster, and mineral -fiber -reinforced cement panel surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. a. Use abrasive blast -cleaning methods if recommended by the paint manufacturer. b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause blistering and burning of finish paint, correct this condition before application. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's printed directions. C. Clean concrete floors to be painted with a 5 percent solution of muriatic acid or other etching cleaner. Flush the floor with clean water to remove acid, neutralize with ammonia, and rinse; allow to dry and vacuum before painting. d. At existing surfaces, repair surface defects,. damage and cracks before applying paint. Dull glossy areas with sandpaper or surface conditioner to facilitate adhesion. Feather and smooth chipped and abraided areas by sanding. 3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots and apply �- a thin coat of white shellac or other recommended knot sealer before application of primer. After priming, fill holes and imperfections in finish surfaces with .. putty or plastic wood filler. Sand smooth when dried. "" PAINTING 09900 - 8 Copyright 1988, AIA MASTERSPEC 11/88 b. Prime, stain, or seal wood to be painted immediately upon delivery. Prime edges, ends, faces, undersides, and backsides of wood, including cabinets, counters, cases, and paneling. c. When transparent finish is required, backprime with spar varnish. d. Backprime paneling on interior partitions where masonry, plaster, or other wet wall construction occurs on backside. e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately upon delivery. 4. Ferrous Metals: Clean nongalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council. a. Blast steel surfaces clean as recommended by the paint system manufacturer and in accordance with requirements of SSPC specification SSPC-SP 10. b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming.. C. Touch up bare areas and shop -applied prime coats that have been damaged. Wire -brush, clean with solvents recommended by the paint manufacturer, and touch up with the same primer as the shop coat. 5. Galvanized Surfaces: Clean galvanized surfaces with non - petroleum -based solvents so that the surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. C. Materials Preparation: Carefully mix and prepare paint materials in accordance with manufacturer's directions. 1. Maintain containers used in mixing and application of paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density; stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain material before using. 3. Use only thinners approved by the paint manufacturer, and only within recommended limits. D. Tinting: Tint each undercoat a lighter shade to facilitate identification of each coat where multiple coats of the same PAINTING 09900 - 9 Copyright 1988, AIA MASTERSPEC 11/88 material are applied. Tint the finish coat, but provide of undercoats to distinguish 3.3 APPLICATION undercoats to match the color of sufficient differences in shade each separate coat. A. Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. B. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 1. Paint colors, surface treatments, and finishes are indicated in "schedules." 2. Provide finish coats that are compatible with primers used. 3. The number of coats and film thickness required is the same regardless of the application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. Sand between applications where sanding is required to produce an even smooth surface in accordance with the manufacturer's directions. 4. Apply additional coats when undercoats, stains, or other conditions show through final coat of paint until paint film is of uniform finish, color, and appearance. Give special attention to ensure that surfaces, including edges, corners, crevices, welds, and exposed fasteners, receive a dry film thickness equivalent to that of flat surfaces. 5. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures, convector covers, covers for finned tube radiation, grilles, and similar components are in place. Extend coatings in these areas as required to maintain the system integrity and provide desired protection. 6. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Paint surfaces behind permanently fixed equipment or furniture with prime coat only before final installation of equipment. 7. Paint interior surfaces of ducts, where visible through registers or grilles, with a flat, nonspecular black paint. 8. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 9. Finish interior of wall and base cabinets and similar field- finished casework to match exterior. PAINTING 09900 - 10 Copyright 1988, AIA MASTERSPEC 11/88 10. Finish exterior doors on tops, bottoms, and side edges same as exterior faces. 11. Sand lightly between each succeeding enamel or varnish coat. 12. Omit primer on metal surfaces that have been shop -primed and touch up painted. C. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. Allow sufficient time between successive coats to permit proper drying. Do not recoat until paint has dried to where it feels firm, and does not deform or feel sticky under moderate thumb pressure and where application of another coat of paint does not cause lifting or loss of adhesion of the undercoat. D. Minimum Coating Thickness: Apply materials at not less than the manufacturer's recommended spreading rate. Provide a total dry film thickness of the entire system as recommended by the manufacturer. E. Mechanical and Electrical Work: Painting mechanical and electrical work is limited to items exposed in mechanical equipment rooms and in occupied spaces. F. Mechanical items to be painted include but are not limited to: 1. Piping, pipe hangers, 2. Heat exchangers. 3. Tanks. 4. Ductwork. 5. Insulation. 6. Supports. 7. Motors and mechanical 8. Accessory items. and supports. equipment. G. Electrical items to be painted include but are not limited to: 1. Conduit and fittings. 2. Switchgear. H. Prime Coats: Before application of finish coats, apply a prime coat of material as recommended by the manufacturer to material that is required to be painted or finished and has not been prime coated by others. Recoat primed and sealed PAINTING 09900 - 11 Copyright 1988, AIA MASTERSPEC 11/88 surfaces where evidence of suction spots or unsealed areas in �-* first coat appears, to assure a finish coat with no burn through or other defects due to insufficient sealing. I. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling such as laps, irregularity in texture, skid marks, or other surface imperfections. J. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform finish, color, appearance, �. and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. 1. Provide satin finish for final coats. K. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not in compliance with specified requirements. 3.4 CLEANING A. Cleanup: At the end of each work day, remove empty cans, rags, rubbish, and other discarded paint materials from the site. B. Upon completion of painting, clean glass and paint -spattered A- surfaces. Remove spattered paint by washing and scraping, using care not to scratch or damage adjacent finished surfaces. 3.5 PROTECTION A. Protect work of other trades, whether to be painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to �-. Architect. B. Provide "wet paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others for protection of their work after completion of painting operations. 1. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 3.6 EXTERIOR PAINT SCHEDULE PAINTING 09900 - 12 Copyright 1988, AIA MASTERSPEC 11/88 A. General: Provide the following paint systems for the various substrates indicated. B. Wood Soffits: 1. Low -Luster Finish: 2 finish coats over existing. a. First Coat: Exterior alkyd oil paint. b. Second Coat: Exterior alkyd oil paint. C. Wood Trim: 1. Medium -Shade, Semi -Gloss Alkyd Finish: 2 finish coats over existing. a. Primer: Exterior Primer Coating (FS TT-P-25). b. First Coat: Medium -Shade, Ready -Mixed Exterior Oil Paint (FS TT-P-81). C. Second Coat: Medium -Shade, Ready -Mixed Exterior Oil Paint (FS TT-P-81). D. Ferrous Metal: Primer is not required on shop -primed items. 1. Full -Gloss Alkyd Enamel: 2 finish coats over existing. a. First Coat: Alkyd Gloss Enamel (FS TT-E-489). b. .Second Coat: Alkyd Gloss Enamel (FS TT-E-489). E. Zinc -Coated Metal: 1. High -Gloss Alkyd Enamel: 2 finish coats over primer. a. Primer: Galvanized Metal Primer (FS TT-P-641). b. First Coat: Alkyd Gloss Enamel (FS TT-E-489). C. Second Coat: Alkyd Gloss Enamel (FS TT-E-489). 3.7 INTERIOR PAINT SCHEDULE A. General: Provide the following paint systems for the various substrates, as indicated. B. Concrete Masonry Units: 1. Semigloss Alkyd Enamel Finish: 2 coats over existing surface with total dry film thickness not less than 3.5 mils. a. Finish Coats: Interior Semigloss Odorless Alkyd Enamel (FS TT-E-509). PAINTING 09900 - 13 Copyright 1988, AIA MASTERSPEC 11/88 C. Gypsum Drywall Systems: 1. Odorless Semigloss Alkyd Enamel Finish: 3 coats with total dry film thickness not less than 2.5 mils. a. Primer: Interior Latex -Based White Primer (FS TT-P- 650) . b. First Coat: Interior Semigloss Odorless Alkyd Enamel °'- (FS TT-E-509) . C. Second Coat: Interior Semigloss Odorless Alkyd Enamel (FS TT-E-509). D. Ferrous Metal: 1. Semigloss Enamel Finish: 2 coats over primer with total dry film thickness not less than 2.5 mils. a. Primer: Synthetic Rust -Inhibiting Primer (FS TT-P- �-- 664) . b. Undercoat: Interior Enamel Undercoat (FS TT-E-543). C. Finish Coat: Interior Semigloss Odorless Alkyd Enamel (FS TT-E-509). END OF SECTION 09900 I— PAINTING 09900 - 14 Copyright 1989, AIA MASTERSPEC 8/89 SECTION 10800 - TOILET AND BATH ACCESSORIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following toilet accessory items: 1. Remove and re -install existing toilet accessories. 2. Grab bar. 1.3 SUBMITTALS A: General: Submit the following in accordance with Conditions of Contract and Division 1 Specifications Sections. B. Product Data for each toilet accessory item specified, including details of construction relative to materials, dimensions, gages, profiles, method of mounting, specified options, and finishes. C. Schedule: Indicating types, quantities, sizes, and installation locations (by room) for each toilet accessory item to be provided for project. D. Setting Drawings: Where cutouts are required in other work, provide templates, substrate preparation instructions, and directions for preparing cutouts and for installation of anchorage devices. 1.4 QUALITY ASSURANCE A. Inserts and Anchorages: Furnish inserts and anchoring devices that must be set in concrete or built into masonry; coordinate delivery with other work to avoid delay. B. Single -Source Responsibility: Provide products of same manufacturer for each type of accessory unit and for units exposed to view in same areas, unless otherwise acceptable to Architect. TOILET AND BATH ACCESSORIES 10800 - 1 Copyright 1989, AIA MASTERSPEC 8/89 r- 1.5 PROJECT CONDITIONS A. Coordination: Coordinate accessory locations, installation, and sequencing with other work to avoid interference and to assure proper installation, operation, adjustment, cleaning, "^ and servicing of toilet accessory items. 1.6 WARRANTY A. Special Project Warranty: Provide manufacturer's written 5- year warranty against silver spoilage of mirrors, agreeing to replace any mirrors that develop visible defects within warranty period. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering toilet accessories that may be incorporated in the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide toilet accessories by one of the following: 1. A & J Washroom Accessories. 2. American Specialties, Inc. 3. Bobrick Washroom Equipment, Inc. 4. Bradley Corporation. 5. General Accessory Manufacturing Co. 2.2 MATERIALS, GENERAL A. Stainless Steel: AISI Type 302/304, with polished No. 4 finish, 22-gage (.034-inch) minimum thickness, unless otherwise indicated. B. Fasteners: Screws, bolts, and other devices of same material as accessory unit or of galvanized steel where concealed. 2.3 GRAB BARS A. Stainless Steel Type: Provide grab bars with wall thickness not less than 18 gage (.050 inch) and as follows: TOILET AND BATH ACCESSORIES 10800 - 2 Copyright 1989, AIA MASTERSPEC 8/89 1. Mounting: Concealed, manufacturer's standard flanges and anchorages. 2. Clearance: 1-1/2 inches clearance between wall surface and inside face of bar. 3. Gripping Surfaces: Manufacturer's standard nonslip texture. 4. Heavy -Duty Size: Outside diameter of 1-1/2 inches. 2.4 FABRICATION A. General: Only a maximum 1-1/2-inch diameter, unobtrusive stamped logo of manufacturer, as approved by Architect, is permitted on exposed face of toilet or bath accessory units. On either interior surface not exposed to view or back surface, provide additional identification by means of either a printed, waterproof label or a stamped nameplate, indicating manufacturer's name and product model number. B. Surface -Mounted Toilet Accessories, General: Except where otherwise indicated, fabricate units with tight seams and joints, exposed edges rolled. Provide concealed anchorage wherever possible. PART 3 - EXECUTION 3.1 INSTALLATION A. Install toilet accessory units in accordance with manufacturers' instructions, using fasteners appropriate to substrate and recommended by manufacturer of unit. Install units plumb and level, firmly anchored in locations and at heights indicated. B. Carefully remove existing toilet accessories prior to removing existing wainscote. Clean, repair and adjust accessories to assure proper operation. Re -install over new wall panelling. Locate units to meet handicapped requirements. 3.2 ADJUSTING AND CLEANING A. Adjust toilet accessories for proper operation and verify that mechanisms function smoothly. Replace damaged or defective items. TOILET AND BATH ACCESSORIES 10800 - 3 Copyright 1989, AIA MASTERSPEC 8/89 B. Clean and polish all exposed surfaces in strict accordance --a with manufacturer's recommendations after removing temporary labels and protective coatings. END OF SECTION 10800 TOILET AND BATH ACCESSORIES 10800 - 4 SECTION 15000 - GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL SPECIAL NOTE: The Architectural and Structural Plans and Specifications, including the supplements issued thereto, Information to Bidders, and other pertinent documents issued by the Architect, are a part of these specifications and the accompanying mechanical and electrical plans, and shall be complied with in every respect. All the above is included herewith, will be issued separately or is on file at the Architect's office, and shall be examined by all bidders. Failure to comply shall not relieve the Contractor of responsibility or be used as a basis for additional compensation due to omission of drawings. Where the Supplementary General Conditions conflict with the General Conditions, the Supplementary General Conditions shall govern. CHECKING DOCUMENTS: The drawings and the specifications are numbered consecutively. The Contractor shall check the 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 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 documents. GENERAL: In general, the lines and ducts to be installed by the various trades under these specifications shall be run as indicated, as specified herein, as required by particular conditions at the site, and as required to conform to the generally accepted standards as to complete the work in a neat and satisfactorily workable manner. The following is a general outline concerning the running of various lines and ducts and is to be excepted where the drawings or conditions at the building necessitate deviating from these standards. All piping, conduit and ductwork for the mechanical and electrical trades shall pass vertically through finished areas concealed in chases, except as otherwise specified above, indicated on the drawings, or required. Horizontal lines run on the undersides of the construction above in areas that have ceilings shall be run concealed in those ceilings, unless otherwise specifically indicated or directed. Piping, ductwork, conduits and raceways may be run exposed in machinery and equipment spaces, where serving as connections to motors and equipment items in finished rooms where exposed connections are required, and elsewhere as indicated on the drawings or required. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-1 All conduits in any space where they are exposed shall run parallel with the building walls. They shall enter the concealed areas perpendicular with the walls, ceilings or floors. Fittings shall be used where necessary to comply with this requirement. The Contractor shall thoroughly acquaint himself with the details of the construction and finishes before submitting his bid as no allowances will be made because of the Contractor's unfamiliarity with these details. Place all inserts in masonry walls while they are under construction. All concealed lines shall be installed as required by the pace of the general construction to precede that general construction. The mechanical and electrical plans do not give exact details as to elevations of lines and ducts, exact locations, etc., and do not show all the offsets, control lines, pilot lines and other installation details. The Contractor shall carefully lay out his work at the site to conform to the architectural and structural conditions, to provide proper grading of lines, to avoid all obstruction, to conform to details of installation supplied by the manufacturers of the r- equipment to be installed, and thereby to provide an integrated, satisfactorily operating installation. The electrical plans show diagrammatically the locations of the various electrical outlets and apparatus and the method of circuiting and controlling them. Exact locations of these outlets and apparatus shall be determined by reference to the general plans and to all detail drawings, equipment drawings, roughing -in drawings, etc. by measurements at the building, and in cooperation with other sections, and in all cases shall be subject to the approval of the Architect. �. The Architect reserves the right to make any reasonable change in location of any outlet or apparatus before installation or after installation if an obvious conflict exists, without additional cost to the owner. The mechanical plans do not give exact locations of outlets, fixtures, equipment items, etc. The exact location of each item -- shall be determined by reference to the general plans and to all detail drawings, equipment drawings, roughing -in drawings, etc., by measurements at the building, and in cooperation with other sections. Minor relocations necessitated by the conditions at the site or as directed by the Architect shall be made without any additional cost accruing to the Owner. The Contractor shall be responsible for the proper fitting of his material and apparatus into the space. Should the particular equipment which any bidder proposes to install require other space conditions than those indicated on the drawings, he shall arrange for such space with the Architect before submitting his bid. Should changes become necessary on account of failure to comply with this clause, the Contractor shall make such necessary changes at his (the Contractor's) own expense. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-2 The Contractor shall submit working scale drawings of all his apparatus and equipment which in any way varies from these specifications and plans, which shall be checked by the Architect before the work is started, and interferences with the structural conditions shall be corrected by the Contractor before the work proceeds. Order of precedence shall be observed in laying out the pipe, ductwork, material, and conduit in order to fit the material into the space above the ceiling and in the chases and walls. The following order shall govern. 1. Items affecting the visual appearance of the inside of the building such as lighting fixtures, diffusers, grilles, outlets, panelboards, etc. Coordinate all items to avoid conflicts at the site. 2. Lines requiring grade to function such as sewers. 3. Large ducts and pipes with critical clearances. 4. Conduit, water lines, and other lines whose routing is not critical and whose function would not be impaired by bends and offsets. Piping, ducts and conduits serving outlets on items of equipment shall be run in the most appropriate manner. Where the equipment has built-in chases, the lines shall be contained therein. Where the equipment is of the open type, the lines shall be run as close as possible to the underside of the top and in a neat and inconspicuous manner. Exceptions and inconsistencies in plans and specifications shall be brought to the Architect's attention before the contract is signed, otherwise the Contractor shall be responsible for any and all changes and additions that may be necessary to accommodate his particular apparatus, material, or equipment. The Contractor shall distinctly understand that the work described herein and shown on the accompanying drawings shall result in a finished and working job, and any item required to accomplish this intent shall be included whether specifically mentioned or not. Each bidder shall examine the plans and specifications for the General Construction. If these documents show any item requiring work under Division 15 or 16 and that work is not indicated on the respective "M", "E", "P" drawings he shall notify the Architect in sufficient time to clarify before bidding. If no notification is received, the Contractor is assumed to require no clarification, and shall install the work as indicated on the General Plans in accordance with the specifications. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-3 R.- DIMENSIONS: Before ordering any material or doing any work, the Contractor shall verify all dimensions, including elevations, and shall be responsible for the correctness of the same. No extra charge or compensation will be allowed on account of differences between actual dimensions and measurements indicated on the drawings. Any difference which may be found shall be submitted to the Architect for consideration before proceeding with the work. INSPECTION OF SITE: The accompanying plans do not indicate completely the existing mechanical and electrical installations. The bidders for the work under these sections of the specifications shall inspect the existing installations and thoroughly acquaint themselves with conditions to be met and the work to be accomplished in removing and modifying the existing work, and in installing the new work in the present building and underground serving to and from that structure. Failure to comply with this shall not constitute grounds for any additional payments in connection with removing or modifying any part of the existing installations and/or installing any new work. ELECTRICAL WIRING: All electric wiring of every character, both for power supply, for pilot and control, for temperature control, for communications, etc. will be done under Division 16 of these specifications. Every electrical current consuming device furnished as a part of this project, or furnished by the Owner and installed in this project, shall be completely wired up under Division 16. Verification of exact location, method of connection, number and size of wires required, voltage requirements, and phase requirements is the responsibility of the Contractor under Division 16. If conflicts occur between the drawings and the actual requirements, actual requirements shall govern. MOTORS AND CONTROLS: All motors furnished under any of the several sections of these specifications shall be of recognized manufacture, of adequate capacity for the loads involved and wound for the current characteristics shown on the electrical drawings. All motors shall conform to the standards of manufacture and performance of the National Electrical Manufacturers Association as shown in their latest publications. They shall further be listed by Underwriter's Laboratories. Starters shall be furnished with all motors unless otherwise noted. These starters shall be of the totally enclosed type of capacity rating within the required limits of the motors which they are to GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-4 serve, shall be suitable for the motor current characteristics and shall provide thermal overload protection. All starters shall be standard of manufacture and performance of the National Electrical Manufacturers Association. They further shall be listed by Underwriters Laboratories. Provide overload protection in each phase wire. The Contractor for each section shall erect all his motors in place ready for connections and shall furnish with each motor a starter and all controls of the types specified and deliver them in good condition to the Contractor under Division 16 at the job. The Contractor, under Division 16 shall mount all the starters and controls, furnishing the supporting structures and any required outlet boxes. PROGRESS OF WORK: The Contractor shall keep himself fully informed as to the progress of the work and do his work at the proper time without waiting for notification from the Architect or Owner. MANUFACTURER'S DIRECTIONS: All manufactured articles shall be applied, installed and handled as directed by the manufacturer. MATERIALS AND WORKMANSHIP: All materials shall be new unless otherwise specified, and of the quality specified. Materials shall be free from defects. All materials of a type for which the Underwriters' Laboratories, Inc., have established a standard shall be listed by the Underwriters' Laboratories, Inc., and shall bear their label. Wherever the make of material or apparatus required is not definitely specified, the Contractor shall submit a sample to the Architect before proceeding. The Architect reserves the right to call for samples of any item of material offered in substitution, together with a sample of the specified material, when, in the Architect's opinion, the quality of the material and/or the appearance is involved and its deemed that an eval.uatirni of the two materials may be better made by visual inspection. This shall be limited to lighting fixtures, wiring devices, plumbing brass, grilles, registers, ceiling outlets and similar items and shall not be applicable to major manufacturers items of equipment. The Contractor shall be responsible for transportation of his materials to and on the job, and shall be responsible for the storage GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-5 I - and protection of his materials and work until the final acceptance of the job. The Contractor shall furnish all necessary scaffolding, tackle, tools, and appurtenances of all kinds, and all labor required for the safe and expeditious execution of his contract. The workmanship shall in all respects be of the highest grade and all construction done according to the best practice of the trade. SUBSTITUTION OF MATERIAL: Where a definite material or only one manufacturer's name is mentioned in these specifications, it has been done in order to establish a standard. The product of the particular manufacturer mentioned is of satisfactory construction and any substitution must be of quality as good as or better than the named article. No substitution shall be made without review by the Architect, who will be the sole judge of equality. Within 30 days of being awarded the Contract for any section or sections of the work under this heading, the Contractor shall submit for approval a complete list of the materials he proposes to use. This list shall give manufacturer's names and designations corresponding to each and every item and the submission shall be accompanied by complete descriptive literature and/or any supplementary data, drawings, etc., necessary to give full and complete details. If the material is not submitted within 30 days of the contract signing, the Contractor shall furnish the specified materials. Should a substitution be accepted under the provisions of the conditions of these specifications, and should this substitute prove to be defective or otherwise unsatisfactory for the service for which it is intended within the guarantee period, the Contractor who originally requested the substitution shall replace the substitute material with the specified material. SHOP DRAWINGS• Wherever shop drawings are called for in these specifications, they shall be furnished by the Contractor for the work involved after review by the Architect as to the make and type of material and in sufficient time so that no delay or changes will be caused. This is done in order to facilitate progress on the job and failure on the part of the Contractor to comply shall render him liable to stand the expense of any and all delays, changes in construction, etc., occasioned by his failure to provide the necessary details. Also, if the Contractor fails to comply with this provision, the Architect reserves the right to go directly to the manufacturer he selects and secure any details he might deem necessary and should there be any GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-6 charges in connection with this, they shall be borne by the Contractor. Shop drawings will be reviewed by the Architect for general compliance with the design concept of the project and general compliance with the information given in the contract documents. Review by the Architect and any action by the Architect in marking shop drawings is subject to the requirements of the entire contract documents. Contractor will be held responsible for quantities, dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of all trades and the satisfactory performance of his work. Shop drawings submitted shall not consist of manufacturer's catalogues or tear sheets therefrom that contain no indication of the exact item offered. Rather, the submission of individual items shall designate the exact item offered and shall clearly identify the item with the project. All shop drawings shall be submitted at one time and shall consist of a bound catalogue of all shop drawings under each section, properly indexed and certified that they have been checked by the Contractor. The omissions of any material from the shop drawings which has been shown on the contract drawings or specified, even though reviewed by the Architect, shall not relieve this contractor from furnishing and erecting same. PROTECTION OF APPARATUS: The Contractor shall at all times take such precautions as may be necessary to properly protect his new apparatus from damage. This shall include the erection of all required temporary shelters to adequately protect any apparatus stored in the open on the site, the cribbing of any apparatus above the floor of the construction, and the covering of apparatus in the incompleted building with tarpaulines or other protective covering. Failure on the part of the Contractor to comply with the above to the entire satisfaction of the Architect will be sufficient cause for the rejection of the pieces of apparatus in question. PERMITS. FEES, ETC: The Contractor under each section of these specifications shall arrange for a permit from the local authority. The Contractor shall arrange for water, gas and electric services. If any charges are made by any of the utility companies due to the work on this project, the contractor shall pay these charges, including charges for metering, connection, street cutting, etc. The Contractor shall pay for any inspection fees, or other fees and charges required by ordinance, law, codes and these specifications. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-7 TESTING• The Contractor under each division shall at his own expense perform the various tests as specified and required by the Architect and as required by the State and local authorities. The Contractor shall furnish all fuel and materials necessary for making tests. LAWS. CODES AND ORDINANCES: All work shall be executed in strict accordance with all local, state, and national codes, ordinances, and regulations governing the particular class of work involved, as interpreted by the inspecting authority. The Contractor shall be responsible for the final execution of the work under this heading to suit those requirements. Where these specifications and the accompanying drawings conflict with these requirements, the Contractor shall report the matter to the Architect, shall prepare any supplemental drawings required illustrating how the work may be installed so as to comply and on approval, make the changes at no cost to the Owner. On completion of the various portions of the work the installation shall be tested by �- the constituted authorities and approved and on completion of the work, the Contractor shall obtain and deliver to the Owner a final certificate of acceptance. 0— TERMINOLOGY• Whenever the words "furnish", "provide", "furnish and install," "provide and install", and/or similar phrases occur, it is the intent that the materials and equipment described be furnished, installed and connected under this Division of the Specifications, complete for operation unless specifically noted to the contrary. Where a material is described in detail, listed by catalogue number, or otherwise called for, it shall be the Contractor's responsibility to furnish and install the material. The use of the word "shall" conveys a mandatory condition to the contract. "This section" always refers to the section in which the statement occurs. "The project" includes all work in progress during the construction period. In'describing the various items of equipment, in general, each item will be described singularly, even though there may be a multiplicity of identical or similar items. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-8 COOPERATION AND CLEANING UP: The contractor for the work under each section of these specifications shall coordinate his work with the work described in all other sections of the specifications to the end that, as a whole, the job shall be a finished one of its kind, and shall carry on his work in such a manner that none of the work under any section of these specifications shall be handicapped, hindered, or delayed at any time. At all times during the progress of the work, the Contractor shall keep the premises clean and free of unnecessary materials and debris. The Contractor shall, on direction at any time from the Architect, clear any designated areas or area of materials and debris. On completion of any portion of the work, the Contractor shall remove from the premises all tools and machinery and all debris occasioned by the work, leaving the premises free of all obstructions and hindrances. COORDINATION OF TRADES: The contractor shall be responsible for resolving all coordination required between trades. For example: Items furnished under Division 15 which require electrical connections shall be coordinated with Division 16 for: 1. Voltage 2. Phase 3. Ampacity 4. No. and size of wires 5. Wiring diagrams 6. Starter size, details and location 7. Control devices and details Items furnished under various sections which require plumbing connections shall be coordinated for services, pressure, size and location of connections, type of fuel, clearances for service, auxiliary devices required, etc. Items requiring insulation shall be fully insulated and that insulation shall be checked against manufacturer's directions and job requirements for suitability, coverage, thickness and finish. Items installed in/on finished ceilings shall be coordinated with the ceiling construction. The contractor under each section shall conform to the reflected ceiling plan and shall secure details and/or samples of the ceiling materials as necessary to insure compatability. Any device not conforming to this requirement shall be replaced by the Contractor at his expense. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-9 All items specified under Divisions 15 and 16 shall be installed tight, plumb, level, square and.symmetrically placed in relation to the work of other trades. CUTTING AND PATCHING: The Contractor for work specified under each section shall perform all structural and general construction modifications and cut all openings through either roof, walls, floors, or ceilings required to install all work specified under that section or to repair any defects that appear up to the expiration of'the guarantee. All of this cutting shall be done under the supervision of the Architect, and the Contractor shall exercise due diligence to avoid cutting openings larger than required or in wrong locations. Verify the scope of this work at the site and in cooperation with all other trades before bidding. No cutting shall be done to any of the structural members that would tend to lessen their strength, unless specific permission is granted by the Architect to do such cutting. The Contractor for work under each section shall be responsible for the patching of all openings cut to install the work covered by that section and to repair the damage resulting from the failure of any part of the work installed hereunder. Before bidding, the Contractor shall review and coordinate the cutting and patching required under the respective section with all trades. In all spaces where new work under Division 15 and 16 is installed and no other alteration or refinishing work is shown or called for, existing floors, walls and ceilings shall be restored to match existing conditions. All cutting and patching shall be done by workmen skilled in the affected trade. Where openings are cut through masonry walls, the Contractor under each respective section shall provide and install lintels or other structural supports to protect the remaining masonry and adequate support shall be provided during the cutting operation to prevent any damage to the masonry occasioned by the operation. All structural members, supports, etc. shall be of the size, shape, and installed as directed by the Architect. LARGE APPARATUS: Any large piece of apparatus which is to be installed in any space in the building, and which is too large to permit access through windows, doorways, or shafts shall be brought to the job by the Contractor involved and placed in the space before the enclosing structure is completed. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-10 ACCESS PANELS• Wherever mechanical and/or electrical equipment is installed and where future access is required through either walls or ceilings and such cannot be obtained through the removable ceiling or through other means, the Contractor shall provide Milcor Style "M" access doors at least 12 inches by 12 inches in size or larger if required for access. Provide access doors for all fire dampers, smoke dampers, valves, etc. USE OF SYSTEMS: It is considered that it will be necessary to operate the mechanical systems to provide heating and ventilation in portions of the building that are enclosed. As systems or portions of systems become operable, they shall be operated as required to maintain habitable conditions in enclosed portions of the building that are still under construction and portions that are fully complete as may be required to properly protect installed piping, equipment and finishes. In order to provide protection to ducts, plenums, etc. install temporary filters over or in return air openings until all finished painting is completed. Protect supply outlets, coils, etc. as necessary in each case. Except for operation of cooling equipment to prove its performance and to adjust and balance the systems, that equipment will not be operated for comfort of construction workers. During warm weather the Contractor shall arrange for the operation of systems to supply 100 percent outside air. The systems controls shall be reset to their normal cycle of operation in each case during the times that heating is required and when the cooling equipment is operated. Immediately prior to the time that the systems are to be accepted by the Owner, each system shall be carefully examined and if ductwork is dirty, it shall be carefully cleaned by men skilled in that type of work. All filters shall be put in first class condition by replacement of filters, and/or other procedures as directed. The use of the equipment for maintaining environmental and/or protective temperature conditions shall in no way constitute acceptance of that equipment and the connected piping, ducts, insulation, finishes, etc. by the Owner. Furthermore, it shall in no way shorten the guarantee period hereinafter specified. The Contractor shall either secure extended warranties from the vendors of equipment or shall purchase insurance to provide proper coverage on the equipment through the guarantee period and shall file with the Architect substantiating affidavits from equipment manufacturers or a copy of the insurance policy covering the equipment through the guarantee period. The personal underwriting of the Contractor for equipment manufacturer's warranties is not acceptable, but his personal underwriting of piping, ductwork, insulation, and associated GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-11 materials is acceptable, subject to the provisions of the contract. The Contractor shall provide such labor as may be required in the operation of the systems and shall pay all costs. PAINTING: All painting shall be done by the Contractor under Division 9. Following is a general outline of the required work for Divisions 15 and 16. 1. If the factory finish on any apparatus or equipment is marred, it shall be touched up and then given one coat of half flat half enamel, followed by a coat of machinery enamel of a color to match the original. Paint factory primed surfaces. 2. Paint all exposed pipe, conduit, boxes, cabinets and hangers and supports and miscellaneous metal. SALVAGE MATERIALS: Existing equipment, piping, duct, wire, conduit, fixtures, convectors, accessories, and other items associated with the mechanical, electrical or plumbing systems, where exposed to view or uncovered by any cutting or removal of general construction: If the item has no continuing function (as determined by the Architect) it shall be removed by the Contractor under the section in which the item normally falls. Existing items (see above) where concealed in/above construction which is not disturbed, abandon in place. Plug, cap, disconnect or otherwise render harmless all such items. All items or materials removed from the Project shall be made available for the Owner's inspection. The owner retains the option to claim any item or material. Contractor shall deliver any claimed item or material in good condition to the place designated by the owner. All items not claimed become the property of the Contractor and shall be removed from the site. SCHEDULE OF WORK: The Contractor shall program his work in such manner as to interfere as little as possible with the normal routine of the Owner. It must be understood that the Owner will continue to function throughout the ^— construction period. All water, electrical and sanitary facilities shall therefore be continued in operation with a minimum of interruption and the Contractor shall make any temporary connections necessary to comply with this requirement. The work under the various sections must be expedited and close coordination will be required in executing the work. The various trades shall perform their portion of the work at such times as GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-12 directed so as to insure meeting scheduled completion dates, and to avoid delaying any other trade. The Architect will set up completion dates, schedule the times of work in the various areas involved, etc. Each Contractor shall cooperate in establishing these times and locations and shall process his work so as to insure the proper execution of it. WORKING TIME: Where new connections are to be made into existing lines, present lines must be relocated or rerouted, present equipment items relocated, or other work accomplished that would affect the operation of the present building, the work shall be carried on at such times as to cause a minimum of interference with the normal operation of that building. In certain cases the work may be accomplished during normal working hours during certain designated seasons or times of the year. In other cases the work may have to be executed during times of the day outside of the normal working period, on holidays, etc. Each individual case presents a separate decision as to the time during which it shall be performed. The Contractor involved shall present each case to the Architect for his decision, which will be made after due consultation with the Owner. No additional compensation for overtime will be granted for compliance with these requirements. INSTALLATION DRAWINGS: It shall be incumbent upon the Contractor to prepare special drawings as called for elsewhere herein or directed by the Architect to coordinate the work under each section, to illustrate changes in his work, to facilitate its concealment in finished spaces or avoid obstructions, or to illustrate the adaptability of any item of equipment which he proposes to use. These drawings shall be used in the field for the actual installation of the work. Unless otherwise directed, they shall not be submitted for approval, but three copies shall be provided to the Architect for his information. OPERATING INSTRUCTIONS: The Contractor for each section of the work hereunder shall, in cooperation with the representatives of the manufacturers of various equipment items carefiill.,y instruct the Owner's representatives in the proper operation of each item of equipment and of each system. During the balancing and adjusting of systems, the Owner's representative shall be made familiar with all procedures. OPERATING MANUALS: Prepare and submit 3 copies of the operating manuals bound in hard covers. Three weeks prior to completion of the work, the Architect GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-13 will check the manuals and any additional material necessary to complete the manuals shall be furnished and inserted by the Contractor. Manuals shall contain the following data: 1. Catalogue data of all equipment. 2. Shop drawings of all equipment. 3. Temperature control drawings (reduced in size). 4. Start-up instructions for major equipment. 5. Trouble shooting procedures for major equipment. 6. Wiring diagrams. 7. Recommended maintenance schedule for equipment. _ 8. Parts list for all items. 9. Name and address of each vendor. GUARANTEE• Unless a longer guarantee is hereinafter called for, all work, material and equipment items shall be guaranteed for a period of one year after acceptance by the Owner. All defects in labor and materials occurring during this period, as determined by the Architect, shall be repaired and/or replaced to the complete satisfaction of the Architect. Guarantee shall be in writing and in triplicate. COMPLETION REQUIREMENTS: Before acceptance and final payment the Contractor under each Division of the specifications shall furnish: 1. Accurate "as built" drawings, shown in red ink on blue line prints furnished for that purpose all changes from the original plans made during installation of the work. Drawings shall be filed with the Architect when the work is completed. 2. All manufacturer's guarantees. 3. All operating manuals. 4. Guarantees. 5. Test and Balance Report. CONTRACTOR'S RESPONSIBILITY FOR FINAL INSPECTION: Before calling for the final inspection, the Contractor under each Division shall carefully inspect his work to be sure it is complete and according to plans and specifications. '— END OF SECTION 15000 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-14 SECTION 15100 - HEATING VENTILATING AND AIR CONDITIONING PART 1 - GENERAL NOTE: Conform with the applicable provisions of the General Conditions, the Special Conditions and the General Requirements. SUBMITTALS• Submit manufacturer's data and shop drawings on all materials. SCOPE• This section of the specifications pertains to all labor, materials, equipment and service necessary for and incidental to the heating, ventilating and air conditioning system as shown on the drawings and/or as specified herein. All appurtenances and auxiliary equipment necessary to the function of any specified item of equipment shall be furnished with the item of equipment, whether specifically mentioned or not. Each item of equipment shall perform the function for which it is intended, and all work necessary to provide a complete functional system shall be provided. This specification requires that all items of equipment be completely installed, finally connected, tested and placed in service. It shall be the responsibility of the Contractor to verify all requirements of the equipment and the contract and certify with the submittal of the shop drawings that all requirements have been met, including: 1. Space requirements 2. Electrical requirements (voltage, phase, wires - No. and size) 3. Capacities 4. Clearance for maintenance 5. Quality 6. Quantity PART 2 - PRODUCTS MOTORS AND STARTERS: Provide motors and starting equipment for all motor driven equipment. All motors larger than 1/4 HP shall have magnetic starters with a switching device. All single phase motors larger than 1/6 HP shall be capacitor start. HEATING, VENTILATING AND AIR CONDITIONING 15100-1 FLUE VENTS: Provide and install flue vents on all gas burning devices including furnaces. All such flue vents shall be constructed of Metalbestos double wall metal conduit and shall be of the sizes recommended by the manufacturers of the devices vented. They shall be complete with all couplings and other required fittings and shall terminate 241, above the roof in a ventilator type weatherproof rainhead similar and equal to a Breidert Air-X-Hauster. Where any vent passes through combustible construction it shall be provided with a separation in accordance with the standards of the NFPA. All vents shall be .. flashed and counterflashed into the roofing construction to the satisfaction of the Architect and shall be watertight. FURNACE - GAS FIRED• Furnace shall have the heating and fan capacities scheduled. It shall be a Lennox steel forced warm air, gas fired winter air conditioner complete with heavy furniture steel casing, heat transfer element, burner, draft diverter, gas pressure regulator, automatic pilot and safety controls, squirrel cage fans with motors and v-belt drives, filter and all other standard accessories. Automatic controls at each unit shall include magnetic gas valves, remote room thermostats, limit controls and thermostatic fan switch. Fan motors shall be provided with thermal overload protection. Temperature controls shall be furnished by the unit manufacturer. Similar and equal furnaces as manufactured by Carrier, Trane and Westinghouse are acceptable. FANS: The fans indicated on the drawings shall be provided in accordance with the schedule on the drawings. Fans shall be AMCA rated. Fans shall be furnished with backdraft dampers, starters, disconnect switches, flexible connection and birdscreen. All roof mounted exhaust fans shall be of the power roof ventilator type with fan wheels mounted horizontally. All fan housings shall be corrosion resistant construction. All tans shall be equipped with ball bearings, permanently lubricated. Fans shall be resiliently mounted. Curbs shall be factory fabricated and furnished with the unit. Exhaust fans shall be as manufactured by Cook, Penn Ventilator, Jenn Aire Products Co. or Greenheck. HEATING, VENTILATING AND AIR CONDITIONING 15100-2 CEILING EXHAUST FANS: Unitary exhaust fans shall be as scheduled on the drawings. They shall be centrifugal, direct driven fans in a sound insulated sheet metal housing for installation above the ceiling. There shall be a finished integral grille for each unit. Provide a backdraft damper, duct thru the roof and suitable rain cap for each. Fans shall be Penn, Greenheck, or equal. ELECTRIC HEATERS: Furnish and install as shown on the drawings the electric wall heaters. The heating elements shall be corrosion resistant. The unit shall have a front panel mounted thermostat with "off" position. Wall heaters shall be Markel or equal. LOW PRESSURE DUCTWORK: Except as otherwise specified herein, in other sections of the specifications, and/or noted on the drawings, low pressure ducts shall be constructed of galvanized steel sheets in accordance with the recommended construction for low pressure ducts insofar as gauges of metal to be used, bracing of joints and joint construction as established in the latest edition of the ASHRAE HANDBOOK. Duct construction details shall conform to "Low Pressure Duct Construction Standards", 5th Edition, published by the Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA). Make square elbows where shown or required, with factory -fabricated turning vanes. Make all other changes in direction with rounded elbows having a centerline radius equal to 1-1/2 times the width of the duct in the plane of the bend. Make transformations in duct shape or dimension with gradual slopes on all sides. Make increases in dimensions in the direction of air flow, with a maximum slope of 1" in 7" on any side. Make decreases in dimensions in the direction of airflow preferably with a slope of 1" in 7" on any side, but with a maximum slope of 1" in 4" where conditions necessitate. Ducts shall be routed in conjunction with pipes, electrical conduits, ceiling hangers, etc. so as to avoid interferences insofar as possible. Where duct penetrations are unavoidable, provide streamline shaped sleeves aroinxi such material penetrations, made airtight at duct surfaces, except that such sleeves are not required at tie rods. Where obstructions are of a size to exceed 10% of the duct area, the duct shall be transformed to maintain the same duct area. DUCT LINER• All rectangular sheet metal supply and return air duct shall be lined. HEATING, VENTILATING AND AIR CONDITIONING 15100-3 The listed ducts shall be lined to a thickness of 1" with Johns Mansville "Linacoustic" mat faced duct liner or equal duct liner coated with neoprene on one side. Duct liner shall have an average thermal conductivity of .26 btu-in./sq. ft.-degree F. at a mean temperature of 75 F. The duct liner shall be applied in accordance with the manufacturer's recommendations with the coated side away from the metal, using weld pins or adhesive Tuffbond and adhesive type metal clips, Gemco, or equal, of the type which do not protrude through the duct. The size of the ducts indicated are actual internal sizes and the sheet metal sizes shall be 2" greater in both dimensions to accommodate the lining. No voids are permitted. Use 100% adhesive coverage and clips at the rate as specified by SMACNA. All raw edges of liner shall be coated with adhesive as recommended by SMACNA. AIR CONTROL DEVICES: Manual dampers shall be installed as required to afford complete control of the air flow in the various duct systems. In rectangular supply ducts, a splitter damper shall be installed at each point where a branch is taken off and additional volume dampers shall be installed where shown or required to achieve the final air balance. Splitter dampers and volume dampers of the "butterfly" type shall be constructed of 20 gauge galvanized steel riveted or welded to square operating rods. Dampers shall have bearings of brass, bronze or approved plastic in most instances. The length of any splitter damper blade shall be 1-1/2 times the width of the smaller split in the duct, but shall be not less than 12". Each splitter or volume damper shall be fitted with an adjusting device having a locking mechanism. .� FLEXIBLE CONNECTIONS: Provide sound isolating flexible connections between connecting ducts and the inlet and outlet of each fan. These connections shall in each case be long enough to permit a minimum separation of 3" between the duct and the fan or unit housing with at least 1" slack in the flexible material itself. The material shall be of a glass cloth type equal to 30 ounce bentglas as manufactured by Ventfabrics. It shall be fire resistant, r, waterproof and mildew -resistant. HEATING, VENTILATING AND AIR CONDITIONING 15100-4 AIR DISTRIBUTION DEVICES: Furnish and install all grilles, registers, and diffusers for every purpose. Refer to the tabulation on the drawings for types, sizes and accessories. All grilles, registers, and diffusers located in the ceiling shall be factory finished in OFF-WHITE. All other grilles and registers shall be factory finished as scheduled on the drawings unless indicated otherwise. Air distribution devices as manufactured by J&J, Titus, Tuttle and Bailey or Krueger will be acceptable. FLASHING: Where the Contractor installs ducts or piping through the roof, he shall flash and counterflash them into the roof construction to the satisfaction of the Architect. All such flashing shall be constructed of copper bearing galvanized steel sheets. PART 3 - EXECUTION TESTING ADJUSTING AND BALANCING MECHANICAL SYSTEMS: Upon completion of the installation and start up of the mechanical equipment, check, adjust and balance systemic components to obtain optimum conditions in each conditioned space to the building. END OF SECTION 15100 HEATING, VENTILATING AND AIR CONDITIONING 15100-5 SECTION 15200 - PLUMBING PART 1 - GENERAL NOTE: .- Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. SUBMITTALS: Submit manufacturer's data on all materials. SCOPE: This section of the specifications requires the furnishing and installation of all equipment, labor, materials, transportation, tools and appliances and in performing all operations in connection with the installation of the plumbing systems. UTILITY SERVICES: PART 2 - PRODUCTS MATERIALS: Sanitary Soil. Waste and Drain Lines: Except as otherwise specified or noted on the drawings, piping shall be bell and spigot, service weight cast iron soil pipe and fittings, each heavily coated at the factory with asphaltum or coal tar pitch and each having the manufacturer's mark or name and the date of manufacture cast on it. Type "L" copper in sizes up to 2" may be used where space is restricted. C.I. joints may be caulked or push -on. Above grade, no -hub may be used unless otherwise prohibited. Sanitary Fixture Waste Arms: Fixtures served by sanitary soil waste and drain lines shall be connected using cast iron pipe and fittings, red brass pipe, Type L hard copper tubing with cast brass drainage fittings or lead. Use brass soldering nipples or ferrules as required. Sanitary Vent i.ines: Vents in the sanitary system shall he service weight cast iron bell and spigot pipe and fittings for all lines 2" and larger and standard weight galvanized steel, Type L or heavier weight copper, red brass, or lead for lines smaller than 2" except .� that the same class of material shall be used throughout, insofar as practicable. C.I. joints may be caulked or push -on. Above grade, no -hub may be used, unless otherwise prohibited. Domestic Water Lines (Hot and Cold): All interior water lines shall be Type L hard drawn copper tubing. Where connections are made PLUMBING 15200-1 between copper tubing and cast iron pipe, use adapters. Copper tubing shall be assembled using solder -joint fittings. Gas Lines: Schedule 40 black steel with factory applied Fusion Bond coating with 150 lb. banded malleable iron fittings. Scotchwrap all fittings and joints, double lapped and extending 6" onto coated pipe. Drain Lines: Type L copper with solder joint fittings. Air Chambers: Air chambers of Type L copper, not less than 12" long and no smaller than the supply pipe, shall be provided and installed in each water supply to each and every fixture, outlet, item of equipment, etc. The length and/or the diameter of these air chambers shall be greater where required to eliminate water hammer. PDI shock absorbers may be used if sized in accordance with PDI recommendations. VALVES: General Service Valves: Crane Nos: Type: Gate 428 Globe 1 GAS LINES• All bronze, screwed; equal to the following All gas piping shall run exposed unless specifically detailed otherwise on the drawings, with special venting provisions. A drip pocket shall be installed at connection to an item of equipment and at each low point of the gas distribution system. Grade all lines to drip pockets. Drip pockets shall consist of a nipple and cap screwed to the bottom of the drop. Provide a gas cock, union and gas pressure regulator at each connection to a gas consuming appliance. HANGERS AND SUPPORTS: Support all Pipes as required by the plumbing code and as required to prevent sagging. Cast iron lines shall be supported at 5' intervals and other pipes shall be supported on 8' intervals as a minimum. Hangers shall be clevis type with adjusters. ELECTRIC WATER HEATER: Provide the water heater shown and scheduled on the drawings. It shall be a glass lined, jacketed, insulated midget package water heater. PLUMBING 15200-2 The unit shall be complete with adjustable thermostatic control, and all standard accessories including an electric terminal cabinet with contactor, a Watts temperature and pressure relief valve. Provide a full size line to the floor drain. Size valve according to codes. Refer to drawings for capacities. PLUMBING FIXTURES: The plate numbers represent fixtures that will be acceptable on the job. Approved equal fixtures of Crane, American Standard, Eljer and Kohler will be acceptable. All exposed trim shall be chrome plated brass. This includes faucets, fittings, stops, risers, strainers, tailpieces, traps, waste, escutcheons, flush valves, brackets, vacuum breakers, goosenecks, hole covers, bolts, nuts and etc. All threaded supply fittings or outlets with tubing nozzles shall have back flow preventers. All fixtures shall have stop valves. All fixtures shall be cleaned before final acceptance. Verify mounting height of each and every fixture before rough -in. Where fixtures mate with walls or floor, the joint shall be grouted with dental plaster, G. E. Silicone or other grout as directed by the Architect. PART 3 - EXECUTION INSTALLATION OF PIPING SYSTEMS: Drain Lines and Sanitary Waste: Grade down toward the sewer connection at a uniform slope of 1/4" per foot. Water Lines: Grade to established low points and provide valved drains to completely drain the system. Gas Lines: Grade to condensation pockets. All gas piping shall run exposed unless specifically detailed otherwise on the drawings, with special venting provisions. FABRICATION OF PIPE JOINTS: ^� Push -On Pike: The inside of the bell and the outside of the spigot shall be thoroughly cleaned to remove oil, grit, excess coating and other foreign matter. Pipe that is not furnished with a depth mark shall be marked before assembly to assure that the spigot end is inserted to the full depth of the joint. Complete assembly instructions from the pipe manufacturer shall be followed. PLUMBING 15200-3 No -Hub Joints: Install according to manufacturer's instructions. Rubber sleeve shall be neoprene. Clamps and bolts shall be stainless steel. Threaded Pipes: Ream and deburr pipe after it is cut and before it is threaded. Stand each pipe on one end and hammer to remove all foreign material. Full cut threads, but not more than 3 pipe threads shall remain exposed when joint is completed. Make up joints with graphite and oil or an approved graphite compound applied to male threads only. Caulking of threaded joints to stop or prevent leaks is prohibited. Copper Tubing: Cut tubing square and deburr. Clean insides of fittings and outsides of tubing with sand cloth before assembly. Exercise care to prevent annealing of fittings and hard drawn tubing. Make all joints with solid string or wire solder, using non -corrosive paste flux of the proper type for each application. No cored solder will be permitted. Use 95-5 solder for all copper tubing, 95% tin, 5% antimony. REPAIR OF LEAKS: All leaks in piping systems shall be corrected as follows: 1. Repair leaks in solder joints by remaking the joint; no soldering or brazing over existing joints will be permitted. 2. Repair leaks in screwed joints by tightening the joint; remake the joint if the tightening fails to stop the leak. 3. Leaks in caulked joints may be stopped by additional caulking of the joint; but if that fails, remake the joint. When any defect is repaired, retest that section of the system. INSULATION: Any insulation which is not applied in a workmanlike manner will be rejected and replaced. All coverings shall be smooth, flush, dressed to line and tight. Mastic shall be neatly applied and tooled. The Architect reserves the right to reject any insulation whose appearance he deems unacceptable. Apply insulation and ripe covering after all work has been tested, found to be tight and accepted as such by the Architect. Thoroughly clean and dry all surfaces to be covered. The following describes materials, thicknesses and finishes for insulation and coverings. 1. Domestic Cold Water, Hot Water and Circulating Lines: Insulate with 1/2" thick Johns -Manville "Micro-Lok APT 650" molded sectional glass fiber pipe covering with all purpose jacket. PLUMBING 15200-4 Insulate valves and fittings with Johns -Manville preformed "Zeston" PVC covers over fiberglass insulation. TESTING: Test all pipes before they are concealed in furrings or chases insulated, painted, or otherwise covered up or rendered inaccessible. Accomplish testing by sections of lines or systems, as required by conditions during construction. Clean all piping and equipment before testing. Domestic Water Lines Interior: Test for 24 hours at 200 psig. There shall be no leaks whatsoever. Gas Lines: Test with 50 psig air pressure for 24 hours with no pressure drop (except for temperature correction). If any drop occurs, soap test all joints, correct leaks and retest. Other Tests: Perform all tests required to demonstrate that each system is operating properly. DISINFECTING• After cleaning, flushing and testing, the contractor shall furnish all labor, equipment and materials necessary for the disinfection of all domestic pipe lines. Disinfect for 24 hours with 50 PPM of chlorine. All treated water shall be thoroughly flushed from the lines until the replacement water in the lines has a chlorine residual of not more than 0.2 parts per million. END OF SECTION 15200 PLUMBING 15200-5 SECTION 16000 - ELECTRICAL PART 1 - GENERAL NOTE: Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. SUBMITTALS: Submit manufacturer's data on all materials. SCOPE: The work shall include furnishing and installing all electrical work, including final connections to all devices and placing them in service. SYSTEMS OF WIRING: Electrical Service: Combined 120/240 volts, single phase, 3 wire, 60 Hz. service for lighting and power. CONDUITS• Electrical Metallic Tubing (EMT): Steel tubing, galvanized outside and provided with a slick corrosion resistant interior coating; UL listed and labeled according to Standard 797; conforming to ANSI Standard C80.3; Pittsburg, Republic Steel, Robroy or Allied. Flexible Metal Conduit: Spirally wound with hot dip galvanized steel strips (commercial Greenfield); conforming to UL Standard UL 1 and UL listed and labeled; Triangle Conduit and Cable Company, or equivalent. Liquidtight Flexible Metal Conduit: Spirally wound, galvanized steel strips, as for flexible metal conduit; with polyvinyl chloride cover extruded over the exterior to make conduit liquidtight; UL listed; Electri-flex type "LA" or equivalent. CONDUIT FITTINGS: ggiTlings__anci,Terminations for Electrical Metallic Tubing: Join lengths of EMT with steel couplings. Attach EMT to boxes or cabinets with steel box connectors having an insulated throat with locknuts. Where grounding bushings are required at terminations, they shall be T & B Series 3802, or equivalent. Couplings and Terminations for Liquidtight Flexible Metal Conduit: T & B 5271 Series adapters at connections between flexible and rigid conduit; T & B 5331 Series nylon insulated throat, steel connectors at box or cabinet terminations. ELECTRICAL 16000-1 P_ OUTLET BOXES: UL listed of sizes and types specified. Sheet Steel Boxes: Sheet steel not lighter than No. 14 gauge, galvanized after fabrication; Raco, Steel City or Appleton. CONDUCTORS (600 VOLTS AND UNDER): Type: Soft drawn, annealed copper, UL listed, rated at 600 volts, continuous without weld, splice or joint, uniform cross-section, free from flaws, scale and other imperfections; Okonite, Triangle, Anaconda or Simplex. No. 8 and larger shall be stranded; No. 10 and smaller shall be solid. Insulation: Branch circuits shall have type TW, THW, or THHN insulation unless the type is specifically designated or specified. Service feeders shall be type THW or THWN. Circuits Subjected to High Temperatures: Type RHH conductors for wiring in proximity to boilers, and for motors and devices subject to high temperature because of high ambient temperature or convection or radiant heat. Lighting Fixture Conductors: Type and size approved by the NEC for the purpose. JOINTS AND SPLICES: Solid Copper Conductors: UL approved solderless bolted pressure connectors; or UL approved electrical spring connectors of "Scotchlok", Ideal or T & B "Piggy" make. COLOR CODING: Phase conductors shall be black and red for phases A and B respectively in the 240 volt system. Neutral conductors shall be white. Grounding conductors shall be green. WIRING DEVICES: Acceptable Manufacturers: The catalog numbers listed herein are generally of Hubbell manufacture. Equivalent devices of Arrow -Hart, Pass and Seymour or General Electric are also acceptable. Classification: All wiring devices shall be "Specification Grade", and shall be UL listed. Color: All devices shall have an ivory finish where mounted in walls finished in light colors and a brown finish where mounted in walls finished in dark colors. ELECTRICAL 16000-2 WALL SWITCHES• DEVICE HUBBELL CATALOG NO Single pole wall switch 1201 or 1201-I Three-way wall switch 1203 or 1203-I RECEPTACLES: Receptacle, 15 Ampere, 125 Volt, 2 Pole, 3 Wire Grounding Duplex: Hubbell No. 5252 or 5252-I (NEMA 5-15R). COVERPLATES• Provide coverplates for all wiring devices, telephone, signal outlets and other kindred devices. Sierra Electric Corporation "S-Line" 0.040" stamped satin stainless steel except in unfinished or machinery spaces, where plates shall be Sierra "P-Line" smooth plastic to match devices. PANELBOARDS: Panelboard Cabinets: Furnish and install cabinets to serve the various panelboards, of sizes as required to house the panelboards. Cabinet Construction: Rigidly constructed of sheet steel of gauges conforming to Underwriters' Laboratories Inc. requirements; corners overlapped or welded; edges turned over to receive trim. Cabinet Fronts: Cut from single sheet of not less than No. 12 gauge cold rolled sheet steel; fastened in place by adjustable trim clamps which will allow plumbing; same size as the cabinet box if surface mounted; size to overlap the box a minimum of 3/4" on all sides if flush mounted. Provide each door with a substantial flush, cylinder tumbler lock and catch. On doors more than 48" high provide a combination three point catch and lock with T-handle. Provide each lock with two keys, with all locks keyed alike. Finish: All back boxes galvanized; all exposed metal, including fronts, primed and finished in gray lacquer. PANELBOARDS. GENERALLY: Mount all panelboards in cabinets as specified hereinbefore, arranged for flush or surface mounting as indicated on drawings. Where a circuit protective device is scheduled as a "spare", provide the device complete for operation. Where such a device is scheduled as a "space" or "space only", provide proper space and all necessary connectors for future installation of the size of device scheduled. Where a breaker or switch is scheduled to serve a "future" load, provide the device complete for operation. ELECTRICAL 16000-3 All circuit breakers shall be quick make, quick break, trip free, thermal magnetic, indicating type unless noted otherwise. Provide all multiple pole breakers with common trip and single operating handle; handle ties between breakers are unacceptable. Branch circuit breakers shall be fully interchangeable without disturbing adjacent units. Connect all circuit interrupting devices with sequence phasing. Provide each panelboard with a neatly typewritten directory of circuits mounted in a cardholder on the inside of the panelboard cabinet. Cover directory with transparent sheet plastic. All panelboards shall be listed by Underwriters' Laboratories Inc. and the building main panel shall be listed as suitable for "Service Entrance Equipment." Provide each panelboard with a factory engraved nameplate which shall identify the panelboard name. LIGHTING AND APPLIANCE PANELBOARDS: Panelboards shall have the number and size of bolted -in circuit breakers as scheduled. Panels shall be of General Electric, Square D, Westinghouse or ITE manufacture, equivalent to the General Electric AQ with THQB breakers. DISCONNECT SWITCHES: Unless otherwise noted or required, all disconnect switches shall be UL listed and shall meet NEMA Standard KS1-1969 for Type HD heavy duty switches. Switches shall be unfused unless noted otherwise; quick make, quick break; in NEMA 3R enclosures if exposed to the weather; elsewhere in NEMA 1 general purpose enclosures unless special enclosures are required. All motor circuit switches shall be horsepower rated. �.. Switches shall be of General Electric, Square D, Westinghouse or ITE manufacture, equivalent to General Electric Type TH quick make, quick break switches. INTERIOR LIGHTING FIXTURES: Provide and install a lighting fixture on each and every lighting �^ outlet shown. Furnish fixtures in accordance with the designations on'the drawings and as specified herein. Should any designations be omitted on the drawings, furnish fixtures of the same type as used in rooms of similar usage. All features specified or scheduled for fixtures shall be provided, even if the catalog number given in the specifications or schedule lacks the required numerals, prefixes or suffixes corresponding to the features called for. ELECTRICAL 16000-4 Fixtures: All lighting fixtures shall bear the label of Underwriters' Laboratories, Inc. Furnish scale drawings, catalog data, samples of finish, distribution curves, and any other data required by the Architect for every type fixture. Energy Saving Ballasts: All 2 lamp, 40 watt, rapid start ballasts installed in an interior space where the ambient temperature is 60 degrees F or higher shall be General Electric "Watt -Miser" energy saving ballast. The ballast shall be high power factor, UL labeled, Class P with automatic reset features and "A" sound rating. Fluorescent Lamps: Reduced wattage type General Electric Watt -Miser II, Lite-White. MOTORS: All motors will, unless otherwise noted, be furnished under other Divisions of the specifications, or will be furnished by the Owner. Where motors are mounted integrally with items of equipment, they will be erected in place with such equipment ready for electrical connection; such erection is not a part of the work under this Division. MOTOR STARTERS• All motor starters (controllers) will, unless otherwise noted, be furnished under other divisions of the specifications, or will be furnished by the Owner. Install under this Division, including supporting structures, all motor starters and control equipment which are not shipped integrally mounted with the controlled equipment. Provide and install all wiring of every character, for both power and control, except that which is factory installed and shipped as an integral part of assembled equipment. PART 3 - EXECUTION INSTALLATION OF BUILDING RACEWAYS: All wiring of every description shall be run in conduit or electrical metallic tubing unless noted or specified otherwise. Conduits may be run exposed in machinery and electrical rooms and unfinished areas. All other conduits shall be run concealed unless otherwise noted. All exposed rues shall be installed parallel to the surface of the building in a neat and orderly manner. Types: Above grade interior conduits shall be electrical metallic tubing. Sizes: Size and install raceways so that conductors may be drawn in without injury or excessive strain. Make field bends with approved ELECTRICAL 16000-5 bending devices. Do not install bends or offsets in which conduit is crushed, deformed or otherwise injured. Connections: Use lengths of flexible metal conduit, not less than 12" long at final connections to all motors, generators, controls and other devices subject to movement because of vibration or mechanical adjustment. Use flexible metal conduit also at connections to recessed lighting fixtures, and elsewhere as required. In damp or wet locations, and where installed outdoors, use liquidtight flexible metal conduit. Penetrations: Wherever raceways pass through floors, walls partitions, etc., carefully fill any space between the outside of the raceway and the building material to prevent passage of air, water, smoke and fumes. Filling material shall be fire resistive and, in general, similar to the basic building materials through which the raceway passes. CONDUIT SUPPORTS: Support Spacing: Use minimum spacing as directed by National Electrical Code, but space hangers more closely where required by conditions. Individual Conduits: Support conduits running vertically or horizontally with galvanized malleable iron one hole clamps. Where conduits smaller than 1-1/4" are installed above removable ceilings, attach them to the structure or bar joists (where present) or support them on threaded hanger rods with clips. Do not use any wire to support conduits or to attach conduits to supporting members. Locate conduits a sufficient distance above the ceiling to permit removal of the ceiling panels. Locate them so as not to hinder access to mechanical and electrical equipment through the ceiling panels. Multiple Conduits: Where multiple raceways are run horizontally at the same elevations, they may be supported on trapezes formed of sections of Unistrut angle iron or channels suspended on rods or pipes. Size trapeze members including the suspension rods for the number size and loaded weight of the conduits they are to support. Space them as required for the smallest conduit supported. INSTALLATION OF OUTLET BOXES: Usage: Provide at each outlet or device of whatever character a metal outlet box in which conduits shall terminate. Boxes recessed in construction: Sheet steel boxes. r, For Lighting Fixture Outlets: 4" octagonal by 1-1/2" minimum depth with 3/8" fixture stud for incandescent lights which are surface mounted, wall mounted or suspended. ELECTRICAL 16000-6 For Wall Switches. Receptacles and Communications Use: Use 4"x4" size with proper square cornered tile wall cover, plaster cover, or finishing plate, except where construction will not permit or the device requires a larger box. Wall Mounted Telephone Outlet Boxes: 4-11/16" square by 2-1/8" deep, unless otherwise noted or unless wall construction requires a smaller box. Boxes for Exposed Work: Cast metal boxes. Boxes for Outdoors: Cast metal boxes with gasketed covers. INSTALLATION OF BUILDING WIRE (600 VOLTS AND UNDER): Feeders: Run all feeders their entire length in continuous pieces without joints or splices, insofar as practicable. Make joints in branch circuits only where circuits divide as shown on drawings. Joints and Splices: Make joints and splices only where necessary and only at outlet boxes and pull boxes. All joints shall be mechanically and electrically secure. Conductor splices in wet locations shall be made in accordance with the conductor manufacturer's recommendations. Identifying Tags: Non-ferrous; stamped to clearly identify each circuit. Securely fasten tags to all cables, feeders and power circuits in pull boxes, lighting, power and distribution panelboards, etc. Bundling Conductors: Bundle all conductors in panelboards, cabinets and the like, using marlin twine lacing or nylon straps made for the purpose. Bundle conductors larger than No. 10 in individual circuits. Bundle smaller conductors in larger groups. LOAD BALANCING• The contractor shall carefully balance his electrical loads between the various phases. When the facilities are under use at their heaviest loading periods, tests shall be run on the "hot" conductors in each feeder to a panel and any unbalances shall be corrected to a point that no conductor load shall be more than 5% high or low (maximum unbalance of 10%) in amperes. SERVICE AND EQUIPMENT GROUNDING: Provide adequate and permanent service neutral and equipment grounding in accordance with the National Electrical Code, and subject to the following additional requirements. Connect the service ground and equipment ground to a common point within the metallic enclosure containing the main service ELECTRICAL 16000-7 disconnecting means. From the common point of connection of the service ground and equipment ground, run in conduit a combined service and equipment grounding conductor without joint or splice to the main water service pipe and connect it thereto with an approved bolted pressure clamp. Clean all contact surfaces thoroughly before connection, to assure good metal to metal contact. Supplement the water pipe ground with an additional electrode which shall be 10' long by 3/4 inch diameter copperclad steel ground rod. Attach the electrode to the water pipe and to the service/equipment grounding conductor. Size grounding conductors in accordance with National Electrical Code Tables 250-94 and 250-95. The building structural steel frame shall be grounded to the building service grounding electrode, using the conductor size specified in National Electrical Code Section 250-94(a). GROUNDING RACEWAYS: Assure the electrical continuity of all metallic raceway systems, pulling up all conduits and/or locknuts wrench tight. Where expansion joints or telescoping joints occur, provide bonding jumpers. Where flexible metallic conduit is employed, provide a green -insulated grounding jumper installed in the flexible conduit. Install a separate green -insulated conductor in each non-metallic conduit. Provide grounding bushings on all service and feeder raceways terminating within switchboards, motor control centers, panelboards, cabinets, and all other enclosures. Provide grounding conductors from such bushings to the frame of the enclosure and to the ground bus or equipment grounding strap. Size grounding conductors in accordance with NEC Table 250-95. - EQUIPMENT GROUNDING CONDUCTORS: Provide a separate, green -insulated copper grounding conductor, with insulation of the same rating as phase conductors, for each branch circuit indicated. Install the grounding conductor in the same raceway with the related phase and neutral conductors, and connect the grounding conductor to pull boxes or outlet boxes at intervals of 100 feet or less. Where paralleled conductors in separate raceways occur, provide a grounding conductor in each raceway. Connect all grounding conductors to bare grounding bars in panelboards, and to ground buses in service equipment to the end that there will be an uninterrupted grounding circuit from the point of a ground fault back to the point of connection of the equipment ground and system neutral. Size all of these grounding conductors per NEC Table 250-95 ELECTRICAL 16000-8 INSTALLATION OF INTERIOR FIXTURES: Outlet box locations shown for fluorescent fixtures are diagrammatic. Locate boxes to coincide with stem hangers where such occur. Fixtures shall be level, square with the general construction and securely attached. Lay -in Type Fixtures: Refer to the ceiling installer's layout for exact location. Center the fixtures in ceiling grids. Wire the fixtures using concealed outlet boxes accessible through ceiling panels. Install conductors in flexible metallic conduit from box to fixture. EQUIPMENT WIRING: Connect complete for operation all items of heating, air conditioning, plumbing and kitchen equipment, and all other electrical devices furnished by the Owner of under other Divisions of the specifications. Outlets of various types have been indicated at equipment locations, but no indications of exact location or scope of the work are shown on the drawings. Refer to the Owner and to the various Contractors for the work under the other Divisions for the scope of connections to equipment furnished by them and for the exact locations of all items. Request of the Owner and the aforementioned suppliers and contractors all rough -in drawings required for proper installation of the electrical work, in ample time to permit preparation of the drawings and thus avoid delays on the job. Where disconnect switches or circuit breakers are not provided integral with control equipment for motors and other electrical appurtenances, provide and install all disconnect switches required by the National Electrical Code and/or indicated. TEMPERATURE CONTROLS: Completely connect for operation all items for temperature controls which require electrical connections, furnishing all wiring, conduit and labor. END OF SECTION 16000 ELECTRICAL 16000-9 r� SPECIAL CONDITIONS -43- (THIS PAGE LEFT BLANK INTENTIONALLY) TO: NOTICE OF ACCEPTANCE The City of Lubbock, having considered the proposals submitted and opened on the _day of 199_, for work to be done and materials to be furnished in and for: as set forth in detail in the Specifications, Plans, and Contract Documents for such work for the City of Lubbock; it appearing that your proposal is fair, equitable and to the best interest of said City, please take notice that �— said proposal was accepted by the City Council of the City of Lubbock on the day of 198_ at the bid price contained therein, subject to the execution of and furnishing of all contract documents, bonds, cer- tificates of insurance, and all other documents specified and required to be executed and furnished under the con- tract documents. It will be necessary for you to execute and furnish to the City of Lubbock all such documents within ten (10) days from your receipt of this Notice. The five percent (5%) bid security, submitted with your proposal, will be returned upon the execution of such contract documents and bonds within the above specified ten (10) day period. In the event you should fail to execute and furnish such contract documents and bonds within the time Limit specified, said bid security will be re- tained by the City of Lubbock. CITY OF LUBBOCK Owner's Representative -44- (THIS PAGE LEFT BLANK INTENTIONALLY)