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HomeMy WebLinkAboutResolution - 3494 - Contract - Daniel Ortega Construction - Renovations, Rodgers Community Center - 11_08_1990V 04 IDGV:js RESOLUTION Resolution #3494 BID #1087F November 8, 1990 Item #29 IBE 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 Daniel Ortega Construction Company, Inc. for 'building renovations at Rodgers Community Center, 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: ngtte boya, ui ty 5ecre`ta A7zAz---( O CONTENT: APPROVED IG(iffe EaA, Purchasing Manager [APPROVED AS TO FORM: N W'rr6ld G. Vandiver, First Assistant (City Attorney 8th day of November 1990. B. C. McMINN, MAYOR CITY OF LUBBOCK SPECIFICATIONS FOR BUILDING RENOVATIONS - RODGERS COMMUNITY CENTER BID # 10876 !!It CIO- V CITY OF LUBBOCK Lubbock, Texas � ��� CITY OF LUBBOCK SPECIFICATIONS for TITLE: BUILDING RENOVATIONS-RODGERS COMMUNITY CENTER ADDRESS: 3200 AMHERST BID NUMBER: 10876 PROJECT NUMBER: 2124-512190-9553 CONTRACT PREPARED BY: Purchasing Department -1- (THIS PAGE LEFT BLANK INTENTIONALLY) INDEX PAGE 1. NOTICE TO BIDDERS..........................................................................................3 2. GENERAL INSTRUCTIONS TO BIDDERS..........................................._................................4 3. BID PROPOSAL - BID FOR LUMP SUM CONTRACTS.................................................................10 4. PAYMENT BOND...........................................................................:......13 5. PERFORMANCE BOND'..........................................................................................16 6. CERTIFICATE OF INSURANCE..................................................................................19 7. CONTRACT..................................................................................................21 8. GENERAL CONDITIONS OF THE AGREEMENT.......................................................................23 9. CURRENT WAGE DETERMINATION ...............................................................................41 10. SPECIFICATIONS..........................................................................................42 11.. SPECIAL CONDITIONS........................................................................................43 12. NOTICE OF ACCEPTANCE......................................................................................45 -2- (THIS PAGE LEFT BLANK INTENTIONALLY) NOTICE TO BIDDERS -3- (THIS PAGE LEFT BLANK INTENTIONALLY) NOTICE TO BIDDERS BID # 10876 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 12th day of October, 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:. BUILDING RENOVATIONS - RODGERS COMMUNITY CENTER 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 r~ Eads, Purchasing Manager' for the City of Lubbock, prior to .the expiration of the date above first written. The City of Lubbock will consider the bids on the 22nd 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 i,n 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 4th day of October. 1990. at 10:00 o'clock a.m., Committee Room #103, Municipal Building, 1625 13th Street. CITY OF LUBBOCK BY: Gene Eads, C.P.M. Purchasing Manager t ADVERTISEMENT FOR BIDS BID # 10876 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 a.m. on the 4th day of October, 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: BUILDING RENOVATIONS - RODGERS COMMUNITY CENTER 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. There will be a prebid conference on 4th day of October, 1990, at 10:00 o'clock a.m., Conference Committee Room 103, Municipal Building, 1625 13th Street. .r BY: Gene gads, C.P.M. —. PURCHASING MANAGER v-- P— No Text GENERAL INSTRUCTIONS TO BIDDERS _y. No Text GENERAL INSTRUCTIONS TO BIDDERS r 1. SCOPE OF WORK The work to be done under the contract documents shall consist of the following: To provide interior and exterior repairs to construct structural, mechanical and safety proablems. 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 120 (ONE HUNDRED TWENTY) 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. (CY 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, aritl,,when damage is incurred, the damaged portion shall be immediately removed and re- placed by Contractor at, is 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 r-� 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 r— -7- rl" 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 underthis contract requiring an inspector will not be performed on weekends or holidays unless the following cpnditions 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 i.n.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. Y 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. ... (D 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- No Text }ELT: 46o.oa 3 --�4-41 ®1a.oa BID PROPOSAL �' .�. Gico, co BID FOR LUMP SUM CONTRACTS 5 PLACE GtT�I' C>F- + �1 q300Q.o0 �i DATE l V/ 1 2' l 0 qb �.� -F• 3,7UO . c)o PROJECT NO. b l -=s + "ID. 00 /'w�.� �ICJ —�+ 2i'7gp.v0 Proposal of �r4iJ1[-�i_ O2.TE64 N• 60 • �C. (hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Gentlemen: ^; The Bidder, in compliance with your invitation for bids for the construction of a &4 tL, OL Kl �oy wt Tt � � -. � fl C�� s �r^►'n-��..I � �r Y Cry r �rz-- havin g carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other re- lated contract documents and the site of the proposed work, and being familiar with all of the conditions surround- ing the construction of the proposed project including the availability of materials and labor, hereby proposes to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifica- tions and contract documents, within the time set forth therein and at the price stated below. The price to cover 1 all expenses incurred in performing the work required under the contract documents, of which this proposal is to be Ja part, is as follows: BID: S ticT' < W t nsC- TE}ou SAA3'p -- f7(U E E-�pe_eCD (S ��� S O�• �� 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 120 (ONE HUNDRED TWENTY) consecutive calendar days thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of $50.00 (Fifty dollars) for each consecutive calendar day in excess of the time set forth hereinabove for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid proposal shall be completed and submitted in accordance with in- struction 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. -11- Enclosed with this proposal is a Cashier's Check or Certified Check for Dollars (S ) or a Proposal Bond in the sum of Dollars (5150, Cot ), 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 con- tract documents made available to him for his inspection in accordance with the Notice to Bidders. _DAI C-L 02TrEGA- OW7-. Co. Contractor r BY: r— (Seal if Bidder is a Corporation) ATTEST: Secretary 1.4 -12- rEZI X W INSURANCE COMPANY MONTICELLO, NEW YORK (A Stock Company) BID BOND The American Institute of Architects Bond No. 4. AIA Document No. A310 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS, that we DANI12, ORTEGA CONSTRUCTION COMPANY, INC. as Principal, and Frontier Insurance Company,196 Broadway, Monticello, NY 12701, a corporation duly organized under the laws of the State of New York as Surety, are held and firmly bound unto as Ob Igee, IOn the ' T�iS sumo AN AMOUNT EQUAL TO 5% OF T13E ACOO[ PAINING BID PRO Err BID APX)Ui'T NOT TO EXC= $150, 000 Dollars ($ ), 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. f WHEREAS, the Principal has submitted a bid for BUILDING R12OVATIOi:,113 @ ROGERS COAIl`rUtIITY CEWTER �- BID NO. 10876 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 Contractand for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give. such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty thereof between the amount specified in said bid and such larger amount for which the -- Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 12TH day of OCTOBER 19 90 ` DANIEL ORTIBGA CONSTRUCTION COi=1�P,NYr INC. (SEAL) IPri 'pal) GYnt�. -- (Ti le) FRONTIER INS AN E COMPANY (SEAL) Gt LUSBY., At rney-In-Fact FM 19-1187 (4/89) PAYMENT BOND -13- No Text PAYMENT BOND (McGregor Act - Public Works) T�s BondNo. NGF 28749 KNOW ALL BY THESE PRESENTS, That, we, -- MUM ORTDGP, CONSTRUCTION COMPANY. INC. Oereinafter called the Principal), as Principal, and trRONTIER INSURANCF- MIIPANY a corporation, organized and existing under the laws of the State of M94 YORK, with its principal office at the City of MONPIC] LjW . and authorLied and admitted to do business in the State of Texas and licensed by the State of Texas to execute bonds (hereinafter called the Surety), as Surety, are held and firmly bound unto CITY OF IABBOCK, TExAS (hereinafter called the Obiigee) in the amount of EIGHTY FIVE THOUSAND SIX HUNDRED NINE AND N0/100 DOLLARS, ($85,609.00) Dollars, 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 ca cin w itxen contract with the Obligee, dated the 8TH day of NOVE BER I 19 90 , to wit: BUILDING RENOVATIONS AT RODGERS COmmuNITY CENTER — BID NO. 10876 which contract is hereby refen•ed to and rode a pe,-t hereof as fully "to the same extent as if copied at length herein NOW, THEREFORE, THE CONDITION OF THIS OBUGATION la SUCH, ti�l. if the said Principal shall pay ail Claimants supplying labor and rnaterial to him/her or a sub -contractor in the prosecution of the work provided for in said contr•a-t, then this Dbtigation shaft be void; otherwise to remaai in foil force and effect FSOVIDID, HOWEVER, that this bond 1s execute; pursant to the prvvi5lons of Article StSo or the Revized CM Statutes of Texas, and all (lab tiles on dils bond sl01 be determined in accordance Y.'ith L'ne provis ons of said Article to the same extent as If it were copied at length � herein. + i IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this finst.^4-;r e'nt 'this 15TH day of NOVE BER , 19 90 DANIIE�L ORT CON Oil L'(�SPANY INC„,& X. S BY:Q INSURANCE MVPANY BY:i1 (Seal) GRDG LUS Attomey-' Fa it 9F208-.Tex.pay O �roni/er INSURANCE COMPANY MONTICELLO, NEW YORK N2 2245 A (A Stock Company) POWER OF ATTORNEY �inofa �,11 �Ren �3g hese presents: That FRONTIER INSURANCE COMPANY, a New York Corporation, having its principal office in Monticello, New York, pursuant to the following resolution, adopted by the Board of Directors of the Corporation on the 4th day of November, 1985: "RESOLVED, that the Chairman of the Board, the President, or any Vice President be, and hereby is, authorized to appoint Attorneys -in - Fact to represent and act for and on behalf of the Company to execute bonds, undertakings, recognizances and other contracts of indemnity "^ and writings obligatory in the nature thereof, and to attach thereto the corporate seal of the Company, in the transaction of its surety business; "RESOLVED, that the signatures and attestations of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures orfacsimile seal shall be valid and binding upon the Company when so affixed with respect to any bond, undertaking, recognizance or other contract of R indemnity or writing obligatory in the nature thereof; "RESOLVED, that any such Attorney -in -Fact delivering a secretarial certification that the foregoing resolutions still be in effect may insert in such certification the date thereof, said date to be not later than the date of delivery thereof by such Attorney -in -Fact" This Power of Attorney is signed and sealed in facsimile under and by the authority of the above Resolution. DOES HEREBY MAKE, CONSTITUTE AND APPOINT: Greg Lusby Sharlotte Croxford Frederick Carroll Charles O'Connell of Tempe , in the State of Arizona its true and lawful Attorney(s) -in- Fact with full power and authority hereby conferred in its name, place and stead to sign, execute, acknowledge and deliver in its behalf, and as its act and deed, without power of redelegation, as follows: Bonds guaranteeing the fidelity of persons holding places of public or privatetrust; guaranteeing the performance of contracts otherthan insurance policies; and executing or guaranteeing bonds and undertakings required or permitted in all actions or proceedings or by law allowed; IN AN AMOUNT NOT TO EXCEED THREE HUNDRED FIFTY THOUSAND ($350,000.00) DOLLARS; and to bind FRONTIER INSURANCE COMPANY thereby as fully and to the same extent as if such bond or undertaking was signed bythe duly authorized officers of FRONTIER INSURANCE COMPANY, and all the acts of said Attorneys) -in -Fact pursuant to the authority herein given are hereby ratified and confirmed. �u Witness Whereof, FRONTIER INSURANCE COMPANY of Monticello, New York, has caused this Power of Attorney to be signed by its President and its Corporate seal to be affixed this 10t1i day of July , 19 90 FRONTIER INSURANCE COMPANY o'SUPANC""•. =r �" Pon, 01. =4A� sot SEAL iss --• State of New York S ., 1,,YoQr BY: a,lx County of Sullivan SS `".WALTER WALTER A. RHULEN, President On this 10th day of July , 19 90 , before the subscriber, a Notary Public of the State of New York in and forthe County of Sullivan, duly commissioned and qualified, came WALTER A. RHULEN of FRONTIER INSURANCE COMPANY to me personally known to be the individual and officer described herein, and who executed the preceding instrument, and acknowledged the execution of the same, and being by me duly sworn, deposed and said, that he is the officer of the Company aforesaid, and thatthe seal affixed to the preceding instrument is the Corporate Seal of the Company, and the Corporate Seal and signature as an officer were duly affixed and subscribed to the said instrument by the authority and direction of the Corporation, and that the resolution of the Company, referred to in the preceding instrument, �-. is now in force. �ln Zestintong Whereof, I have hereunto set my hand, and affixed my official seal at Monticello, New York, the day and year above written. No 'Aqy. ` *040 :!OUBLtC: a-' A Notary Public of New York R. Ev++ N •, My Commission Expires ' June 30, 1991 0 CERTIFICATION I, MARVIN L. TEPPER, Secretary of FRONTIER INSURANCE COMPANY of Monticello, New York, do hereby certify that the foregoing Resolution adopted by the Board of Directors of this Corporation and the Powers of itto►ney issued pursuant thereto, are true and correct, and that both the Resolution and the Powers of Attorney are in full force and effect. >' ,3 n Witness Whereof, I have hereunto set my hand and, aFixed the facsimile seal of the corporation is 15th day of November 19 90�*NkrF,; z /� ,WAL. c FM 19-5002-A (7/90) „,, 't MARVIN L EPPER, ecretary PERFORMANCE BOND -16- (THIS PAGE LEFT BLANK INTENTIONALLY) PERFORMANCE BOND (McGregor Act - Public Works) Texas BondNo. NGF 28749 KNOW ALL BY THESE PRESENTS, That, we, DANIEL ORTEGA CONSTRUCTION COMPANY, INC. (hereinzfter :led the Principal), as Principal, and FRONTIER INSURANCE COMPANY _ a corporation, organized and existing under the laws of the State of NEW YORK with its principal office in the Cry of MONTICELLO and authort?e and admitted to do business in the State of Texas and licensed by the State of Texas to execute bonds (hereinafter called the Surety), as Surety, are held and firmly bound unto CITY OF LUSBOCK, TEXAS (hereinafter called the Obligee) in the anount of EIGHTY FIVE TUQQ,5AND SIX -HUNDRED NINE Aim NO1100 DOLLARS, ($85,609.00) Dollars, .for the paymerft whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severalty, firmly by these presents. WHEREAS, the Principal has entered-irro a certi-in written contract with the Obligee, dated the 8TH day of NOMff3ER 19 90 to w�t BUILDING RENOVATIONS AT RODGER.S COMMUNITY CENTER — BID NO. 10876 which contract is hereby referred to and made a part hereof as fully and to the sane extent as if copied at length herein. _ NOW, THEREFORE, THE CONDf i TON OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligatlon shall be void; otherwise to rerroiin in full force and effect. PROVIDED. HOWEVER, that this bond is exe,=ed pursuant to the provisions of Article S160 of the Revised Civil St -totes 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 hem4 IN WITNESS WHEREOF, the said Principal and Surety have signets and sealed this ins ""Tent this c, 15TH day of NOVEMBER •- . 19 90 - r Witness; Attest: Of individual or Firm) Of Corporation) (Seal) (Seal) DANIEL ORTEGA U(F`IONt:' )MPANY, EX. FRONIER INSURANCE COMPAN ,. , l i l , 1(Seat) GRE G S Attome}-+fin r� ' O �- _rani�/i�r INSURANCE COMPANY MONTICELLO, NEW YORK N 2 2245 -A (A Stock Company) 1tl - POWER OF ATTORNEY �^ �inufu M1 �Een �3g (these jJresents: That FRONTIER INSURANCE COMPANY, a New York Corporation, having its principal office in Monticello, New York, pursuant to the following resolution, adopted by the Board of Directors of the Corporation on the 4th day of November, 1985: "RESOLVED, that the Chairman of the Board, the President, or any Vice President be, and hereby is, authorized to appoint Attorneys -in - Fact to represent and act for and on behalf of the Company to execute bonds, undertaki ngs, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, and to attach thereto the corporate seal of the Company, in the transaction of its surety business; "RESOLVED, that the signatures and attestations of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company when so affixed with respect to any bond, undertaking, recognizance or other contract of indemnity or writing obligatory in the nature thereof; "RESOLVED, that any such Attorney -in -Fact delivering a secretarial certification that the foregoing resolutions still be in effect may insert in such certification the date thereof, said date to be not later than the date of delivery thereof by such Attorney -in -Fact" �- This Power of Attorney is signed and sealed in facsimile under and by the authority of the above Resolution. DOES HEREBY MAKE, CONSTITUTE AND APPOINT: Greg Lusby Sharlotte Croxford Frederick Carroll Charles O'Connell of Tempe , in the State of Arizona its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred in its name, place and stead to sign, execute, acknowledge and deliver in its behalf, and as its act and deed, without power of redelegation, as follows: Bonds guaranteeing the fidelity of persons holding places of public or privatetrust; guaranteeing the performance of contracts otherthan insurance policies; and executing or guaranteeing bonds and undertakings required or permitted in all actions or proceedings or by law allowed; IN AN AMOUNT NOT TO EXCEED THREE HUNDRED FIFTY THOUSAND ($350,000.00) DOLLARS; and to bind FRONTIER INSURANCE COMPANY thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of FRONTIER INSURANCE COMPANY, and all the acts of said Attorney(s)-in-Fact pursuant to the authority herein given are hereby ratified and confirmed. �nitness Whereof, FRONTIER INSURANCE COMPANY of Monticello, New York, has caused this Power of Attorney to be signed by its President and its Corporate seal to be affixed this lOtrl day of July '19 90 FRONTIER INSURANCE COMPANY _L� `9e v Gy q, t% State of New York Fw �op� BY: County of Sullivan ss•: WALTER A. RHULEN, President On this loth day of July 19 90 before the subscriber, a Notary Public of the State of New York in and forthe County of Sullivan, duly commissioned and qualified, came WALTER A. RHULEN of FRONTIER INSURANCE COMPANY to me personally known to be the individual and officer described herein, and who executed the preceding instrument, and acknowledged the execution of the same, and being by me duly sworn, deposed and said, that he is the officer of the Company aforesaid, and thatthe seal affixed to the preceding instrument is the Corporate Seal of the Company, and the Corporate Seal and signature as an officer were duly affixed and subscribed to the said instrument by the authority and direction of the Corporation, and that the resolution of the Company, referred to in the preceding instrument, is now in force. ,�n (Zestimung P4errvf, I have hereunto set my hand, and affixed my official seal at Monticello, /NJew York, the day and year above written. NOTAgY` € r *040 VBL% Qt A Notary Public of New York ;,',oF NEB'+°•° My Commission Expires June 30, 1991 0 CERTIFICATION I, MARVIN L. TEPPER, Secretary of FRONTIER INSURANCE COMPANY of Monticello, New York, do hereby certify that the foregoing Resolution adopted by the Board of Directors of this Corporation and the Powers of Attorney issued pursuant thereto, are true and correct, and that both the Resolution and the Powers of Attorney are in full force and effect. � ,In Witness W4erraf, I have hereunto set my hand and- aCized.,the`facsimile seal of the corporation is 15th day of . �. November 19 90 N �' "kc ... FM 19-5002-A 7/90 '' ..�.,. A}r, ( ) „„.,� MARVIN L EPPER, ecretary -19- rX ��� rs a1:ORID. CERTIF j `ATE �F. INSURANCE . ISSUE DATE (MMIDD/YY) w NOV. 16, 1990 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW COMPANIES AFFORDING COVERAGE CODE SUB -CODE . INSURED DANIEL ORTEGA CONSTRUCTION CO., INC. 5147-D 69TH STREET LUBBOCK, TEXAS 79464 ------- ---- COMPAN LETTER Y AAETNA CASUALTY & SURETY COMPANIES _ 1. COMPANY LUMBERMEN S k1ftUAL . CAS r.._.CO•_ WRITTEN1 THR.0 TBE LETTER BTEXAS WORKERS' COMP. ASSIGNED COMPANY `. LETTER COMPANY D LETTER COVERAGES„ a THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY .THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR DATE (MWDDIYY) DATE (MMIDDIYY) ALL LIMITS IN THOUSANDS GENERAL LIABILITY GENERAL AGGREGATE F $.1.._mILL. A BX COMMERCIAL GENERAL LIABILITY 060 GL 5505555 CCA 5-15-90 5-15-91 PRODUCTS-COMPIOPS AGGREGATE $ 1 VIILL CLAIMS MADFXX OCCUR. PERSONAL 8 ADVERTISING INJURY $ 1 MILL OWNER'S R CONTRACTOR'S PROT. EACH OCCURRENCE $ 1 . 1,nLL FIRE. DAMAGE (Any one fire) $ 5O MEDICAL EXPENSE (Any one person) . $ . 5 AUTOMOBILE LIABILITY COMBINED A X ANY AUTO 060 FJ 5505554 CCF 5--15-90 > 5-15-91 uM TLE $ 500, CSL ALL OWNED AUTOS BODILY X SCHEDULED AUTOS INJURY $ (Per person) S HIRED AUTOS BODILY *y INJURY $ NON -OWNED AUTOS (Per accident) GARAGE LIABILITY PROPERTY DAMAGE EXCESS LIABILITY EACH AGGREGATE OCCURRENCE' OTHER THAN $ $ UMBRELLA FORM WORKER'S COMPENSATION B 1 3 CL 955658-00 5-23-90 5-23-91 STATUTORY $ ; 100, (EACH ACCIDENT) AND CERTIFICATE TO FOLLOW 'PROM $ 500, (DISEASE -POLICY LIMIT) ,,. EMPLOYERS' LIABILITY INSURANCE COMPANY $ j 100, (DISEASE —EACH EMPLOYE OTHER DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLESlRESTRICTIONS/SPECIAL ITEMS OPERATIONS PROJECT: ROGERS COMMUNITY CENTER CERTIFICATE HOLDER City of Lubbock Building Inspection/Permit Office P. 0. Box 2000 Lubbock, Texas 79457 CANCELLATION r SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 01_%AYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF IY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.. � ti AUTHORIZED w -r- y, .. ACORD CORPORATION t981��. CORD CORPORATION t98! .Yi V O INSURANCE COMPANY MONTICELLO, NEW YORK N 0 _ _ 013 3 - 5 (A Stock Company) POWER OF ATTORNEY �tttafn AH �fflett PU (These presents: That FRONTIER INSURANCE COMPANY, a New York Corporation, having its principal office in Monticello, New York, pursuant to the following resolution, adopted by the Board of Directors of the Corporation on the 4th day of November, 1985: "RESOLVED, that the Chairman of the Board, the President, or any Vice President be, and hereby is, authorized to appoint Attorneys -in - Fact to represent and act for and on behalf of the Company to execute bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the naturethereof, and to attach thereto the corporate seal of the Company, in thetransaction of its surety business; "RESOLVED, that the signatures and attestations of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company when so affixed with respect to any bond, undertaking, recognizance or other contract of indemnity or writing obligatory in the nature thereof: "RESOLVED, that any such Attorney -in -Fact delivering a secretarial certification that the foregoing resolutions still be in effectmay insert in such certification the date thereof, said date to be not later than the date of delivery thereof by such Attorney -in -Fact" This Power of Attorney is signed and sealed in facsimile under and by the authority of the above Resolution. DOES HEREBY MAKE, CONSTITUTE AND APPOINT: Greg luSby Sharlotte Croxford Frederick Carroll Charles O'Conne-U of Tempe in the State of Arizona its true and lawful Attorneys) -in -Fact with full power and authority hereby conferred in its name, place and stead to sign, execute, acknowledge and deliver in its behalf, and as its act and deed, without power of redelegation, as follows: Bonds guaranteeing the fidelity of persons holding places of public or private trust; guaranteeing the performance of contractsother than insurance policies; and executing or guaranteeing bonds and undertakings required or permitted in all actions or proceedings or by law allowed; IN AN AMOUNT NOT TO EXCEED FIVE HUNDRED THOUSAND ($500,000.00) DOLLARS; and to bind FRONTIER INSURANCE COMPANY thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of FRONTIER INSURANCE COMPANY, and all the acts of said Attorneys) -in -Fact pursuantto the authority herein given are hereby ratified and confirmed. ,31tt Witness 04ereuf, FRONTIER INSURANCE COMPANY of Monticello, New York, has caused this Power of Attorney to be signed by its President and its Corporate seal to be affixed this day of , 19 loth July 90 FRONTIER INSURANCE COMPANY State of New York =1 96 2 P� BY: County of Sullivan ss.: WALTER A. RHULEN, President 1I On this 10th day of July 19.90 before the subscriber, a Notary Public of the State of New York in and for the County of Sullivan, duly commissioned and qualified, came WALTER A. RHULEN of FRONTIER INSURANCE COMPANY to me personally known to be the individual and officer described herein, and who executed the preceding instrument, and acknowledged the execution of the same, and being by me duly sworn, deposed and said, that he is the officer of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of the Company, and the Corporate Seal and signature as an officer were duly affixed and subscribed to the said instrument by the authority and direction of the Corporation, and thatthe resolution of the Company, referred to in the preceding instrument, is now in force. c (Testimuntvt Whereof, [have hereunto set my hand, and affixed my official seal at Monticello, New York, the day and year above written 'NOTARY``, UBL% et OF y0` . CERTIFICATION / K - { �' * - / A Notary Public of New York' My Commission Expires June 30, 1991 I, MARVIN L.TEPPER, Secretary of FRONTIER INSURANCE COMPANY of Monticello, NewYork,do hereby certify that the foregoing Resolution adopted by the Board of Directors of this Corporation and the Powers of Attorney issued pursuant thereto, are true and correct, and that both the Resolution and the Powers of Attorney are in full force and effect. , ,31n Witness Whereof, I have hereunto set my hand'. and affixed, ,the facsimile seal of the corporation is 15th day of ,19 November 90 f'rgURRp ��� OS SEA m ¢ r FM 19-5002-5 (6/90) AEPPER..IN L. cretary CONTRACT -21- 0 CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 8th day of November, 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 DANIEL ORTEGA CONSTRUCTION CO., 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 #10876 - BUILDING RENOVATIONS - RODGERS COMMUNITY CENTER IN THE AMOUNT OF $85,609.000 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 a 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. APPROVED AS TO FORM: ATTEST: Corporate Secretary CITY OF LUBBOCK, TEXAS (OWNER) v� By: J MAYOR DANIEL ORTEGA CONSTRUCTION CO.. INC. CONTRACTOR By: TITLE•%t COMPLETE ADDRESS: 5147 69th Street, Suite D Lubbock, TX. 79424 -22- GENERAL CONDITIONS OF THE AGREEMENT -23- No Text 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 J 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: DANIEL ORTEGA CONSTRUCTION CO., 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 CARLOS VIGIL, PARK DEVELOPMENT SUPERVISOR, 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. n�- 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 -24- by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor. 7. WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to 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, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract 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. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished 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. r-, 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative shall review all work included herein. He has the authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract. In order to permit delays and disputes and to, discourage litigation, it is further agreed that the Owner's Representative shall, in all cases, determine ',',the amounts and quantities of the several kinds of work which are to be paid for under this contract. He sh'a,il 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 Ahe 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 arisipg there- from shall be thereafter adjusted to arbitration as hereinafter provided. r� 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 *- 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, r-� 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 bepaid 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. 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 workwith 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. „r. 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 a, extent as to giie 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. r-- 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. p-. 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. ,.r (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 MATERIALMEN AND FURNISHERS OF MACHINERY EQUIPMENT AND SUPPLIES r-w 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. r- If during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by any of those designated. in the preceding paragraph and shall fail to pay and discharge any such indebtedness within five (5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain unpaid, withhold from the unpaid portion of this contract, a sum equal to the amount of such unpaid indebtedness or may apply the sun 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 sun of $50.00 (FIFTY DOLLARS) PER DAY, not as a penalty, but as liquidated damages for the -33- 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, r-- 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, Walk -outs, 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 be 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. r.., 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 hcreto, 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 r� 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 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. r. 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 remove 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 byboth 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 sums 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 totheOwner; 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 r-- 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 r., 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 sum derived from such sale to the credit of the Contractor and his Surety. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any 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, tools, 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 shall 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 sum 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- ':ram 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, shalt 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 Owner's Representative or to the Contractor's own employees or to any other person, firm, or corporation. 55. CLEANING UP r 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. r— -40- No Text CURRENT WAGE DETERMINATIONS -41- No Text • �.; Resolution #2502. January 8, 1987 Agenda Item #18 DGV:da RESOLUTION �- WHEREAS, the City Council has heretofore established the general - prevailing rate of per diem wages for each craft or type of workmen or mechanics needed to execute public works contracts for the City of Lubbock in accordance with the provisions of Vernon's Ann.Civ.St., Art. 5159a; and WHEREAS, such wage rates were established by Resolution No. 719 _ enacted February 12, 1981, updated by Resolution No. 1590 enacted February 23, 1984;'and WHEREAS, such rates need to be updated at the present time in order to reflect the current prevailing rate of per diem wages; NOW THEREFORE: BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the general prevailing rate of per diem wages for public works contracts shall be as set forth in the following named exhibits, which exhibits shall be attached hereto and made a part hereof for all intents and purposes: _ Exhibit A: Building Construction Trades Exhibit B: Paving and Highway Construction Trades Exhibit C: Electrical Trades Exhibit D: Overtime Rate Exhibit E: Weekend and Holiday Rate Such wage rates. are hereby found and declared to be the general prevailing rate of per diem wages in all localities where public works are undertaken on behalf of the City of Lubbock and such wage rates .shall be included in all public works contracts as provided by law. Passed by the City Council this 8th day of January 1987. e. B.C. MCMINN, MAYOR Ranettc,.Boyd, City Secretary APPROVED TO ONTENT: APPROVED AS TO FORM.. !: r- - Bi l P yne, D rector of Building �Doiver, First Services Assistant City Attorney EXHIBIT A City of Lubbock Building Construction Trades Prevailing Rates Craft Hourly Rate Acoustical Ceiling Installer $11.60 Air Conditioner Installer 8.35 Air Conditioner Installer -Helper 5.50 Bricklayer 10.50 Bricklayer -Helper 5.00 Carpenter 11.00 Carpenter -Helper 5.50 Cement Finisher 7.35 Drywall Hanger _ 8.70 Electrician - 10.50 Electrician -Helper 5.25 Equipment Operator - Heavy - 8.00 Light 5.70 Floor Installer 8.00 Glazier 7.50 Insulator, Piping/Boiler 9.50 Insulator -Helper 5.00 Iron Worker 7.30 Laborer, General 4.75 Mortar Mixer 5.60 Painter 8.75 Plumber 9.25 Plumber -Helper 6.00 Roofer 7.65 Roofer -Helper 4.75 Sheet Metal Worker 8.75 Sheet Metal -Worker -Helper 5.50 Welder -.Certified 8.00 EXHIBIT B Paving and Highway Construction Prevailing Wage Rates ^. Craft Asphalt Heaterman Asphalt Shoveler Concrete Finisher Concrete Finisher -Helper Electrician Flagger Form Setter Form Setter Helper Laborer, General Laborer, Utility Mechanic Mechanic -Helper POWER EQUIPMENT OPERATORS Asphalt Paving Machine Bulldozer Concrete Paving.Machinist Front End Loader Heavy Equipment Operator Light Equipment Operator Motor Grade Operator. Roller Scraper Tractor Truck Driver - Light Heavy Hourlv Rate $5.25 4.75 7.35 4.75 10.50 4.75 6.50 5.50 4.75 5.80 6.50 6.00 6.00 5.25 6.50 5.85 6.40 6.40 8.00 5.25 5.2.5 5.50 5.25 5.25 j EXHIBIT C Electric Construction Trades Prevailing Wage Rates Craft Hourly Rate Power Line Foreman $11.00 Lineman Journeyman 10.45 Lineman Apprentice Series 8.90 Groundman Series 7.25 EXHIBIT D Prevailing Wage Rates Overtime Rate The rate for overtime (in.excess of forty hours per week) is 1 1/2 times base rate. EXHIBIT E Prevailing Wage Rates Weekend and Holiday Rate The rate for weekend and holiday is.l 1/2 times base rate. SPECIFICATIONS No Text CITY OF LUBBOCK, TEXAS RODGERS COMMUNITY . CEN RENOVATIONS 3200 AMHERST STREET LUBBOCK, TEXAS JULY 1990 .................. .................. ■ror rr it uu rou i rar unrr• ■u■■ ■ u ■■r•■■■ •rr■■1 • ■ ■Pq■O burr I " "•■■ ............ logo �,..,. ,r.••■•■••••u•■•:: AC Associates Architects • Engineers* Planners 4010 Avenue R, Lubbock, Texas 79412 Specifications and Contract Documents for TER Rodgers Community Center Renovations 3200 Amherst Street Lubbock, Texas TABLE OF CONTENTS ADVERTISEMENT INSTRUCTIONS TO.BIDDERS PROPOSAL CONTRACT BID BOND PERFORMANCE BOND CERTIFICATE OF INSURANCE EXPERIENCE RECORD GENERAL CONDITIONS OF THE AGREEMENT TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL. REQUIREMENTS 01010 Summary of Work 01040 Coordination 01045. Cutting and Patching 01090 Reference Standards 01340 Submittals 01400 Quality Control 01500 Temporary Facilities 01570 Traffic Regulation 01600 Material and Equipment 01700 Contract Closeout DIVISION 2 - SITEWORK 02072 Minor Demolition for New Construction 02831 Fences and Gates DIVISION 3 - CONCRETE 03300 -.,Cast-in-Place Concrete DIVISION 4 - MASONRY s 04200 Unit Masonry DIVISION 5 - METALS 05500 Metal Fabrications TABLE OF CONTENTS TOC 1 DIVISION 6 - WOOD AND PLASTICS 06100 Rough Carpentry 06400 Architectural Millwork DIVISION 7 - THERMAL AND MOISTURE PROTECTION r-- 07210 Building Insulation 07600 Flashing and Sheetmetal 07920 Caulking and Sealants DIVISION 8 - DOORS AND WINDOWS 08111 Hollow Metal Doors 08210 Wood Doors, Hollow Metal Frames, Hardware 08512 Sheet Steel Windows ,.. 08700 Finish Hardware 08810 Glass and Glazing DIVISION 9 - FINISHES 09200 Lath and:Plaster. 09250 Gypsum B04rd Systems 09510 Acoustical Ceilings 09650 Resilient`.Flooring 09688 Carpet and Base 09900 Painting DIVISION 10 - SPECIALTIES 10160 Metal Toilet Partitions 10441 Plastic Signs 10800 Toilet Accessories DIVISION 11 - EQUIPMENT Not Used DIVISION 12 - FURNISHINGS 12512 Horizontal Louver Blinds DIVISION 13 - SPECIAL CONSTRUCTION Not Used DIVISION 14 CONVEYING SYSTEMS Not Used TABLE OF CONTENTS TOC - 2 DIVISION 15 - MECHANICAL , 15000 General Provisions For Mechanical and Electrical 15200 Piping and Accessories 15210 Plumbing Systems 15260 Refrigerant Piping System _ 15500 Equipment 15600 Testing, Adjusting and Balancing Mechanical Systems DIVISION 16 - ELECTRICAL -- 16110 Raceways and Fittings 16120 Conductors _ 16140 Wiring Devices 16500 Lighting 16770 Sound System TABLE OF CONTENTS TOC - 3 SECTION 01010 SUMMARY OF WORK PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Work covered by Contract Documents B. Contractor use of site and premises. C. AlteJ�riates. D. Owner occupancy. 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. -Work of this Project covers the demolition of existing construction and the construction of new exterior walls and doors, refinishing restrooms, millwork and ceilings as well as upgrading and repairing lighting and mechanical equipment. 1,.4 ALTERNATES A. Alternate 1 Remove Vinyl Tile Patch Floor Slab Replace Vinyl Tile B. Alternate 2 New Wooden'Fence Metal Fence Posts C. Alternate 3 Remove Cabinet Doors Swing Door with Hardware Rework Cabinet Doors D. Alternate 4 Patch Plaster Soffits/Fascia Paint Fascia/Soffits SUMMARY OF WORK 01010 - 1 E. Alternate 5 New Carpet F. Alternate 6 Mini -Blinds at Windows G. Alternate 7 Repair Tectum and Paint H. Alternate 8 New P.A. System I. Alternate 9 Emergency Lighting J. Alternate 10 Meeting Room Lighting 1.5 CONTRACTOR USE OF SITE AND PREMISES A. Limit "use of site and premises to allow: 1. Owner occupancy. 2. Work by Others. 3. Use of site and adjacent premises by public for scheduled activities. 1.6 OWNER OCCUPANCY A. The Owner will not occupy the Community Center, but will occupy the adjacent premises during the period of construction. B. Cooperate with the Owner to minimize conflict, and to facilitate Owner's operations. C. Owner stored material is not to be damaged. If items need to be moved, notify Owner seven days in advance of starting work. D. Schedule the Work to accommodate these requirements. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION SUMMARY OF WORK 01010 - 2 SECTION 01040 COORDINATION PART 1 GENERAL 1.1 SECTION INCLUDES A. Coordination. B. Alteration project procedures. C. Cutting and patching. D. Preconstruction conference. 1.2 COORDINATION A. Coordinate scheduling, submittals, and Work of the various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Verify that utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate work of various. Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with line of building. Utilize �- spaces efficiently to maximize accessibility for other installa- tions, for maintenance and £or.repairs. D. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. E. Coordinate completion and clean up of Work of separate Sections in preparation foV Substantial Completion. .— F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 1.3 ALTERATION PROJECT PROCEDURES A. Materials: As specified in product Sections; match existing products and work for patching and extending work. COORDINATION 01040 - 1 B. Close openings in exterior surfaces to protect existing work from weather and.extremes of temperature and humidity. C. Remove, cut, and patch work in a manner to minimize damage and to provide a -means of restoring products and finishes to original condition. D. Refinish visible existing surfaces to remain in renovated rooms and .spaces, to specified condition for each material, with a neat transition to adjacent finishes. E. Where new work abuts or aligns with existing, perform a smooth and even transition. Patched work to match existing adjacent work in texture and appearance. F. When finished surfaces are cut so that a smooth transition with new work is not possible, terminate existing surface along a straight line at a natural line of division and make recommendation to Architect/Engineer. G. Where a change of .plane of 1/4 inch or more occurs, request instructions from Architect/Engineer. H. Patch or replace portions of existing surfaces which are damaged, lifted, discolored, or showing other imperfections. I. Finish surfaces as specified in individual product Sections. 1.4 CUTTING AND PATCHING A. Employ skilled and experienced installer to perform cutting and patching. B. Submit written request in advance of cutting or altering elements which affects: 1. Structural integrity of element. 2. Integrity of weather -exposed or moisture -resistant elements. 3. Efficiency, maintenance, or safety of element. 4. Visual qualities of sight -exposed elements. C. Execute cutting, fitting, and patching including excavation and fill, to complete Work, and to: ; 1 Fit the several parts together, to integrate with other Work. 2.'' Uncover Work to install or correct ill-timed Work. 3. Remove and replace defective and non -conforming Work. 4. Remove samples of installed Work for testing. 5. Provide openings in elements of Work for penetrations of mechanical and electrical Work. D. Execute work by methods which will avoid damage to other Work, and provide proper surfaces .to receive patching and finishing. COORDINATION 01040 - 2 E. Cut rigid materials using masonry saw or core drill. F. Restore Work with new products in accordance with requirements of Contract Documents. G. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. .-- H. Maintain integrity of wall, ceiling, or floor construction; completely seal voids. I. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for an assembly, refinish entire unit. J. Identify any hazardous substance or condition exposed during the Work to the Architect/Engineer for decision or remedy. 1.5 EXISTING";?CONDITIONS A. Laying out: Before construction is started on any work in a given area'!, the Contractor shall lay out the work in the entire area, making allowances for clearances, conduit, piping, chases, openings., and other space requirements. Should the layout requirements be at variance with those shown on the drawings, the Architect shall be consulted before proceeding with the work. No extra charge or compensation will be allowed on account of difference between actual dimensions and the measurements indicated on the drawings. B. Underground utilities: Failure of the drawings to show underground utility lines or other concealed piping, wiring and the like shall not be construed as a guarantee on the part of the Architect or the Owner that such conditions do not exist, though unknown. All operations involving excavation or removals shall be done at the risk of the Contractor who shall take the necessary precautions to protect employees and the public from injury or, death and to avoid damage to existing systems. C. Damage to existing systems: Whether inside the building, exposed or concealed, or outside the building, exposed or below grade, any piping (such as piping for gas, water, waste, vent, drainage, sewer, heating, or cooling systems, etc.) or wiring (such as wiring for electric lighting, power, public address, telephone, or signalling systems, etc.) which is encountered during the construction period and becomes damaged shall be repaired or replaced at the Contractor's expense. 1.6 PRECONSTRUCTION CONFERENCE A. Architect will schedule a conference after Notice of Award. B. Attendance Required: -Owner, Architect/Engineers, and Contractor. COORDINATION 01040 - 3 C. Agenda: . 1. Execution of Owner -Contractor Agreement, 2. Submission of executed bonds and .insurance certificates. 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors, list of products, Schedule of Values, and progress schedule. 5. Designation of personnel representing the parties in Contract, and the Architect/Engineer. 6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders and Contract closeout procedures. 7. Use of premises by Owner and Contractor. 8. Owner's requirements. 9. Construction facilities and controls provided by Owner. 10. Temporary utilities provided by.Owner. 11. Security and housekeeping procedures. 12. Schedules. 13.`Frocedures for maintaining record documents. PART 2 PRODUCTS:. Not Used PART 3 EXECUTION Not Used END OF SECTION COORDINATION 01040 - 4 SECTION 01045 CUTTING AND PATCHING PART 1 GENERAL 1.1 SECTION INCLUDES A. Requirements and limitations for cutting and patching of work. 1,2 RELATED SECTIONS A. Section 01120 - Alteration Project Procedures: Cutting and patching for alterations work. B. Section 01300 - Submittals. C. Section 01600 - Materials and Equipment: Product Options and Substitutions. D. Individual Product Specification Sections: Cutting and patching incidental to work of the Section. PART 2 PRODUCTS` 2.1 MATERIALS A.. Primary Products: Those required for original installation. B. Product Substitution: For any proposed change in materials, submit request for substitution under provisions of Section 01600. PART 3 EXECUTION 3.1 EXAMINATION A. Inspect existing conditions prior to commencing Work, including elements subject to damage or movement during cutting and patching. B. After uncovering existing work, inspect conditions affecting performance of work. C. Beginning of cutting or patching means acceptance of existing conditions. 3.2 PREPARATION A. Provide devices and methods to protect other portions of Project from damage. CUTTING AND PATCHING 01045 - 1 3.3 CUTTING AND PATCHING A. Execute cutting, fitting, and patching, to complete work. B. Remove and replace defective or non -conforming work. C. Remove samples of installed work for testing when requested. 3.4 PERFORMANCE A. Execute work by methods to avoid damage to other Work, and which will'.provide appropriate surfaces to receive patching and finishing. B. Restore work with new products in accordance with requirements of Contract Documents. C. Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to nearest intersection or natural break. END OF SECTION CUTTING AND PATCHING 01045 - 2 SECTION 01090 REFERENCE STANDARDS PART 1 GENERAL 1.1 SECTION INCLUDES ,., A. Quality assurance. B. Schedule of references. '^ 1.2 RELATED SECTIONS A. Document -General Conditions: Reference Standards. 1.3 QUALITY ASSURANCE A. For products or workmanship specified by association, trade, or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard by date of issue current on date of Contract Documents. C. Obtain copies of standards when required by Contract Documents. D. Should specified reference standards conflict with Contract Documents, request clarification from. Architect/Engineer before proceeding. -- E.� The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise.in any reference document. 1.4 SCHEDULE OF.REFERENCES AA Aluminum Association AABC: Associated Air Balance Council .� AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute H- ADC Air Diffusion Council AGC Associated General Contractors of America REFERENCED STANDARDS 01090 - 1 AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AMCA Air Movement and Control Association ANSI American National Standards Institute APA American Plywood Association ARI Air -Conditioning and Refrigeration Institute ASHRAE American Society .of Heating, Refrigerating and Air Conditioning Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute AWPA American Wood -Preservers' Association AWS American Welding Society AWWA American Water Works Association BIA Brick Institute of America CRSI Concrete Reinforcing Steel Institute DHI Door and.Hardware Institute FGMA Flat Glass Marketing Association FM Factory Mutual System FS, Federal Specification GA Gypsum Association ML/SFA Metal Lath/Steel Framing Association NAAMM National Association of Architectural Metal Manufacturers NCMA National Concrete Masony Association REFERENCED STANDARDS 01090 - 2 r- NEMA National Electrical Manufacturers' Association NFPA National Fire Protection NWMA National Woodwork Manufacturers Association PCA Portland Cement Association PS Product Standard SDI Steel Deck Institute SDI Steel Door Institute SJI Steel Joist Institute SMACNA Sheet Metal and Air Conditioning Contractors' National Association, Inc. UL Underwriters' Laboratories, Inc. WCLIB West Coast Lumber Inspection Bureau WWPA Western Wood Products Association PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION " REFERENCED STANDARDS 01090 - 3 SECTION 01340 SUBMITTALS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General .Conditions, Supplementary General Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Submittal procedures., B. Shop _drawings C. Prodt,`ct data. D. Samples. E. Manufacturers' instructions. F. Manufacturers' certificates. 1.3 RELATED SECTIONS A. Section 01400 - Quality Control: Manufacturers' field services and reports B. Section 01700 - Contract Closeout: Contract warranty and closeout submittals. 1.4 SUBMITTAL PROCEDURES A. Transmit each submittal with AIA Form G810 or Contractor's standard preprinted transmittal form. B. Sequentially number the transmittal forms. C. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail number(s), and specification Section number, as appropriate. D. Apply Contractor's stamp, signed or initialled certifying that review, verification of Products required, field dimensions, adjacent construction.Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents. Submittals arriving for review by Architect/Engineer that do not SUBMITTALS 01340 - 1 have the Contractor's stamp and initial will be returned without review. E. Schedule submittals to expedite the Project, and deliver to the Architect business address. Coordinate submission of related items. F. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. G. Provide space for Contractor and Architect/Engineer review stamps. H. Revise and resubmit submittals as required, identify all changes made since previous submittal. I. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with �-- provisions. 1.5 CONSTRUCTION PROGRESS SCHEDULES A. Submit three copies of the initial progress schedule within 15 days after date established in Notice to Proceed for Architec.t/Engineer review. B. Revise and resubmit as required. C. Submit three copies of the revised schedules with each Application for Payment, identifying changes since previous version. D. Submit a horizontal bar chart with separate line for each major section of Work or operation, identifying first work day of each week. E. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration. F. Indicate estimated percentage of completion for each item of Work at each submission. P_ G. Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates, including those furnished by .•- Owner and under Allowances. 1.6 PROPOSED PRODUCTS LIST A. Within 15 days after date of Owner -Contractor Agreement submit three copies of the complete list of major products proposed for use, with name of manufacturer, trade name, and model number of r^ each product. SUBMITTALS 013.40 - 2 B. Within 15 days after date of Owner -Contractor Agreement submit three copies of the completed project list of Schedule of Valves to be used for these project. Each school or physical education facility shall have a separate Schedule of Values. Submit an up dated Schedule of Values with each Application for Payment that clearly compares the current project status to the completed project. . C. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation,, and reference standards. 1.7 SHOP DRAWINGS A. Submit in the form of one reproducible transparency and one opaque reproduction. B. After review reproduce and distribute in accordance with Article on Procedures above and for Record Documents described in Section 01700 - Contract Closeout. 1.8 PRODUCT DATA A. Submit the number of copies which the Contractor requires, plus. three copies which will be retained by the Architect/Engineer. B. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this Project. C. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents described in Section 01700 - Contract Closeout. 1.9 SAMPLES A. Submit samples to illustrate functional and aesthetic character- istics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. B. Submit samples of finishes from the full range of manufacturers' standard colors or in custom colors selected, textures, and patterns for Architect/Engineer's selection. C. Include identification on each sample, with full Project information. D. Submit the number or samples specified in individual specification Sections; one of which will beretained by Architect/Engineer. SUBMITTALS 01340 - 3 E. Reviewed samples which may be used in the Work are indicated in individual specification Sections. 1.10 MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification Sections, submit .manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting,. and finishing, in quantities specified for Product Data. B. Identify conflicts between manufacturers' instructions and Contract Documents. 1.11 MANUFACTURER'S CERTIFICATES A. When specified in individual specification Sections, submit manufacturers' certificate to Architect/Engineer for review, in quantities specified for Product Data. B. Indic -ate material or product conforms to or exceeds specified reqt t Jix'ements. Submit supporting reference date, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Architect/Engineer. 1.12 PAY REQUEST A. Contractor shall use the standard AIA form G722, Project Application and Project Certificate for Payment. Pay request received by the 15th of the month will be processed for payment within thirty (30) days. B. A copy of the AIA form C722 is provided at the end of this Section. PART 2 PRODUCTS Not Used PART 3 EXECUTION .Not used END OF SECTION SUBMITTALS 01340 - 4 PROJECT APPLICATION AND PROJECT CERTIFICATE FOR PAYMENT AIA Document C722 (Instructions on reverse side) PAGE ONE OF PAGES TO (Owner): PROJECT: APPLICATION NO: Distribution to: O OWNER PERIOD FROM: 0 ARCHITECT TO: O CONSTRUCTION MANAGER ATTENTION: CONSTRUCTION MANAGER: ARCHITECT'S PROJECT NO: PROJECT APPLICATION. FOR PAYMENT Application is made for Payment, as shown below, in connection with the Project. AIA Document G723, Project Application Summary, is attached. The undersigned Construction Manager certifies that to the best of the ' The present status of the account for all Contractors for this Project is as follows: dbl'fW k Construction Manager s knowledge, Inf ormation an a Ie or cov- ered by this Project Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractors for Work for which previous Project Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due. CONSTRUCTION MANAGER By: Date: State of: County of: Subscribed and sworn to before me this day of ,19 Notary Public: My Commission expires: TOTAL CONTRACT SUMS (Item A Totals) ............$ Total Net changes by Change Orders (Item B Totals) ...$ TOTAL CONTRACT SUM TO DATE (Item C Totals) ..... $ TOTAL COMPLETED & STORED TO DATE ............$ (Item F Totals) RETAINAGE (Item H Totals) ............ ..........$ LESS PREVIOUS TOTAL PAYMENTS (Item I Totals) .... . CURRENT PAYMENT DUE (Item J Totals) .............$ ARCHITECT'S PROJECT CERTIFICATE FOR PAYMENT TOTAL OF AMOUNTS CERTIFIED ...................$ In accordance with the Contract Documents, based on on -site observa- tions and the data comprising the above Application, the Architect certi- fies to the Owner that Work has progressed as indicated; that to the best of the Architect's knowledge, information and belief the quality of the Work is. in accordance with the Contract Documents; and that the Con- tractors are entitled to payment of the AMOUNTS CERTIFIED. (Attach explanation if amount certified differs from the amount applied for.) ARCHITECT: By: ,Date: This Certificate is not negotiable. The AMOUNTS CERTIFIED are payable only to the Contractors named in AIA Document G723, attached. Issuance, payment and accep- tance of payment are without prejudice to any rights of the Owner or the Contractor Linder this Contract. AIA DOCUMENT G722 • PROJECT APPLICATION AND PROJECT CERTIFICATE FOR PAYMENT • IUNE 1980 EDITION • AIAO © 1980 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 G722 1980 r-. SECTION 01400 QUALITY CONTROL PART 1 GENERAL 1.1 RELATED DOCUMENTS .-- A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Quality assurance and control of installation. B. References. C. Field samples. D. Insp`ection and testing laboratory services. E. Manufacturers' field services and reports. 1.3 RELATED 'SECTIONS A. Section 01090 - Reference Standards. B. Section 01340 - Submittals: Submission of Manufacturers' Instructions and Certificates. C. Section 01600 - Material and Equipment: Requirements for material r- and product quality. D. Individual Specification Sections: Inspections and tests required, and standards for testing. 1.4 QUALITY ASSURANCE/CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict .with Contract Documents, request clarification from Architect/Engineer before proceeding. QUALITY CONTROL 01400 - 1 r- D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of specified quality. F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. 1.5 REFERENCES A. Conform to reference standard by date of issue current on date of Contract Documents. B. Obtain copies of standards when required by Contract Documents. C. Should specified reference standards conflict with Contract Documents, request clarification for Architect/Engineer before proceeding. D. The•'contractual relationship of the parties to the Contract shall not''be altered from the Contract Documents by mention or inference otherwise in any reference document. E. ANSI/ ASTM D3740 - Practice for Evaluatio.n'of Agencies Engaged in Testing and/ or Inspection of Soil and Rock as Used in Engineering Design and Construction. F. ANSI/ ASTM E329 - Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials as Used in Construction. 1.6 FIELD SAMPLES A. Install field samples at the site as required by individual specifications Sections for review. B. Acceptable samples represent a quality level for the Work. C. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Architect/Engineer. 1.7 INSPECTION AND TESTING LABORATORY SERVICES - A. The City of Lubbock shall employ and pay for services of an independent Testing Laboratory. Architect shall recommend to the City of Lubbock which laboratory to employ. QUALITY CONTROL 01400 - 2 B. The independent firm will perform inspections, tests, and other services specified in individual specification Sections and as required by the Architect/Engineer. C. Reports will be submitted by the independent firm to the Architect/Engineer, in duplicate indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents. D. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage and assistance as requested. 1. Notify Architect/Engineer and independent firm 24 hours prior to expected time for operations requiring services. 2. Make arrangements with independent firm and pay for additional samples and tests,required for Contractor's use. E. Retesting required because of non-conformance to specified requirements shall be performed by the same independent firm on instructions by the Architect/Engineer. Payment for retesting will be charged to the Contractor by deducting inspection or testing charges from the Contract Sum/Price. 1.8 MANUFACTURERS' FIELD SERVICES AND REPORTS A. When specified in individual specification Sections, require material or Product suppliers or manufacturers 'to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust, and balance of equipment as applicable, and to initiate`instructions when necessary. B. Individuals to report observations and site decisions or. instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. C. Submit report in duplicate within 30 days of observation to Architect/Engineer for review. PART 2 PRODUCTS Not:; Used PART 3 EXECUTION Not Used. END OF SECTION QUALITY CONTROL 01400 - 3. SECTION 01500 TEMPORARY FACILITIES PART 1 GENERAL 1..1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water, and sanitary facilities. B. Temporary Controls: Barriers, enclosures and fencing, protection of the Work, and water control. C. Construction Facilities: Parking, progress cleaning, project signage, and temporary buildings. 1.3 RELATED SECTIONS A. Section 01700 - Contract Closeout: Final cleaning. 1.4 TEMPORARY ELECTRICITY A. All cost related to power service for this project will be paid by Contractor. Utility invoices for the construction period will be copied to the Contractor for payment. Power consumption shall not disrupt Owner's need for continuous service. B. Owner will not pay cost of energy used during construction.. C. Provide power outlets for construction operations, with branch wiring and distribution boxes as required. Provide flexible power cords as required. D. Provide main service disconnect and overcurrent protection at source distribution equipment. E. Permanent convenience receptacles. may be utilized during construction. Cost of power used from these sources will be billed to the"'Contractor at the same rate charged to the City of Lubbock by the power company. F. Provide adequate distribution equipment, wiring, and outlets to. provide single phase branch circuits for power and lighting. TEMPORARY FACILITIES 01500 - 1 1.5 TEMPORARY LIGHTING ' A. Provide and maintain incandescent lighting for construction operations to achieve a minimum lighting level of,2 watt/sq ft. B. Provide and maintain 1 watt/sq ft lighting to exterior staging and storage areas after dark for security purposes. .-, C. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required. D. Maintain lighting and provide routine repairs. E. Permanent building lighting may be utilized during construction. ^-� 1.6 TEMPORARY HEAT A. Utilize Owners existing heat plant, extend and supplement with tempa.rary heating devices as required to maintain specified conditions for construction operations. B. Priax to operation of permanent equipment for temporary heating purposes, verify that installation is approved for operation, equipment is lubricated and filters are in place. Provide and pay for operation, maintenance, and regular replacement of filters and r., worn or consumed parts. C. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress, unless indicated otherwise in specifications. 1.7 TEMPORARY VENTILATION A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. B. Contractor may not use new air conditioning systems for worker comfort. 1.8 TELEPHONE SERVICE A. Existing telephone service may be used by Contractor. All telephone invoices received during the construction period will be copied_to the Contractor for payment. B. Make telephone accessible to Architect for duration of Project. TEMPORARY FACILITIES 01500 - 2 1.9 TEMPORARY WATER SERVICE A. Connect to existing water source for construction operations. B. Owner will not pay cost of water used. Contractor to pay all utility costs, including water, during the construction period. Exercise measures to conserve water. C. Extend branch piping with outlets located so water is available by hoses with threaded connections. Provide temporary pipe insulation to prevent freezing. 1.10 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Existing facilities may be used by construction crews until renovation work in the toilet area begins. Construction crews are not to use the new^:toilet facilities. 1.11 BARRIERS;;; A. Provide barriers to prevent unauthorized entry to construction areas, while still allowing access for Owner's use of site. Protect existing facilities and adjacent properties from damage. during construction operations and demolition. B. Protect vehicular traffic, stored materials, site av structures from damage. 1.12 EXTERIOR ENCLOSURES A. Provide temporary insulated weather -tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification Sections, and to prevent entry of unauthorized persons. Provide access doors- with self -closing hardware and locks. B. Contractor shall be responsible for maintaining building security and property stored within. 1.13 INTERIOR ENCLOSURES A. Provide temporary partitions and ceilings as required to separate work areas from Owner occupied areas, to prevent penetration of dust and moisture into Owner occupied areas, and to prevent damage to existing materials and equipment. TEMPORARY FACILITIES 01500 - 3 r- B. Construction: Framing and reinforced polyethylene or plywood sheet materials with closed joints and sealed edges at intersections with r. existing surfaces. 1.14 PROTECTION OF INSTALLED WORK A. Protect installed Work and provide special protection where specified in individual specification Sections. '-. B. Provide temporary and removable protection for installed Products. - Control activity in immediatework area to minimize damage. C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage; or movement of heavy objects, by protecting with durable sheet materials. E. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. F. Prohibit traffic through landscaped areas. 1.15 SECURITY A. Provide security and facilities to protect Work, and existing facilities, and Owner's operations directly adjacent to new construction from unauthorized entry, vandalism, or theft. B. Coordinate with Owner's security program. 1.16 PARKING A. Arrange for temporary parking areas to accommodate construction personnel. B. When site space is not adequate, provide additional off -site parking. 1.17 PROJECT SIGNAGE A. Contractor and Sub -Contractors may use one combined sign measuring 4 feet wide and 8 feet high mounted securely to sign posts. If a sign ..is used, the architect shall review wording and location before sign is to be installed. B. Contractor shall install architect's job sign on contractor supplied sign posts as directed. TEMPORARY FACILITIES 0150.0 - 4 1.18 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and.continue cleaning to eliminate dust. D. Remove waste materials, debris, and rubbish from site weekly and dispose off -site. 1.19 REMOVAL OF TEMPORARY UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to Substantial Completion inspection. B. Clean and repair damage caused by installation'or use of temporary work. C. Restore existing facilities used during.construction to original condition. Restore permanent facilities used during construction to specified condition. D. Remove all job signs and repair holes dug for post, regrade lawn as necessary. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION TEMPORARY FACILITIES 01500 5 SECTION 0157.0 TRAFFIC REGULATION PART 1 GENERAL 1.1 SECTION INCLUDES A. Construction Parking Control. B. Flagmen. C. Removal. 1.2 RELATED SECTIONS A. Section 01039 — Coordination and Meetings; 01041 — Project Coordination. B. Section 01500 - Construction Facilities and Temporary Controls.. 1.3 SIGNS, SIGNALS, AND DEVICES A. Traffic Cones and Drums, Flares and Lights: As approved by local jurisdictions. B. Flagman Equipment: As approved by local jurisdictions. 1.4 CONSTRUCTION PARKING CONTROL A. Control vehicular parking to. prevent interference with "public traffic and parking, access by emergency vehicles, and Owner's operations. B. Monitor parking of construction personnel's vehicles. Maintain vehicular access to and through parking areas. C. Prevent parking on or adjacent to access roads or in non -designated areas. FLAGMEN ` A. Provide trained and equipped flagmen to regulate traffic when construction operations or traffic encroach on public traffic lanes. 1.6 FLARES AND "LIGHTS A. Use flares and lights during hours of low visibility to delineate, traffic lanes and to guide traffic. TRAFFIC REGULATION 01570 - 1 1.1 REMOVAL A. Remove equipment and devices when,no longer required. B. Repair damage caused by installed equipment. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 01570 - 2 MATERIAL AND EQUIPMENT PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements apply to the work of this Section. y 1.2 SECTION INCLUDES A. Products. B. Transportation and handling. r„C. Stox, ge and protection. D. Product options. E. Substitutions. 1.3 RELATEDSECTIONS A. Document -Instructions to Bidders: Product options and substitution procedures. B. Section 01400 - Quality Control: Product quality monitoring. 1.4 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Do not usematerials and equipment removed from existing premises, except as specifically permitted by the Contract -Documents or as approved by the Architect/ Engineer. C. Provide interchangeable components of the same manufacturer, for similar components... r- D. When new products are to be installed in the same room where existing products will be continued to be used, new shall match existing as much as possible. MATERIAL AND EQUIPMENT 01600 - 1 1.5 TRANSPORTATION AND HANDLING A. Transport and handle products in accordance with manufacturer's instructions. B. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 1.6 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery 1. Deliver materials, products and equipment to the project site in undamaged condition in manufacturer's original unopened containers or packaging with identifying labels intact and .,legible. 2. Arrange deliveries in accord with the Construction Schedule and ample time to facilitate.inspection prior to installation ,in order to avoid unnecessary delays in the construction process. B . Storage 1. "Store and protect products in accordance with manufacturer's instructions,. with seals and labels intact and legible. Store sensitive products in weather -tight, climate controlled enclosures. 2 For exterior storage of fabricated products, place on sloped supports, above ground. 3. Provide off -site storage and protection when site does not permit on -site storage or protection. 4. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. 5.. Store loose granular materials on solid flat surfaces in a well -drained area. Prevent mixing with foreign matter. 6. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. 7. Arrange storage of products to permit access for inspection. Periodically inspect to assure products are undamaged and are maintained under specified conditions. C. Handling 1: Handle materials, products and equipment in a manner prescribed by the manufacturer or as required to protect from damage during storage and installation. 1.7 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. MATERIAL AND EQUIPMENT 01600 - 2 B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 1.8 SUBSTITUTI.ONS A. Instructions to Bidders specify time restrictions for submitting requests for Substitutions .during the bidding period to requirements specified in this Section. B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. D. A request constitutes a representation that the Contractor: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the Substitution as'for the specified product. ., 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. S. Will reimburse Owner for review or redesign services associated with re -approval by authorities. E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. k F. Substitution Submittal Procedure: 1. Submit three copies of request for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product.equivalence. 3._ The, Architect/Engineer will notify Contractor, in writing, of decision to accept or reject request. MATERIAL AND EQUIPMENT 01600 -.3 PART 2 PRODUCTS Not Used PART 3 EXECUTION Not used END OF SECTION SECTION 01700 CONTRACT CLOSEOUT PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Closeout procedures. B. Final cleaning. C . Ad j ,sting D. Project record documents. E. Operation and maintenance data. F. Warranties. G. Spare parts and maintenance materials. H. System Start-up 1.3 RELATED SECTIONS A. Section 01400 - Quality Control B. Section 01500 - Temporary Facilities: Progress cleaning. 1.4 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Architect/ Engineer's inspection. B. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.5 FINAL CLEANING A. Execute final cleaning prior to final inspection. CONTRACT CLOSEOUT 01700 - 1 B. Clean interior and exterior glass and surfaces exposed to view; removetemporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Clean equipment and fixtures to a sanitary condition.. D. Replace filters of operating equipment. E. Clean debris from roofs, gutters, downspouts, and drainage systems. F. Clean site; sweep paved areas, rake clean landscaped surfaces. G. Remove waste and surplus materials, rubbish, and construction facilities from the site. 1.6 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.7 PROJECT.:RECORD DOCUMENTS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings. 2. `Specifications. 3. Addenda. 4. Change Orders and other Modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. B. Store Record Documents separate from . documents used for construction. C. Record information concurrent with construction progress. D. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: 1. Manufacturer's name and product model and number. 2, Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. E. Record Documents and Shop Drawings: Legibly mark each item to .record actual construction including: 1. Measured depths of foundations in relation to finish main floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. .4. Field changes of dimension and detail. CONTRACT CLOSEOUT 01700 - 2 5. Details not on original Contract Drawings. F. Submit documents to Architect/Engineer with claim for final Application for Payment. 1.8 OPERATION AND MAINTENANCE DATA A.. Submit two complete sets of operation and maintenance data 15 days prior to final inspection, bound in 8-1/2 x 11 inch text pages, three D size ring capacity binders with durable plastic covers. B. Prepare binder covers with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS",. title of project, and subject matter of binder when multiple binders are required. C. Internally subdivide the binder contents with permanent page *- dividers, logically organized as described below; with tab title clearly printed under reinforced laminated plastic tabs. r-. D. Contents: Prepare a Table of Contents for each volume, with each Product or system description identified. E. Part 1: Directory, listing names, addresses, and telephone numbers of Architect/Engineer, Contractor, Subcontractors, and major equipment suppliers. F. Part 2: Operation and maintenance instructions, arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following: 1. Significant design criteria. 2. List of equipment. 3. Parts list for each component. 4. Operating instructions. 5. Maintenance instructions for equipment and systems. 6.. Maintenance instructions for special finishes, including recommended cleaning methods and materials and special precautions identifying detrimental agents. G. Part 3: Project documents and certificates, including the following: 1. Shop drawings and product data. 2:< Air and water balance reports. 3. Certificates. 4. Photocopies of warranties and bonds. 1.9 WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers as described above. CONTRACT CLOSEOUT 01700 - 3 F- C. Provide Table of Contents and assemble in three ring binder as described above. D. Submit prior to final Application for Payment. E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start.of warranty period. 1.10 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. B. Deliver to Project site and place in location as directed by.Owner and obtain receipt prior to final payment. 1.11 STARTING OF SYSTEMS A. Preparation 1. Notify Architect/Engineer seven days prior to start-up of each system. 2. ''Verify that each piece of equipment or system has been checked ,for proper lubrication, drive rotation, belt tension, control sequence, or other conditions which may cause damage. 3. Verify that tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. 4. Verify wiring and support components are complete and tested. 5. Execute start-up under supervision of responsible manufacturer's representative in accordance with manufacturer's instructions. 6. Demonstrate start-up,operation, control, adjustment, trouble shooting, servicing maintenance and shutdown of each piece of equipment to Owner's personnel two weeks prior to date of final inspection. 7. Amount of time to be devoted to instruction shall be reasonable and consistent with size of installation and its complexity. PART 2 PRODUCTS Not used PART 3 EXECUTION Not used END OF SECTION CONTRACT CLOSEOUT 01700 4 SECTION 02072 MINOR DEMOLITION FOR NEW CONSTRUCTION PART 1 GENERAL 1.1 SECTION INCLUDES A. Removal of designated construction. 1.2 RELATED SECTIONS A. Refer to Division 1 of the specifications for additional general information relating to the demolition work on this project. 1.3 SUBMITTALS A. Submit under provisions of Section 01340. 1.4 REGULATORY REQUIREMENTS A. Do not close or obstruct egress width to exits. B. Do not disable or disrupt building fire or life safety systems without 3 day prior written notice to the Owner. 1.5 SCHEDULING A. Schedule Work to coincide with new construction and the events scheduled for this facility. This work shall not cause the facility to be closed during scheduled hours. Contractor to coordinate haul route, dust barriers, and covers with facility representatives in writing prior to starting work. PART 2 PRODUCTS NOT USED PART 3. EXECUTION .� 3.1 PREPARATION A. Provide, erect and maintain temporary barriers at all public and service entrances to the construction site. B. Protect existing materials which are not to be demolished. Contractor shall replace, at his expense, any that are damaged with equal material. MINOR DEMOLITION FOR NEW CONSTRUCTION 02072 - 1 C. Existing furniture within the construction area will be removed by Owner prior to starting work. Contractor to coordinate with Owner what furniture must be moved from the construction area and what furniture may stay. Contractor shall protect, cover and keep clean any furniture which remains within the construction area. 3.2 DEMOLITION REQUIREMENTS A. Conduct demolition to minimize interference with adjacent building areas. 3.3 DEMOLITION A. Demolish in an orderly and careful manner. B. Carefully remove materials to be salvaged and re -used. Store on site in a safe location. C. Remove demolished materials from site. Do not burn or bury materials on site. D. Remove demolished materials from. site as work progresses. Upon completion of that day's work, leave areas in clean condition. END OF SECTION MINOR DEMOLITION FOR NEW CONSTRUCTION 02072 - 2 SECTION 02831 ,.. FENCES AND GATES PART 1 GENERAL 1.1 SECTION INCLUDES •- A. Fence framework, fabric, and accessories. B. Excavation for post bases; concrete foundation for posts and center drop. for gates. C. Manual gates and related.hardware. '^ 1.2 RELATED SECTIONS A. Section 03300- Cast- in- Place Concrete: Concrete anchorage for posts. 1.3 REFERENCES A. ASTM,A120 - Pipe, Steel, Black and Hot -Dipped Zinc Coated (Galvanized) Welded and Seamless, for Ordinary Uses. B. ASTM'A153 - Zinc Coating (Hot -Dip) on Iron and Steel Hardware. r., C. ASTM A428 - Weight of Coating on Aluminum -Coated Iron or Steel Articles. D. ASTM A569 - Steel, Carbon (0.15 Maximum Percent), Hot -Rolled Sheet and Strip Commercial Quality. ~" E. PS 58 - Basic Hardboard. F. AWPA - C2: Standard Preservative Treatment of Lumber. G. ASTM C94 - Ready -Mixed Concrete. H. FS RR-F-191 - Fencing, Wire and Post Metal (and Gates and Accessories). 1.4 SYSTEM DESCRIPTION A. Fence Height: 6 feet nominal. B. Line Post Spacing: At intervals not exceeding 8 feet. 1.5 SUBMITTALS A. Submit under provisions of Section 01340. CHAIN LINK FENCES AND GATES 02831 - 1 B. Shop Drawings: Indicate plan layout, spacing of components, post foundation dimensions, hardware anchorage, and schedule of components. C. Product Data: Provide data on fabric, posts, accessories, fittings and hardware. 1.6 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01700. B. Accurately record actual locations of property perimeter posts relative to property lines and easements. 1.7 QUALITY ASSURANCE A. Perform Work in accordance with FS RR-F-191, 1.8 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum three years documented experience . 1.9 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on shop drawings. PART 2 PRODUCTS 2.1 MATERIALS A. Framing (Steel): ASTM A120; Schedule 40 steel pipe, standard weight, one piece without joints. B. Pickets shall be Western Red Cedar 1 x 4 Clear.. C. Wood Rails shall be 2 x.4 Western Red Cedar. D. Nails shall be galvanized, ring shank type. E. All brackets and bolts shall be heavy duty design from chain link fencing system. F. Concrete: Type specified in Section 03300. 2.2 COMPONENTS A. Line Posts: 2 inch diameter. B. Corner and Terminal Posts: 2 inch CHAIN LINK FENCES AND GATES 02831 - 2 C. Gate Posts: 3.5 inch diameter. D. Top and Brace Rail: 2 x 4. E. Gate Frame: 2 x 4 2.3 ACCESSORIES A. Caps Cast steel galvanized sized to post diameter, set screw retainer. B. Gate Hardware: Latch with spring/gravity drop, two 180 degree gate hinges per leaf and hardware for padlock. 2.4 FINISHES A. Components: Galvanized to ANSI/ASTM A123; 1.8 oz/sq ft. r. B. Hardware: Galvanized to ASTM A153, 1.8 oz/sq ft.coating. C. Accessories: Same finish as framing. PART 3 EXECUTION .-� 3.1 INSTALLATION A. Install framework, accessories and gates in accordance with ANSI/ASTM F567. B. Set intermediate posts plumb, in concrete footings with top of footing 2 inches above finish grade. Slope top of concrete for water runoff. C. Line Post Footing Depth Below Finish Grade: 3 feet. D. Corner, Gate and Terminal Post Footing Depth Below Finish Grade: 3 feet., E. Install center and bottom brace rail on corner gate leaves. F. Do not swing gate from building wall; provide gate posts. G. Install gate to match fence. Install three hinges per leaf, latch, catches, and retainer. 3.2 ERECTION TOLERANCES A. Maximum Variation From Plumb: 1/4 inch. .o. B. Maximum Offset From True Position: 1 inch. CHAIN LINK FENCES AND GATES 02831 - 3 C.. Components shall not infringe adjacent property lines. D. New fence is not to damage existing mow strip. END OF SECTION CHAIN LINK FENCES AND GATES 02831 - 4 SECTION 03300 CAST -IN -PLACE CONCRETE PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements apply to the work of this section. 1.2 WORK INCLUDED A. Miscellaneous Cast -in -place concrete. B. Control, expansion and contraction joint devices associated with concrete work. 1.3 RELATED WORK - A. Section 07900 - Joint Sealers. B.' Division 15 - Mechanical items for casting into concrete. C. Division 16 - Electrical items for casting into concrete. 1.4 REFERENCES A. ACI 301 - Structural Concrete for Buildings. B. ACI 302 - Guide for Concrete Floor and Slab Construction. C. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete. D. ACI 305R - Hot Weather Concreting. E. ACI 306R - Cold Weather Concreting. F. ACI 308 - Standard Practice for Curing Concrete. G. ACI 318 Building Code Requirements for Reinforced Concrete. H. ANSI/ASTM D1751 - Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types). I. ASTM C33 - Concrete Aggregates. J. ASTM C94 - Ready -Mixed Concrete. �. CAST -IN -PLACE CONCRETE 03300 - 1 K. ASTM C150 Portland Cement. L. ASTM C260 - Air Entraining Admixtures for Concrete. M. ASTM C330 - Light Weight Aggregates For Structural Concrete. N. ASTM C494 - Chemicals Admixtures for Concrete. 0. ASTM C618 - Fly Ash and Raw or Calcinated Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete. 1.5 QUALITY ASSURANCE A. Perform Work in accordance with ACI 301. B. Acquire cement and aggregate from same source for all work. C. Conform to ACI 305R when concreting during hot weather. D. Conform to ACI 306R when concreting during cold weather. 1.6 COORDINATION A. Coordinate the placement of joint devices with erection of concrete formwork and placement of form accessories. PART 2 PRODUCTS 2J CONCRETE MATERIALS A. Cement: ASTM C150, Type I - Normal. B. Fine and Coarse Aggregates: ASTM C33. C. Water: Clean and not detrimental to concrete. D. Glass Fiber Reinforcement: ASTM C948. 2.2 ADMIXTURES A. Air Entrainment: ASTM C260. B. Chemical ASTM C494, Type A - Water Reducing Type B -Retarding Type C - Accelerating Type D - Water Reducing and Retarding Type E- Water Reducing and Accelerating Type F - Water Reducing, High Range Type G - Water Reducing, High Range and Retarding admixture; as.required to facilitate field conditions. C. Fly Ash: ASTM C618. CAST -IN -PLACE CONCRETE 03300 - 2 2.3 ACCESSORIES A. Bonding Agent. 2.4 JOINT DEVICES AND FILLER MATERIALS A. Joint Filler: ASTM D1751; Asphalt impregnated fiberboard or felt, 1/2 inch thick. .- B. Construction Joint Devices: Integral galvanized steel extruded plastic; 18 gage thick, formed to tongue and groove profile, with removable top strip exposing sealant trough, knockout holes spaced at 6..inches, ribbed steel spikes with tongue to fit top screed edge. C. Sealant and Primer: As specified in Section 07900. 2.5 CONCRETE MIX A. Mix concrete in accordance with ACI 304. Deliver concrete in r„ accordance with ASTM C94. B. Select proportions for normal weight concrete in accordance with ACI•301 Method 1 Method 2 Method 3. C. Provide concrete to the following criteria: 1. Compressive Strength (7 days): 2200 psi 2. Compressive Strength (28 days): 3000 psi. 3. Slump: 3 to 5 inches. D. Use accelerating admixtures in cold weather only when approved by Architect/Engineer. Use of admixtures will not relax cold weather placement requirements. ^" E. Use of calcium chloride is not permitted. F. Use set retarding admixtures during hot weather only when approved by Architect/Engineer. G. Add air entraining agent to normal weight concrete mix for work exposed to exterior. PART 3 EXECUTION 3.1 EXAMINATION r-. A. Verify site conditions under provisions of Division 1. B. Verify requirements for concrete cover over reinforcement. CAST -IN -PLACE CONCRETE 03300 - 3 C. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. 3.2 PREPARATION A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions. B. In locations where new concrete is dowelled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non -shrink grout. 3.3 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Not-fy Architect/Engineer minimum 24 hours prior to commencement of operations. C. Ensure reinforcement, inserts, embedded parts, formed joint fillers are -not disturbed during concrete placement., D. Separate slabs on grade from vertical surfaces with 1/2 inch thick joint filler. E. Extend joint filler from bottom of slab to within 1/8 inch of finished slab surface.. Conform to Section 07900 for finish joint sealer requirements. F. Install joint devices in accordance with manufacturer's instructions. G. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken. H. Place concrete continuously between predetermined expansion, control, and construction joints. I. Do not interrupt successive placement; do not permit cold joints to occur. J. Screed floors and slabs on grade- level, maintaining surface flatness of maximum 1/4 inch in 10 ft. 3.4 CONCRETE FINISHING .A. Provide formed concrete surfaces to be left exposed with smooth rubbed finish. B. Finish concrete floor surfaces in accordance with ACI 301. CAST -IN -PLACE CONCRETE 1 03300 - 4 C. Steel trowel surfaces which will receive carpeting resilient flooring thin set ceramic tile. D. Steel trowel surfaces which are scheduled to be exposed. E. In areas with floor drains, maintain floor elevation at walls; pitch surfaces uniformly to drains at 1/4 inch per foot nominal. 3.6 CURING AND PROTECTION A. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and .- hardening of concrete. C. Cure floor surfaces in accordance with Manufacturer's instructions for membrane forming curing compound. 3.7 FIELD QUALITY CONTROL A. Field inspection and testing will be performed in accordance with ACI 301 and under provisions of Division 1. B. Provide free access to Work and cooperate with appointed firm. C. Tests of cement and aggregates may be performed to ensure conformance with specified requirements. D. Three concrete test cylinders will be taken for every 75 or less .cu yds. E. One additional test cylinder will be taken during cold weather concreting, cured on job site under same conditions as concrete it represents. F. One slump test will be taken for each set of test cylinders taken. 3.8 PATCHING °A. Allow Architect/Engineer to inspect concrete surfaces immediately upon removal of forms. B. Excessive :honeycomb or embedded debris in concrete is not acceptable. Notify Architect/Engineer upon discovery. C. Patch imperfections as directed. CAST=IN-PLACE CONCRETE 03300 - 5 3.9 DEFECTIVE CONCRETE A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete will be determined by the Architect/Engineer. C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Architect/Engineer for each individual area. 3.10 SCHEDULE - CONCRETE TYPES AND FINISHES .A. Foundation Walls: 3,000 psi 28 day concrete, form finish with honeycomb filled and smooth rubbed surface. B. Floors: 3000 psi 28 day concrete, troweled finish. At exposed floors provide hardener/sealer. C. Exterior slab -on -grade: 3000 psi 28 day concrete, troweled and light broom finish and reinforced with glass fiber reinforcement. END OF SECTION CAST -IN -PLACE CONCRETE 03300 - 6 SECTION 04200 UNIT MASONRY PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 General Requirements apply to the work specified in this section. 1.2 WORK INCLUDED A. Exterior facing brick.. B. Form control joints. C. Buil,ding-in items supplied by other trades. D. Installation of cavity wall.insulation. E. Cut'Jand fit for items furnished and installed by other trades. 1.3 RELATED WORK A. Section 03300 - Concrete. B. Section 05500 - Metal Fabrication: Items to be built into unit masonry. C. Section 06100 - Rough Carpentry. D. Section 07210 - Building Insulation. E. Section 07920 - Caulking and Sealants. F. Section 08210 - Wood Doors, Hollow Metal Frames, Hardware. G. Section 08512 - Sheet Steel Windows. 1.4 QUALITY ASSURANCE A. All new material shall match existing in every possible condition. If new material can not match, architect will select material for use. 1.5 REFERENCE STANDARDS A. ASTM C 150 Portland Cement. B. ASTM C 207 Hydrated Lime for Masonry Purposes. UNIT MASONRY 04200 - 1 C. ASTM C 216 Facing Brick. D. ASTM C 270 Specifications for Mortar for Unit Masonry. E. ASTM C 476 Specification for Grout for Masonry. F. ASTM A 82 Cold -Drawn Steel Wire - Plain for Reinforcement. 1.6 SUBMITTALS A. Submit product.data for masonry units, cementitious products for mortar and grout, coloring pigments, and masonry accessories. Submit samples of exposed masonry units. B. Certificates of Compliance: Manufacturer's certification that masonry units furnished meet or exceed requirements of this section. C. Test Reports: Certify that concrete masonry units and mortar mix proposed conform to the following: 1. Concrete Masonry Units: ASTM C140 and 6426. 2. Mortar: ASTM C270. 3. Temperature: No masonry work shall be conducted when the ambient temperature is below 50°F. 1.7 DELIVERY, STORAGE AND HANDLING A. Store materials off ground and protected from wetting by capillary action, rain or snow and protected from mud, dust or other material and contaminants likely to cause staining or defects. B. Handle masonry materials carefully to avoid chipping, breakage, contact with soil or contaminating material. 1.8 PROJECT CONDITIONS A. Hot Weather Requirements 1. Protect all masonry construction from direct exposure to wind and sun for 48 hours after erection when ambient air temperature exceeds 99 degrees F., and, when shaded, with relative humidity less than 50%.' 2. Provide suitable coverings or barriers to deflect direct sunlight and wind. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Face Brick 1. Featherlite Building Products 2. Acme. Brick 3. Elgin -Butler Brick UNIT MASONRY 04200 - 2 4. Henderson Clay Products B. Other manufacturers may be approved per Section 01630. 2.2 MATERIALS A. Face Brick 1. Size:. Unless otherwise indicated, provide bricks manufactured to the following actual dimensions. a. Standard Modular: 2-1/4" x 3-5/8" x 7-5/8" or as required . to match existing brick dimensions. . b. Special Shapes: Provide where necessary for lintels, corners, jambs, sash, control joints, headers, bonding and other special conditions. 2. For applications resulting in exposure of brick surfaces which otherwise would be concealed from view, provide uncored or unfrogged units with all exposed surfaces finished. 3. Facing Brick: ASTM C 216, and as follows: a. Type of Grade: SW b. Type: Type FBS (normal size and color variations). c. Application: Use where brick is exposed, unless otherwise indicated. d. Texture and Color: Color and texture are to match existing adjacent brick where ever possible. Architect will give final approval if new matches existing or substitution is allowed. B. MORTAR 1. Mortar mixes: Conform to ASTM C 270, and the following: a. Type "S" Mortar, for all masonry. One part Portland cement, 1/4 to 1/2 part hydrated.lime, 2-3/4 to 4-1/2 parts damp, loose sand or 1/2 part Portland Cement, 1 part masonry cement, 3-3/8 to 4-1/2 parts damp, loose sand. 2. Portland Cement: ASTM C 150, Type 1, one sack 94# net, considered one cubic foot. 3. Masonry Cement: ASTM C 91 furnished in sacks containing one cubic foot each, marked with the weight. One sack considered one cubic foot. Exterior masonry cement shall contain integral waterproofing. Masonry cement shall be manufactured by Atlas, Lehigh, Lonestar, Trinity or an approved equal. 4. Sand: (Fine Aggregate) 80# damp, considered one cubic foot ASTM C 144 of acceptable color graded within the following limits: SIEVE NO. PERCENT OF SAND RETAINED Max. (By Weight) Min. 4 0 0 8 5 0 16 40 0 30 65 30 50 85 65 100 98 85 UNIT MASONRY 04200 - 3 r- 5. Water: Clean and free from injurious amounts of oil acids, soluble salts and organic impurities. 6. Colors shall match existing or as selected by Architect. 7. Do not lower the freezing point.of mortar by use of admixtures or antifreeze agents. 8. Do not use calcium chloride in mortar or grout. C. JOINT REINFORCEMENT, TIES AND ANCHORING DEVICES 1. Zinc -Coated Wire: ASTM A 82 for uncoated wire, ASTM A 641, Class 3 for zinc coating. 2. Miscellaneous Masonry Anchors: Fabricated from 16-gage steel sheet or 3/8" steel rod, 1.5 oz. hot -dip zinc coating after fabrication. D. FLASHINGS FOR MASONRY 1. Provide concealed flashings, shown to be built into masonry. 2. Provide concealed.flashings as follows: a. Asphalt -Coated Copper: Copper coated both sides with flexible fabricated asphalt. b. Fabricate with 3 oz. copper, unless otherwise indicated, as produced by AFCO Flashings or Equal. E. MISCELLANEOUS MASONRY ACCESSORIES 1. Metal Expansion Joint Strips: Provide the following formed to the shape shown. a. Bond Breaker Strips: 30-lb. asphalt roofing felt complying with ASTM D 226, or 30-lb., coal -tar roofing felt complying with ASTM D 227. b. Premolded Control Joint Strips: Solid rubber strips with a Shore A durometer hardness of 60 to 80, designed to fit standard sash block and maintain lateral stability in masonry wall, size and configuration as indicated. PART 3 EXECUTION 3.1 INSPECTION A. Examine other construction which is to support or interface with masonry work for conditions that would prevent proper installation of masonry. B. Where footings and shelves are not sound or level, where anchorage ,devices have not been installed, where interfaces exist, or where there are other conditions unsuitable for proper installation of masonry, do not start masonry work until other construction has been corrected. 3.2 INSTALLATION A. Install masonry units in bond pattern indicated, or if, none is indicated in running bond. UNIT MASONRY 04200 - 4 9 B. Cut exposed masonry units, where necessary with a power saw. 1. Avoid the use (by proper layout) of less than -half-size units. C. Wet brick prior to laying. D. Hold uniform joint sizes, 3/8", unless otherwise indicated, hold joint sizes to suit modular size of masonry units. E. Cut joints flush and tool slightly concave to match existing joints, unless otherwise indicated. F. Keep cavities clean of mortar droppings, and other materials during construction. G. Build other work into the masonry work as shown, fitting masonry units around other work, and grouting for secure anchorage. H. Protect newly laid masonry from exposure to precipitation, excessive drying, freezing, soiling, backfill and other harmful elements. I. At e.d of each day's work, use a medium soft dry nylon brush to clean -masonry work. J. Weep`Ho'les: 1. Provide weep holes in head joints in same course of masonry bedded in the flashing mortar. 2. Provide weep holes spaced 24" apart at the bottom of (and at edges in) cavities. K. Anchoring Masonry Work: 1. Provide anchoring devices of the type shown as specified. If not shown or specified, provide standard type for facing and back-up involved. 2. Anchor masonry to structural members where masonry abuts or faces such members to comply with the following: a. Provide an open space not less than 1" in width between masonry and structural member, unless otherwise shown. Keep open space free of mortar or other rigid materials. b. Anchor masonry to structural members with metal ties embedded in masonry joints and attached to structure. Provide anchors: with flexible tie sections and metal compatibility unless otherwise indicated. C. Space anchors as shown, but not 'more than 16" o.c. horizontally. d. Bond intersecting walls with masonry units or provide anchors spaced 16" o.c. 3.3 FINAL CLEANING After mortar is thoroughly set and cured, clean masonry as follows: A. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. UNIT MASONRY 04200 - 5 B. Test cleaning methods on sample panels beforeproceeding with cleaning of entire.masonry work. C. Clean brick masonry by bucket and brush hand cleaning method described in BIA "Technical Note No. 20 Revised" using the following cleaner: 1. Acidic cleaner approved by unit masonry manufacturer. D. Clean accessories of all excess mortar. 3.4 PROTECTION A. Maintain protective boards at exposed external corners which may be damaged by construction activities. Provide such protection without damaging completed work. B. Keep expansion joint voids clear of mortar. C. Provide temporary bracing during erection of masonry work. Maintain in place until building structure provides permanent bracing. D. At end of each day or shutdown period, protect all exposed walls by covering with a strong waterproof membrane, extending at least two feet down -each side of wall and secured in place: END OF SECTION UNIT MASONRY 04200 - 6 SECTION 05500 METAL FABRICATIONS PART 1 GENERAL 1.1 .RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements, apply to work of this Section. 1.2 SECTION INCLUDES A. Shop fabricated ferrous metal items, prime painted. 1.3 RELATED.SECTIONS A. Section 09900 - Painting: Paint finish. 1.4 REFERENCES A. ASTM''A36 — Structural Steel. B. ASTM A283 - Carbon Steel Plates, Shapes, and Bars. C. ASTM A307 - Carbon Steel Externally Threaded Standard Fasteners. D. AWS A2.0 - Standard Welding Symbols. E. AWS D1.1 - Structural Welding Code. 1.5 SUBMITTALS A. Submit under provisions of Section 01340. B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable. C. Indicate welded connections using standard AWS A2.0 welding symbols. Indicate net weld lengths. 1.6 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on shop drawings. 1.7 SEQUENCING A. Inserts and Anchorage: Furnish inserts and anchoring devices which METAL FABRICATIONS 05500 - 1 must be set in concrete for installation of miscellaneous metal work. Provide setting drawings, templates, instructions and directions for installation of anchorage devices. Coordinate delivery with other work to avoid delay. PART 2 PRODUCTS 2.1 MATERIALS A. Steel Sections: ASTM A36. B. Plates: ASTM A283. C. Bolts, Nuts, and Washers: ASTM A325 D. Welding Materials: AWS D1.1; type required for materials being welded. E. Shop .and Touch -Up Primer: SSPC 15, Type 1, red oxide. 2.2 FABRICATION A. Fit,'and shop assemble in largest practical sections, for delivery to site. B. Fabricate items.with.joints tightly fitted and secured. C. Seal joined members by intermittent welds. D. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight; flush, and hairline. Ease exposed edges to small uniform radius. E. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of component, except -where specifically noted otherwise. F. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except wherespecifically noted otherwise. 2.3 FINISHES A. Prepare surfaces to be primed in accordance with SSPC SP 2. B. Do not prime surfaces in direct contact with concrete or where field welding is required. C. Prime paint items with one coat. METAL FABRICATIONS 05500 - 2 PART 3 EXECUTION 3.1 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. B. Beginning of installation means erector accepts existing conditions.. 3.2 PREPARATION A. Clean and strip primed steel items to. bare metal where site welding is required. B. Supply items required to be cast into concrete or embedded in masonry with setting templates, to appropriate sections. 3.3 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. C. Obtain Architect/Engineer approval prior to site cutting or making adjustments not scheduled. 3.4 ERECTION TOLERANCES A. Maximum Offset From True Alignment: 1/4 inch per 10 feet. 3.5 SCHEDULE A. Refer to Drawing details for items. END OF SECTION METAL FABRICATIONS 05500 - 3 SECTION 06100 ROUGH CARPENTRY PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements, apply to work of this Section. 1.2 WORK INCLUDED A. Wood nailers and grounds for rough bucks. B. Wood blocking for. toilet accessories and other factors and equipment. 1.3 RELATED WORK A. Section 06400: Architectural Woodwork. B. Section 15000 Plumbing Fixtures. 1.4 REFERENCES A. PS 1 - Construction and Industrial Plywood B. PS 20 American Softwood Lumber. Standard C. AWPA-C2: Standard Preservative Treatment of Lumber D. AWPA-C9: Standard Preservative Treatment of Plywood 1.5 QUALITY ASSURANCE A. Rough Carpentry Lumber: Visible grade stamp, of agency certified by National Forest Products Association (NFPA). 1.6.- SUBMITTALS A. Submit preserver's certification of compliance withspecified standards in accordance with Section 01340. 1.7 DELIVERY, -STORAGE, AND HANDLING A. Protect items from weather while in transit. B. Store lumber in stacks with provision for air circulation. ROUGH'CARPENTRY 06100 1 C. Protect bottom of stacks from contact with damp surfaces. ... D. Protect exposed materials from weather. 1.8 SEQUENCING A. Coordinate location of nailers, blocking, grounds and similar supports so that attached work will comply with design requirements. PART 2 PRODUCTS:' 2.1 ROUGH CARPENTRY MATERIALS A. Lumber: PS 20, S4S; graded in accordance with established Grading rules; maximum moisture content of 19 percent; of following species and -grades: 1.```-Non-structural Light Framing: No. 1 kiln dried structural ..,grade.. B. Douglas Fir Plywood: Select sheathing grade, APA rated exterior C-C. C. Softwood Plywood: PS 1; select sheathing grade, APA rated exterior ,.... C - C . D. Nails, Spikes and Staples: Galvanized for exterior locations, high humidity locations and treated wood; plain finish for other interior locations; size and type to suit application. E. Bolts, Nuts, Washers, Lags, Pins and Screws:. Medium carbon steel; sized to suit application galvanized for exterior locations, high humidity locations and treated wood; plain finish for other interior locations. F. Fasteners:. Toggle bolt type for anchorage to hollow masonry. Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolts or power activated type for anchorage to steel. 2.2 WOOD TREATMENT A. Preservative pressure treat lumber and plywood with water -borne preservatives to comply with AWPA C2 and C9, respectively, and with requirements indicated below: 1. Wood for ground contact use: AWPB LP-22 2. Wood for above -ground use: AWPB LP-2 3. Treat sills, sleepers, blocking, furring, stripping and similar items in direct contact with masonry or. concrete ROUGH CARPENTRY 06100 - 2 2.3 -FABRICATION A. WOOD TREATMENT 1. Shop pressure treat and deliver to site ready for installation, wood materials requiring pressure impregnated preservatives. Provide identification on treated materials. 2. Brush apply two coats of preservative treatment on wood in contact with cementitious materials roofing and related metal flashings. Apply preservative treatment in accordance with manufacturer's recommendations. Ensure that site -sawn ends are similarly treated. Allow preservative to cure prior to erecting members. PART 3 EXECUTION 3.1 Set carpentry work to required levels and lines, with members plumb and true. 3.2 Accuratel'y cut and fit members. 3.3 Securely attach carpentry work to substrates by anchoring and fastening as showw or as required by standards. 3.4 Install"fasteners without splitting of wood; predrill as required. 3.5 Place sheathing with end joints staggered. Secure sheets over firm bearing. Maintain minimum 1/16 inch and maximum 1/8 inch spacing between joints of sheets. Place perpendicular to framing members. END OF SECTION ROUGH CARPENTRY 06100 - 3 SECTION 06400 -ARCHITECTURAL MILLWORK PART 1 GENERAL 1.1 RELATED DOCUMENTS .w A. The Drawings, General Provisions including General Conditions, Supplementary .General Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 WORK INCLUDED A. Special fabricated units. B. Countertops. C. Prepared for site finishing. 1.3 RELATED WORK A. Section 06100 - Rough Carpentry: Grounds and support framing. B. Section 08700 - Hardware: Cabinet hardware. C. Section 09900 - Painting: Finishing cabinet exterior and interior; transparent finish. D. Section 15000 - Plumbing Systems. 1.4 REFERENCES A. FS MM-L-736 - Lumber, Hardwood. B. FS MMM-A-130 - Adhesive, Contact. C. NEMA LD3 - High Pressure Decorative Laminates. D. PS 1 - Construction and Industrial Plywood. E. PS 20 - American Softwood Lumber Standard. F. PS 51 - Hardwood and Decorative Plywood. G. PS 58 = Basic Hardboard. 1.5 QUALITY ASSURANCE A. Perform work to custom quality in accordance with "Quality Standards" of the Architectural Woodwork Institute (AWI). ARCHITECTURAL MILLWORK 06400 - 1 0 1.6 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01340. B. Include materials, component profiles, fastening methods, assembly methods, joint details, accessory listings, and schedule of finishes. C. Submit samples under provisions of Section 01340. PART 2 PRODUCTS 2.1 SHEET MATERIALS A. Softwood Plywood: PS 1; graded in accordance with AWI; core material of particleboard; species and cut as follows: B. Hardwood Plywood: PS 51; graded in accordance with AWI; core material of particleboard; type of glue recommended for application; face veneer and cut as follows: ITEM FACE SPECIES CUT Door and Drawer Fronts Red Oak Rotary 2.2 ACCEPTABLE LAMINATE MANUFACTURERS A. Wilson Art Manufacturing. B. Formica. C. Nevamar. D. Substitutions: Under provisions of Section 01600. 2.3 LAMINATE MATERIALS A. Plastic Laminate: NEMA LD 3, GP-50 general purpose type; color as selected. 2.4 ACCESSORIES A. Adhesive: FS MMM-A-130. Type recommended by laminate manufacturer to suit application. B. Fasteners: Size and type to suit application. C. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application. ARCHITECTURAL MILLWORK 06400 - 2 2.5 HARDWARE .� A. Drawer and Door Pulls: Match existing. B. Catches: Stanley no. SP46 US26D. C. Hinges: Match existing. D. Locks: Best 5L Series. r- 2.6 FABRICATION A. Shop assemble casework for delivery to site in units easily handled and to permit passage through building openings. B. Fit shelves, doors, and exposed edges with 3/8 inch matching. ^— hardwood edging. Use full length pieces only. C. Door and Drawer Fronts: 3/4 inch thick. D. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting. E. Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Make corners and joints hairline. Slightly bevel arrises. F. Cap exposed plastic laminate edges with material of same finish and pattern. G. Provide cutouts for plumbing fixtures, inserts, appliances, outlet boxes, and other fixtures and fittings. Verify locations of cutouts from on -site dimensions. Seal contact surfaces of cut edges. PART 3 EXECUTION 3.1 INSPECTION A. Verify adequacy of backing and support framing. 3.2 `'' INSTALLATION A. Setand secure casework in place rigid, plumb, and.level. B. Use purpose designed fixture attachments at concealed locations for wall mounted components. C. Carefully scribe casework which is against other building materials, leaving gaps of 1/32 inch maximum. Do not use additional overlay trim for this purpose. ARCHITECTURAL MILLWORK 06400 - 3 D. Secure cabinet and counter bases to floor using appropriate angles and anchorages. E. Counter -sink anchorage devices at exposed locations used to wall mount components, and conceal with solid plugs of species to match surrounding wood. Finish flush with surrounding surfaces. 3.3 ADJUSTING AND CLEANING A. Adjust doors, drawers, hardware, fixtures and other moving or operating parts to function smoothly and correctly. B. Clean casework, counters, shelves, hardware, fittings and fixtures. END OF SECTION 06400 - 4 SECTION 07210 BUILDING INSULATION PART 1 GENERAL 1.1 RELATED DOCUMENTS }-- A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Batt insulation and vapor barrier.in exterior wall construction. 1.3 RELATED:SECTIONS A. Sec�.on 09250 - Gypsum Drywall Construction: 'Supportive construction. 1.4 REFERENCES A. FS TRH-I-521 - Insulation Blankets, Thermal, Mineral Fiber for Ambient Temperatures. B. Surface Burning Characteristics: ASTM E84. C. Fire Resistance Ratings: ASTM E119. D. Combustion Characteristics: ASTM E136. 1.5 SUBMITTALS A. Submit under provisions of Section 01340, B. Product Data: Provide data on product characteristics, performance criteria, limitations. C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. -- 1.6 DELIVERY, STORAGE AND HANDLING A. Protect insulations from physical damage and from becoming wet or soiled. Comply with manufacturer's recommendations for handling, storage and protection. BUILDING INSULATION 07210 - 1 PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS - INSULATION MATERIALS A. Owens/Corning Corporation B. CertainTeed C. Substitutions: Under provisions of Section 01600 2.2 MATERIALS A. Insulation 1. Walls a. Type: Batt Insulation. 1) Conformance: FS HH-I-521 Type I - without membranes glass fiber batt. 2) Thermal Resistance R of 11 & 19 or as shown on drawings. 3) Size: To fit framing spacing. 4) Facing: Kraft faced. PART 3 EXECUTION' 3.1 EXAMINATION A. Verify that substrate, adjacent materials, and insulation are dry and ready to receive insulation. 3.2 INSTALLATION A. Install insulation in accordance with insulation manufacturer's instructions. B. Install in wall spaces without gaps or voids.. C. Trim insulation neatly to fit spaces. D. Fit insulation tight in spaces and tight toexterior side of mechanical and electrical services within the plane of insulation. Leave no gaps or.voids. E. Tape seal butt ends, lapped flanges, and tears or cuts. in membrane. F. If friction fit will not hold insulation in place, mechanical fasteners will be required. END OF SECTION BUILDING INSULATION 07210 - 2 SECTION 07600 FLASHING AND SHEET METAL PART 1 GENERAL 1.1 RELATED DOCUMENTS .., A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 General Requirements apply to the work of this Section. 1.2 WORK INCLUDED A. Flashing. 1.3 RELATED WORK A. Section 05500 - Metal Fabrications. B. Section 07920 Joint Sealers. 1.4 REFERENCES A. ASTM A525 - Steel Sheet, Zinc Coated, (Galvanized) by the Hot -Dip Process. B. FS SS.-C-153 - Cement, Bituminous, Plastic. C. NAAMM - Metal Finishes Handbook. D. SMACNA —Architectural Sheet Metal Manual. E. ASTM B 370 - Copper Sheet and Strip for Building Construction. F. CDA (Copper Development Association) - Contemporary Copper, a handbook on sheet copper fundamentals, design, details and specifications. '1.5 QUALITY ASSURANCE A. Applicator: Company specializing in sheet metal flashing and metal •-- panel work with 3 years minimum experience. 1.6 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01340 B. Describe material profile, jointing pattern, jointing details, fastening methods, and installation details. FLASHING AND SHEET METAL 07600 - 1 C. Submit manufacturer's installation instructions under provisions of Section 01340. 1.7 STORAGE AND HANDLING A. Store products under provisions of Section 01600. B. Stack preformed and prefinished material to prevent twisting, bending, or abrasion, and to provide ventilation. C. Prevent contact with materials during storage which may cause discoloration, staining, or damage. 1.8 WARRANTY A. Furnish written warranty for materials and workmanship for two year period from date of substantial completion. B. Warranty shall be signed by installer and Contractor. C. Furnish written 10-year manufacturer's warranty from, the date of substantial completion. PART 2 PRODUCTS 2.1 SHEET MATERIALS A. Pre -coated Galvanized Steel: ASTM A525, G90; 24 gage core steel, shop pre -coated with coating of white.. B. Galvanized Steel: ASTM A525, G90; 24 gage core steel.. C. Copper: ASTM.B370, 20 oz/sq. ft. thick finish. 2.2 ACCESSORIES A. Fastener: As recommended by the manufacturer with soft neoprene washers at exposed fasteners. Finish at exposed fasteners same as flashing metal. B. Metal Primer: As recommended by the.manufacturer. C. Protective Backing Paint: Bituminous. 15 mil coating, sulfur free; FS-TT-.C-404 or SSPC paint 12. D. Sealant: Type as specified in Section 07900. E. Bedding Compound: Polyisobutylene mastic as recommended. F. Plastic Cement: FS SS-C-153, Type I -asphaltic base cement. FLASHING AND SHEET METAL 07600 - 2 A. Form sections true to shape, accurate in size, square, and free from distortion or defects. B. Fabricate cleats and starter strips of 16 gage type sheet metals, size as required, interlockable with sheet. C. Form pieces in longest practical lengths. D. Hem exposed edges on underside 1/2 inch; miter and seam corners. E. Form material with flat seam. F. Fabricate corners from one piece with minimum 18 inch long legs; P- seam for rigidity, seal with sealant. G. Provide for thermal expansion of running sheet metal work, by ovel.aps of expansion joints in fabricated work. Where required for<,water-tight construction, provide, hooked flanges filled with polyisobutylene mastic for 1" embedment of -flanges. Space joints at .::intervals of not more than SO feet. Conceal expansion ^' provisions where possible. PART 3 EXECUTION 3.1 INSPECTION A. Beginning of installation means acceptance of existing conditions. 3.2 PREPARATION A. Field measure site conditions prior to fabricating work. B. Install starter and edge strips, and cleats before starting installation. C. Secure flashings in place using concealed fasteners. Use exposed fasteners only in locations approved by Architect/Engineer. D. Seam and seal all joints. E. Apply plastic cement compound between metal flashings and felt flashings. F. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles. G. Seal metal joints watertight. FLASHING AND SHEET METAL 07600 - 3 3.3 INSTALLATION A. Conform to drawing details included in AA, AISI, CDA, NAAMM, SMACNA and NRCA manual. B. All sheet metal shall be fabricated and installed to provide water and weathertight construction, set plumb, square and true in every respect. Sheet metal shall be set with lines and aligned sharp and true; plain surfaces shall be free of waves and buckles. Joints and seams in plain surfaces shall be avoided where possible. 3.4 ADJUSTING AND CLEANING A. Adjust all surfaces for complete and proper fit. B. Remove excess plastic cement, sealant materials and smears from adjacent surfaces and working surfaces as work progresses. C. On completion of work, recheck for spillage or droppings of plastic ceni or asphalt products. Remove with a cleaning agent approved by the Architect. D. Remove all debris resulting from these operations from the site. END OF SECTION FLASHING AND SHEET METAL 07600 - 4 SECTION 07920 CAULKING AND SEALANTS .PART 1 GENERAL 1.1 RELATED DOCUMENTS .• A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Preparing sealant substrate surfaces. B. Sealant and backing. 1.3 RELATED SECTIONS A. Section 04320 - Masonry Veneer System: Sealants used in conjunction with masonry. B. Section - 07600 - Flashing and Sheet Metal: Sealants used in conjunction with flashing and metal panels. C. Section 08210 - Wood Doors, Hollow Metal Frames, Hardware: ' Sealants used in conjunction with door frames. D. Section 08810 - Glazing: Sealants used in conjunction with glazing methods. '~ E. Section 09210 - Gypsum Plaster. F. Section 09250 - Gypsum Board Systems. G. Section 09510 - Acoustical Ceilings: Sealants used in conjunction with acoustical treatment. 1.4 REFERENCES A. ANSI/ASTM D1056 - Flexible Cellular Materials - Sponge or Expanded -- Rubber. B. ANSI/ASTM:D1565 - Flexible Cellular Materials - Vinyl Chloride Polymers and Copolymers (Open -Cell Foam). C. ASTM C790 - Use of Latex Sealing Compounds. D. ASTM C804 '- Use of Solvent -Release Type Sealants. �. CAULKING AND SEALANTS 07920 - 1 E. ASTM C834 - Latex Sealing Compounds. F. FS TT-C.-00598 — Caulking Compound, Oil and Resin Base Type. G. FS TT-S-001657 — Sealing Compound, Single Component, Butyl Rubber Based, solvent Release „Type. H. FS TT-S-00230 Sealing .Compound: Elastomeric Type, Single Component, I. FS TT-S-001543 - Sealing Compound, Silicone Rubber Base. 1.5 SUBMITTALS A. Submit product data and samples under provisions of Section 01340. B. Submit product data indicating sealant chemical characteristics, performance criteria,jimitations, and color availability. C. Subrrii:t two samples 4 x 12 inches in size illustrating colors selected. D. Submit manufacturer's installation instructions under provisions of Section 01340. E. Submit manufacturer's certificate under provisions of Section 01400 that products meet or exceed specified requirements. 1.6 QUALITY ASSURANCE A. Manufacturer: Company specializingin manufacturing the products specified in this Section with minimum three years documented experience. B. Applicator: Company specializing in applying the work of this Section with minimum three years documented experience. 1.7 ENVIRONMENTAL REQUIREMENTS A. Do not install solvent curing sealants in enclosed building spaces. B. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. 1.8 SEQUENCING AND SCHEDULING A. Coordinate the work of this Section with all Sections referencing this Section. CAULKING AND SEALANTS 07920 - 2 1.9 WARRANTY A. Provide three year warranty under provisions of Section 01700. B. Warranty: Include coverage of installed sealants and accessories which fail to achieve air tight and watertight seal, exhibit loss of adhesion or cohesion, or do not cure. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Pecora Chemical Corporation B. Sonneborn Building Products C. W.R. Grace and Company D. General Electrical Company E. Products Research and Chemical Corporation F. Goal Chemical G. Substitutions: In accordance with Section 01600. 2.2 MATERIALS A. Polysulfide (Type 1) 1. Two-part conforming to FS TT-S-00227E, Class A, Type I (Self - leveling) or Type 2 (nonsag) as recommended by manufacturer for application. 2: Color: As selected by Architect. 3. Acceptable products: a. Synthacalk GC-5, Pecora Corp. b. 350, PRC. C. Sonolastic, Sonneborn-Contech, Inc. B. Modified Polyurethane (Type 2) 1. Two or three-part conforming to FS TT-S-000227E, Class A, Type II. 2.:s Color: As selected by Architect. .— 3. Acceptable products: a. Dynatrol II, Pecora b... NP.2, Sonneborn-Contech, Inc. c." Dymeric, Tremco. C. Polyurethane (Type 3) 1. One -part conforming to FS TT-S-000230C, Class A, Type II. 2. Color: As selected by Architect. 3. Acceptable products: CAULKING AND SEALANTS 07920 - 3 a No. 6000, PRC. b. NPI, Sonneborn-Contech. C. Dymonic, Tremco. D. Silicon (Type 4) 1. One part rubber based.silicone conforming to FS TT-S-001543, Class A, Type I. 2. Color: Custom color as selected by Architect. 3. Acceptable products: a..790 Building Sealant, Dow Corning. b. Silproof, General Electric. c.. Proglaze, Tremco E. Nondrying, Nonskinning (Type 5) 1. One -part sealing compound. 2. Acceptable products: a. GC-55, Noncuying, Goal Chemical. b. BR-96, Pecora. c.. Curtain Wall Sealant, Tremco. 2.3 •ACCESSORIES A. Primer: Non -staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Backing: ANSI/ASTM D1056; D1565; round, closed cell polyethylene or Polyurethane foam rod; oversized 30 to 50 percent larger than joint width. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. E. Sealant Tape: 1. Compressible adhesive -cohesive tape of cross -linked butyl poly- isobutylene rubber that accommodates variations and movement, sized as necessary to allow for joint movement of ± 25%. 2. Acceptable product: PTI 606, Protective Treatments, Inc. PART 3 ""EXECUTION 3.1 EXAMINATION A. Verify that surfaces and joint openings are ready to receive work and field measurements are shown on Drawings and recommended by the manufacturer. B. Beginning of installation means installer accepts existing substrate. CAULKING AND SEALANTS 07920 - 4 "sue 3.2 PREPARATION A. Clean and prime joints in accordance with manufacturer's instructions. B. Remove loose materials and foreign matter which might impair adhesion of sealant. C. Verify that joint backing and release tapes are compatible with sealant. D. Perform preparation in accordance with ASTM C804 for solvent ^" release and C790 for latex base sealants. E. Protect elements surrounding the work of this Section from damage or disfiguration. 3.3 INSTALLATION A. Install sealant in accordance with manufacturer's instructions. B. Measure joint dimensions and size materials to achieve required width/depth ratios C. Install joint backing to achieve a neck dimension no greater than 1/3 the joint width. D. Install bond breaker where joint backing is not used. E. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. G. Tool joints concave. 3.4 CLEANING AND REPAIRING A. Clean work under provisions of Section 01700. B. Clean adjacent soiled surfaces. C. Repair or replace defaced or disfigured finishes caused by work of this Section. 3.5 PROTECTION OF FINISHED WORK A. Protect finished installation under provisions of Section 01500. B. Protect sealants until cured. CAULKING AND SEALANTS 07920 - 5 3.6 SCHEDULE A. Interior and Exterior Joints Subject to Movement but Not Including Traffic: Type 1, 2, 3 or 4 at Contractor's option and as recommended by manufacturer for joint condition and sealant color. B. Unexposed Window Joints: Type 5. END OF SECTION CAULKING AND SEALANTS 07920 - 6 SECTION 08111 ,.. HOLLOW METAL DOORS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements, apply to work of this Section. 1.2 WORK INCLUDED A. Custom fabricated rated and non -rated steel doors. 1.3. RELATED WORK A. Section 08210 - Wood Doors, Hollow Metal Frames, Hardware. B. Section 08700 - Finish Hardware. C. Section 09900 - Painting. 1.4 REFERENCES A. ASTM A569 - Steel, Carbon, Hot -Rolled Sheet and Strip, Commercial Quality. B. ASTM A591 - Steel Sheet, Cold -Rolled, Electrolytic Zinc Coated. C. NFPA 80 - Fire Doors and Windows.. D. NFPA 252 - Fire Tests for Door Assemblies. E. SDI-100 - Standard Steel Doors and Frames. 1.5 QUALITY ASSURANCE A. Conform to requirements of SDI-100. B. Fire rated frame construction to conform to NFPA 252. C. Installed frame and door assembly to conform to NFPA 80 for fire rated class indicated on drawings. 1.6' SHOP DRAWINGS AND PRODUCT DATA A. Submit shop drawings and product data under provisions of Section 01340. HOLLOW METAL DOORS 08111 - 1 B. Indicate door configuration, jointing methods, and location of cutouts for hardware, reinforcement, and finish. C. Submit manufacturer's installation instructions under provisions of Section 01340. 1.7 DELIVERY, STORAGE AND PROTECTION A. Protect products under provisions of Section 01600. B. Protect doors with resilient packaging. 1.8 WARRANTY A. Provide five year manufacturer's warranty under provisions of Section 01700. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS. A. Republic Builders Products Corporation / Substitute Republic Steel. B. Ceco Corporation. C. Tex -Steel Corporation. D. Substitutions: Under provisions of Section 01600. 2.2 DOORS A. Materials and Fabrication: SDI-100 except as amended in this Section,'16 gage. B. Types: Type II Heavy duty 1-3/4 inch, style.2. C. Material: 16 gage steel. 2.3 FIRE RATED DOORS A. Fabricate fire rated hollow metal doors of materials in accordance with requirements of Underwriters' Laboratories (UL). Place UL labels where visible when in installed position. Refer to drawings for class requirements. B. Install butts on labeled doors .prior to delivery. Install in accordance with UL requirements. HOLLOW METAL DOORS 08111 - 2 2.4 FABRICATION A. Mechanically interlock longitudinal seams of honeycomb core type doors. Leave seams invisible, or weld fill and grind smooth. B. Reinforce and prepare doors to receive hardware. Refer to Section 08700 for hardware requirements. C. Provide astragals for double doors, where removable center mullions are not provided. D. Fill surface depressions with metallic paste filler and grind to smog h uniform finish. PART 3 EXECUTION 3.1 INSTALLATION A. Ins:'a.11 doors in accordance with SDI-100 except as amended in this Section. B. Install hollow metal doors plumb and square, and with maximum diagonal distortion of 1/8 inch. Install hardware in accordance with -requirements of Section 08700. r- END OF SECTION HOLLOW METAL DOORS 08111 - 3 r- SECTION 08210 WOOD DOORS, HOLLOW METAL FRAMES, HARDWARE PART 1 GENERAL 1.1 WORK INCLUDED A. Wood doors. B. Hollow Metal door frames. C. Hardware. 1.2 RELATED WORK A. Section 09111 - Wall Assembly. B. Section 09900 - Painting. 1.3 REFERENCES A. ANS'%NWMA I.S.1 - Industry Standard For Wood Flush Doors (Includes Standards I.S.1.1 through I.I.S.1.7). B. ANSI A135.4 - Basic Hardboard. C. AWI - Quality Standards of Architectural Woodwork Institute. D. BHMA - Builder's Hardware Manufacturers Association. E. NAAMM - National Association of Architectural Metal Manufacturers. 1.4. QUALITY ASSURANCE A. Conform to requirements of .AWI Quality Standard Section 1300 and 1400 Economy Grade. 1.5 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01340. B. Indicate door elevations, stile and rail reinforcement, internal blocking for hardware attachment. C. Submit samples under provisions of Section 01340. D. Submit manufacturer's installation instructions under provisions of Section 01340. WOOD DOORS, HOLLOW METAL FRAMES, HARDWARE 08210 - 1 1.6 DELIVERY, STORAGE, AND PROTECTION A. Protect products under provisions of Section 01600. B. Package, deliver, and store doors in accordance with AWI requirements. 1.7 'WARRANTY A. Provide manufacturer's warranty under provisions of Section 01700. PART 2 PRODUCTS- 2.1 ACCEPTABLE MANUFACTURERS A. Match manufacturer of existing doors, door frames and hardware whenever possible. B. Substitutions: Under provisions of Section 01600. 2.2 DOOR TYPES A. Provide new doors that match existing door dimension thickness (assumed 1-3/4 inches), door construction, door material and finish. New doors shall not be obviously different than existing doors. 2.3 FRAME TYPES A. Provide new door frames of at least 16 gauge steel that match existing door frame dimension and construction. New door frames shall not be obviously different than existing door frames. 2.4 HARDWARE A. New hardware shall match existing hardware design, finish, and quality for doors in similar uses. Include door stops at all new "- doors. B. Submit a complete hardware schedule for review and approval by the Architect prior to ordering or installing new hardware. 2.5 FABRICATION A. Fabricate doors and frames in accordance with AWI Quality Standards requirements. PART 3 EXECUTION ., .3.1 INSTALLATION A. Install doors in accordance with manufacturer's instructions. WOOD DOORS, HOLLOW METAL FRAMES, HARDWARE 08210 - 2 B. Machine cut relief for hinges and coring for handsets and cylinders. C. Trim.door width by cutting equally on both jamb edges. D. Trim door height by cutting equally on top and bottom edges to a maximum of 3/4 inch (19 mm). Provide a maximum of 1/4 inch bottom clearance above finished floor. E. Pilot drill screw and bolt holes. F. Prepare doors to receive finish hardware in accordance with AWI requirements G. Conform to AWI requirements for fit tolerances. 3.2 INSTALLATION TOLERANCES A. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner. 3.3 ADJUSTING AND CLEANING A. Adjust for smooth and balanced door movement. END OF SECTION WOOD DOORS, HOLLOW METAL.FRAMES, HARDWARE 08210 - 3 SECTION 08512 SHEET STEEL WINDOWS. PART 1 GENERAL 1.1 SECTION INCLUDES •- A. Rolled formed sheet steel windows with fixed sash. B. Site glazed. C. Perimeter sealant. 1.2 RELATED SECTIONS A. Section 05500 - Metal Fabrications: Steel lintels. B. Section 06100 - Rough Carpentry: Wood perimeter shims. C. Section 07920 - Caulking and Sealants: Perimeter sealant and p-. back-up materials. D. Section 08800 - Glazing. �- 1.3 REFERENCES -A. ASTM A336 - Steel Sheet, Carbon, Cold -Rolled, Commercial Quality. B. ASTM A386 - Zinc Coating (Hot Dip) on Assembled Steel Products. C. ASTM E283 - Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors. D. ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. E. ASTM E331 - Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. F. ASTM A525 General Requirements for Steel Sheet, Zinc Coated (Galvanized) by the Hot Dip Process. G. SSPC - Steel Structures Painting Manual. 1.4 SYSTEM DESCRIPTION A. Windows: Formed sheet steel sections,' shop fabricated, factory primed, vision glass, related flashings, anchorage and attachment devices. SHEET STEEL WINDOWS 08512 - 1 B. Sash Configuration: Fixed, non -operable lights. 1.5 PERFORMANCE REQUIREMENTS A. Design and size components to withstand dead and live loads caused by positive and negative wind pressure acting normal to plane of wall as calculated in accordance with UBC code. B. Limit member deflection to flexure limit of glass; with full recovery of glazing materials. C. Vapor Seal with Interior Atmospheric Pressure of 1 inch sp, 72 degrees F (22 degrees C), 40 Percent RH: No failure. 1.6 SUBMITTALS A. Submit under provisions of Section 01340. B. Shop Drawings: Indicate opening dimensions, framed opening tolerances, affected related work; and installation requirements. C. Product Data: Provide component dimensions, anchorage and fasteners and glass. D. Manufacturer's Certificate: Certify that products meet or exceed .specified requirements. 1.7 QUALIFICATIONS A. Manufacturer and Installer: Company specializing in manufacturing commercial windows with minimum three years documented experience. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. B. Protect pre -finished surfaces with wrapping. Do not use adhesive papers or sprayed coatings which bond when exposed to sunlight or weather. 1.9 , ENVIRONMENTAL REQUIREMENTS. A. Do 'not install sealants when ambient temperature is less than 40 degrees F (5 degrees C). B. Maintain this minimum temperature during and after installation of sealants. 1.10 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on shop drawings. SHEET STEEL WINDOWS 08512 - 2 PART 2 PRODUCTS ,., 2.1 MATERIALS A. Metal: ASTM A366; with. 1.25 oz/sq ft zinc coating in accordance with ASTM A525. B. Steel Sections: Rolled and shaped to suit mullion sections. C. Fasteners: Galvanized steel. D. Shop and Touch -Up Primer for Steel Components: SSPC 15, Type 1, red oxide. E. Touch -Up Primer for Galvanized Steel Surfaces: SSPC 20, zinc rich type. 2.2 COMPONENTS A. Frames: 5-3/4 inch wide x 2 inch deep profile, 0.06 inch thick (16 ga);,_thermally broken; applied glass stops of screw fastened type. B. Reinforced Mullion: 5-3/4 inch wide x 2 inch deep profile, 0.06 inchthick (16 ga), of roll formed steel with integral reinforcement of shaped steel structural section. 2.3 GLASS AND GLAZING MATERIALS A. Glass and Glazing Materials: As specified in Section 08800 of Types described below: 1. Glass in Exterior Lights: Insulated glass units. e 2.4 SEALANT MATERIALS A. Sealant and Backing Materials: As specified in Section 07900 of Types described below. B. Perimeter Sealant: Butyl sealant. C. Sealant Used Within System (Not Used for Glazing): Polysulfide r- Type I. 2.5 FABRICATION A.- Fabricate components with minimum clearances and shim spacing around perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal. B. Accurately fit and secure joints and corners. Make joints flush and hairline. C. Prepare components to receive anchor devices. Fabricate anchors. SHEET STEEL WINDOWS 08512 - 3 D. Arrange fasteners to conceal from view. E. Prepare components with internal reinforcement for operating hardware. F. Provide internal reinforcement in mullions with primed steel members to maintain rigidity. G. Permit internal drainage weep holes and channels to migrate moisture' to. exterior. Provide internal drainage of glazing spaces to exterior through weep holes. 2.6 FINISHES A. Exterior Surfaces: color as selected. B. Interior Surfaces: color as selected. C. Concealed Steel. Items: Galvanized in accordance with ASTM A386 to 2.0 o'z/sq ft. D. Apply one coat of bituminous paint to concealed aluminum and steel surfaces in contact with cementitious or dissimilar materials. PART-3 EXECUTION 3.1 EXAMINATION A. Verify site opening conditions under,provisions of Section 01040. B. Verify wall openings and adjoining air and vapor seal materials are ready to receive work of this Section. 3.2 INSTALLATION A. Install window frames, glass and glazing in accordance with manufacturers instructions. B. Attach window frame and shims to perimeter opening to accommodate construction tolerances and other irregularities. C. Align window plumb and level, free of warp or twist. Maintain dimensional tolerances, aligning with adjacent work. D. Install sill and sill end angles. E. Provide thermal isolation where components penetrate or disrupt building insulation. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier. SHEET STEEL WINDOWS 08512 - 4 e-- F. Coordinate attachment and seal of perimeter air and vapor barrier materials. G. Install operating hardware. H. Install glass and infill panels in accordance with Section 08800, to glazing method required to achieve performance criteria. 3.3 TOLERANCES A. Maximum Variation from Level or Plumb: 0.06 inches every 3 ft non -cumulative or 1/16 inches per 10 ft, whichever is less. 3.4 ADJUSTING A. Adjust work under provisions of Section 01700. B. Adjust hardware for smooth operation. 3.5 CLEANING A. Clean work under provisions of 01700. B. Remove protective material from finished surfaces. C. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean. D. Remove excess sealant by moderate use of mineral spirits or other solvent acceptable to sealant manufacturer. END OF SECTION SHEET STEEL WINDOWS 08512 - 5 SECTION 08700 FINISH HARDWARE PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 WORK INCLUDED A. Hardware for wood and hollow metal doors. B.- Butts and hinges, locks and latch sets, closures,'push/pulls, trim units, silencers and smoke gaskets. 1.3 RELATED WORK A. Section 06410 - Custom Casework. B. Section 08210 - Wood Doors, Hollow Metal Frames, Hardware. 1.4 REFERENCES A. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. B. ANSI/NFPA 80 - Fire Doors and Windows. C. AWI - Architectural Woodwork Institute. D. BHMA - Builders' Hardware Manufacturers Association. E. DHI - Door and Hardware Institute. F. NAAMM - National Association of Architectural Metal Manufacturers, G. NFPA 101 Life Safety Code. H. SDI - Steel Door Institute. I. ANSI A115,2 - Door and Frame Preparation for Bored or Cylindrical Locks for 1-3/4 inch Doors. J. ANSI A115.9 - Door and Frame Preparation for Closer, Offset Hung,. Single Acting. K. ANSI A156.1 - Butts and Hinges.. FINISH HARDWARE 08700 - 1 L. ANSI A156.2 - Locks and Lock Trim. M. A156.4 - Door Controls ( Closers). N. ANSI A156.6 - Architectural Door. Trim. 0. ANSI A156.7 - Template Hinges. �. 1.5 COORDINATION A. Coordinate hardware with other work as required, including the furnishing of hardware templates to other suppliers as necessary for fabrication. B. All hardware items to be marked to correspond to the hardware a-^ schedule and in such a manner that the installer can identify the proper hardware. C. Upo :'.receipt of approved hardware schedule, the supplier is to request that the architect arrange a keying conference between the hardware supplier and the owner. A detailed keying schedule shall be submitted for final approval before any locks or cylinders are ordered. 1.6 QUALITY ASSURANCE A. Manufacturers: Companies specializing in manufacturing door hard- ware with minimum three years experience. .., B. Hardware Supplier: Company specializing in supplying commercial and institutional door hardware with 5 years documented experience in the project area. 1.7 REGULATORY REQUIREMENTS A. Conform to applicable codes for requirements applicable to fire rated doors and frames. B. Conform to the applicable sections of Chapter 5 of NFPA 101. C. Provide only hardware which has been tested and listed by UL or FM for types and sizes of doors required and complies with .- requirements of door and door frame labels. 1.8 SUBMITTALS A. Submit schedule, shop drawings, and product data under provisions of Section 01340. B. Indicate locations and mounting heights. of each type of hardware. C. Provide product data on specified hardware. FINISH HARDWARE 08700 - 2 1.9 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. A. 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: Type, style, function, size and finish of each hardware item. Name and manufacturer of each item. Fastenings and other pertinent information. Location of hardware set cross-referenced to indications on drawings both on floor plans and in door and frame schedule. Explanation of all abbreviations, symbols, codes, etc., contained in schedule. Mounting locations for hardware. Door and frame sizes and materials. Keying information. B. Submit manufacturer's technical information for each hardware item. 1.10 OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data under provisions of Section 01700. B. Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance. 1.11 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Package hardware items individually; label and identify package with door opening code to.match hardware schedule. D. Deliver keys to Owner. E. Protect hardware from theft by cataloging and storing in secure area.. 1.12 MAINTENANCE MATERIALS A. Provide special wrenches and tools applicable to each different or special hardware component. FINISH HARDWARE 08700 - 3 B. Provide maintenance tools and accessories supplied. by hardware component manufacturer. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Locksets and Latches Sargent, 8100 Series, grade 2 with Best cylinders Corbin, 9500 Series, grade 1 with Best cylinders. Russwin, 5000 Series, grade 1 with Best cylinders. 1. No.substitutions for Best cylinders. B. Hinges Stanley MCK 1 1cihey Hager' 1. .,All doors swinging into corridors which are specified to be Pocked are to have non -removable pin hinges. 2. Exterior hinges are to be Roton, no substitution. C. Closers Sargent LCN D. Exit Devices �. Sargent, 80 Series Von Duprin, 99 Series E. Kickplates, stops, silencers and flushbolts Trego Trimco Brookline Quality Builders Brass Works F. Smoke seals Reese Enterprises Pemko A.J. May Zero National Guard FINISH HARDWARE 08700 - 4 G. Coordination Door Controls International H. B. Ives Glynn Johnson H. Door Closers LCN, 4040 Super Smoothie (exterior) LCN, 4041 Super Smoothie (interior) 1. No substitutions. 2. All closers to be mounted on side of door that is opposite corridor. Closers on exterior doors to be mounted on inside. All closers shall be mounted TB and GN. I. Substitutions in accordance with Section 01600. 2.2 KEYING. A. Door"Locks: Grand Master keyed and Master keyed in sets and sub- setsas directed by the Owner. B. All locksets and cylinders are to be construction Master keyed. C. Furnish 10 construction keys, Grand Master keys, 6 of each Master' key and 2 change keys for each lock. D. All Master keys and Grand Master keys will be delivered directly to the Owner by the manufacturer. 2.3 FINISHES A. Finishes are to be US 10D unless otherwise noted. B. 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 texture 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 to the manufacturer's standard finish for the latch and lockset (or push-pull units if no latch -lock sets) for color and texture. C. Provide quality of finish, including thickness of plating or coating (if any), composition, hardness and other qualities complying with manufacturer's standards, but in no case less than specified for the applicable units of hardware by referenced standards. 2.4 MATERIALS AND FABRICATION A. Hand of Door: Drawings show direction of slide, swing or hand of FINISH HARDWARE 08700 - 5 each door leaf. Furnish each item of hardware for proper installation and operation of door movement as shown. B. 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 the architect. 1. Manufacturer's identification will be permitted on rim of lock cylinders only. C. Base Metals: Product hardware units of basic metal and forming method indicated, using manufacturer' standard metal alloy, composition, temper and hardness, but in no case of lesser (commercially recognized) quality than specified for applicable hardware units by applicable ANSI A156 series standard for each type hardware item and with ANSI A156.18 for finish designations �^ indicated. Do not furnish "optional" materials or forming methods for those indicated, except as otherwise specified. D. 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. E. 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 r-. paint" in surfaces to receive painted finish. F. 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. G. Tools and maintenance instructions for maintenance Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance and removal and replacement of finish hardware. PART 3 EXECUTION 3.1 INSPECTION A. Verify that doors and frames are ready to receive work and ~^ dimensions are as indicated on shop drawings. B. Beginning of installation means acceptance of existing conditions. FINISH HARDWARE 08700 - 6 3.2 INSTALLATION A. Install hardware in accordance with manufacturer's instructions .and requirements of SDI, NAAMM, AWI, ANSI/NFPA 80, BHMA and DHI. B. Use the templates provided by hardware item manufacturer. C. Conform to ANSI. A117.1 for positioning requirements for the .handicapped. D. Mount hardware at heights as recommended by DHI's "Recommended Locations for Builders Hardware" for public buildings. 1. Locksets: Centerline of lever 38" from finished floor. 2. Exits: Centerline of touch bar 38" from finished floor. 3. Pushplate: Centerline of plate 45" from finished floor. 4. Pullplate: Centerline of grip 40" from finished floor. E. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Whenever 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: F. Set.units level, plumb and true to line.and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. G. Drill and countersink units which are not factory -prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. H. Set thresholds for exterior doors in full bed of butyl -rubber or polyisobutylene mastic sealant. I. Install hardware in accordance with the manufacturer's published instructions. J. Adjust hardware for proper operation and performance. K.`,Protect hardware from painting and finishing work L. Any item.of hardware that has been damaged or is defective shall be replaced prior to final inspection. 3.3 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 FINISH HARDWARE 08700 - 7 for the application made. B. Clean.adjacent surfaces soiled by hardware installation. C. Final Adjustment: Wherever hardware installation is made more than one month prior to acceptance or occupancy of a space or area, return to the work during the week prior to acceptance or occupancy, and make final check and adjustment of all hardware items in such space or area. Clean operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. D. Instruct Owner's personnel in proper adjustment and maintenance of hardware and hardware finishes, during the final adjustment of hardware. 3.4 HARDWARE"SCHEDULE HW 1 DOORS MARKED 1 EACH TO HAVE 2 EA CONTINUOUS HINGES 780-224 HD BRNZ. ROTON 2 EA EXIT°'DEVICES 99NL US10 VON DUPRIN 2 EA CYLINDERS 1E72 US10 BEST ,. 1 EA MULLION 4954 BEST 2 EA CLOSERS 4040 CUSH STAT LCN 2 EA KICKPLATE 1OX2 LDW US10 TRIMCO 2 EA STOPS 1258M US10 TRIMCO 1 EA THRESHOLD 170B PEMKO 2 EA DOOR BOTTOMS 18A-125 DUR PEMKO 2 EA W/STRIPPING 45A-062 DUR PEMKO. f HW-2 DOORS MARKED 2 EACH TO HAVE 1 EA CONTINUOUS HINGE 780-224 HD BRNZ. ROTON 1 EA EXIT ALARM 99ED X ALK US10 VON DUPRIN 1 EA CYLINDER 1E72 US10 BEST 1 EA CLOSER 4040 PA STAT LCN 1 EA KICKPLATE IOX2" LDW TRIMCO 1 EA STOP 1205 US10 TRIMCO 1 EA THRESHOLD 170B PEMKO 1 EA DOOR BOTTOM 18A-125 DUR PEMKO 1 EA W/STRIPPING 45-062 DUR PEMKO FINISH HARDWARE 08700 - 8 HW-3 DOORS MARKED 3, 4, 5, 6 EACH TO HAVE 1 EA CONTINUOUS HINGE 1 EA EXIT 1 EA CYLINDER 1 EA CLOSER 1 EA KICKPLATE 1 EA STOP 1 EA THRESHOLD 1 EA DOOR BOTTOM 1 EA W/STRIPPING HW-4 DOORS MARKED 7 EACH TO HAVE 1 EA CONTINUOUS HINGE 1 EA EXIT:.- 1 EA CLOSER 1 EA KICKPLATE 1 EA STOP 1 EA THRESHOLD 1 EA DOOR BOTTOM 1 EA W/STRIPPING HW-5 DOORS MARKED 8, 9 EACH TO HAVE 12 PR BUTTS 1 EA CLOSER 1 EA PUSHPLATE 1 EA PULLPLATE 1 EA KICKPLATE 1 EA FLOOR STOP 1 EA SILENCERS HW-6 DOORS MARKED 10 EACH TO HAVE 2 PR BUTTS 1 EA LOCKSET 1'EA DUCTH BOLT 1 EA STOP 3 EA SILENCERS 780-224 HD BRNZ. 99NL US10 1E72 US10 4040 CUSH 1OX2" LDW US10 1201 US10 170B 18A-125 DUR 45A-062 DUR 780-224 HD BRNZ. 99EO US10 4040 CUSH 1OX2" LDW US10 1201 US10 170B 18A-125 DUR 45A-062 DUR FBB179 US26D 42 X 42 4040 ALUM 1001-8 US10 1053-3 US32D 1OX2" LDW US10 1214ES US26D 1229A FBB179 US26D 42 X 42 83K4ABC 612 3920 US1010 1244ES US10 1229A FINISH HARDWARE ROTON VON DUPRIN BEST LCN TRIMCO TRIMCO PEMKO PEMKO PEMKO ROTON VON DUPRIN LCN TRIMCO TRIMCO PEMKO PEMKO PEMKO STANLEY LCN TRIMCO TRIMCO TRIMCO TRIMCO TRIMCO STANLEY BEST TRIMCO TRIMCO TRIMCO 08700 - 9 HW-7 1 GATE SNACK BAR 1 PR DOUBLE ACTING HINGES 7000 US10 END OF SECTION FINISH HARDWARE BOMMER 08700 - 10 SECTION 08810 GLASS AND GLAZING PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Glass and glazing for Sections referencing this Section for products and installation. 1.3 RELATED SECTIONS A. Section 07930 - Caulking and Sealant B. Section 08210 - Wood Doors, Hollow Metal Frames, Hardware. C. Section 10800 - Toilet and Bath Accessories. 1.4 REFERENCES A. ANSI/ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. B. ANSI Z97.1 - Safety Performance Specifications and Methods of Test for Safety Glazing Used in Buildings. C. ASTM C1036 - Flat Glass. D. ASTM C1048 - Heat -Treated Flat Glass - Kind HS, Kind FT Coated and Uncoated Glass. E. FGMA Glazing Manual. F. FGMA - Sealant Manual. G. FS TT-C-00598 - Caulking Compound, Oil and Resin Base Type. H. FS TT.-.S-001657 - Sealing Compound, Single Component, Butyl Rubber Based, Solvent Release Type. I. FS TT-S-00230 - Sealing Compounds, Synthetic -Rubber Base, Single Component, Chemically Curing. J. FS TT-S-01543 - Sealing Compound, Silicone Rubber Base. GLASS AND GLAZING 08810 - 1 0-• K. FS TT-G-410 - Glazing Compound, Sash (Metal) for Back Bedding and Face Glazing (Not for Channel or Stop Glazing). L. Laminators Safety Glass Association - Standards Manual. 1.5 PERFORMANCE REQUIREMENTS A. Glass and glazing materials of this Section shall provide continuity of building enclosure vapor and air barrier: 1. In conjunction with materials described in Section 07900. 2. Maintain continuous air and vapor barrier throughout glazed assembly from glass pane to heel bead of glazing sealant. B. Size glass to withstand dead loads and positive and negative live loads acting normal to plane of glass as calculated in accordance with 1985 U.B.C. in accordance with ANSI/ASTM E330. C. Limit glass deflection to 1/200 or flexure limit of glass with full :recovery of glazing materials, whichever is less. 1..6 SUBMITTALS A. Submit under provisions of Section 01340. B. Product. Data on Glass Types Specified: Provide structural, physical and environmental characteristics, size limitations, special handling or installation requirements. C. Product Data on Glazing Compounds: Provide chemical functional, and environmental characteristics, limitations, special application requirements. Identify available colors. D. Samples: 1. Submit 2 inch long bead of glazing sealant, color as selected. 2. Submit 12" x 12" piece of each glass indicated. E. Manufacturer's•Installation Instructions: Indicate special pre- cautions required. F. Manufacturer's Certificate: Certify that glass.meets or exceeds specified requirements. 1.7 QUALITY ASSURANCE A. Perform Work in accordance with FGMA Glazing Manual, FGMA Sealant Manual, SIGMA and Laminators Safety Glass Association - Standards Manual for glazing'installation methods. GLASS AND GLAZING 08810 - 2 1.8 ENVIRONMENTAL REQUIREMENTS A. Do not install glazing when ambient temperature is less. than 50 degrees F (10 degrees C). B. Maintain minimum ambient temperature before, during and 24 hours after installation of -glazing compounds. 1.9 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on the Drawings. 1.10 COORDINATION A. Coordinate Work under provisions of Section 01040. B. Coordinate the Work with glazing frames, wall openings, and perimeter air and vapor seal to adjacent Work. 1.11 WARRANTY: A. Provide five year manufacturer's warranty under provisions of Section 01700. B. Warranty: Include coverage for delamination of laminated glass and replacement of same. Include seal failure of insulated glass systems. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. PPG Industries, Inc. B. Ford Glass Division C. ASG Industries D. Substitutions: Under provisions of Section 01600 2.2 MATERIALS - GLASS A. Insulating Glass Units 1. Manufacturers sealed insulating glass materials a. PPG Industries, Glass Div. b. Libbey-Owens-Ford Co. C. Ford Motor Co., Glass Div. d. Substitutions: Under provisions of Section 01600. 2. Sealed Insulating Glass Materials a. Insulated Glass Units (Type SG -A): ASTM E774 and E773; double pane with outer pane of 1/4" tinted glass (match GLASS AND GLAZING 08810 - 3 r-. existing), inner pane of 1/4" clear glass, interpane space purged dry hermetic .air; total unit thickness of 1 inch. 2..3 GLAZING COMPOUNDS A. Shall conform to ASTM C669 and as required by the glazing manufacturer. B. Butyl Sealant (Type GC-B): FS TT-S-001657; Shore A hardness of 10-20 black color; non -skinning. C. Acrylic Sealant (Type GC-C):FS TT-S-00230; Type II, Class A; single component; cured Shore A hardness of 15-25; color as selected. D. Polysulphide Sealant (Type GC-D): FS TT-S-00227, Class A Type II; two component; cured Shore A hardness of 15-25; color as selected. E. Polyurethane Sealant (Type GC-E): FS TT-S-00230, Type II - non -sag, Class A; as recommended by the manufacturer. F. Silicone Sealant (Type GC-F): FS TT-S-01543, Class A; single component; chemical solvent curing; capable of water immersion without loss of properties; cured Shore A hardness of 15-25 color as selected. 2.4 GLAZING ACCESSORIES A.. Setting Blocks: Neoprene, 80 - 90 Shore A durometer hardness, length of 0.1 inch for each square foot of glazing or minimum 4 inch x width of glazing rabbet space minus 1/16 inch x height to suit glazing method and pane weight and area. B. Spacer Shims: Neoprene, 50 - 60 Shore A durometer hardness, minimum 3 inch long x one half the height of the glazing stop x thickness to suit application , self adhesive on one face. C. Glazing Tape: Preformed butyl compound with integral resilient tube spacing device; 10 - 15 Shore A durometer hardness; coiled on release paper; black color. D. Glazing Splines: Resilient polyvinyl chloride extruded shape to suit glazing channel retaining slot; color: black. E. Glazing Clips: Manufacturer's standard type. 2.5 SOURCE.QUALITY CONTROL AND TESTS A. Provide testing and analysis reports of glass under provisions of Section 01400. B. Infill.metal composite panels. GLASS AND GLAZING 08810 - 4 PART 3 EXECUTION 3.1 EXAMINATION A. Verify prepared openings under provisions of Section 01040. B. Verify that openings for glazing are correctly sized and within tolerance. C. Verify that surfaces of glazing channels or recesses are clean, free of obstructions, and ready to receive glazing. 3.2 PREPARATION A. Clean contact surfaces with solvent and wipe dry. B. Seal porous glazing channels or recesses with substrate compatible primer or sealer. C. Prime surfaces scheduled to receive sealant. D. Remove all evidence of existing putty glazing from existing steel frames scheduled to be reglazed.. 3.3 INSTALLATION A. General: Comply with referenced FGMA standards and instructions of manufacturers of glass, glazing sealants, and gaskets, to achieve airtight and watertight performance, and to minimize breakage. B. Protect glass from edge damage during handling and installation. Inspect glass during installation and discard pieces with edge damage that could effect glass performance. C. Set units of glass in each series with uniformity of pattern, draw, bow and similar characteristics. 3.4 CLEANING A. Clean work under provisions of 01700. B. Remove glazing materials from finish surfaces. C. Removelabelsafter work is complete. D. Clean glass 3.5 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Section 01500. GLASS AND GLAZING 08810 - 5 B. After installation, mark pane with an 'XI by using removable plastic tape or paste. Do not mark heat absorbing or reflective glass units. C. Protect glass from contact with contaminating substances resulting from construction operations. D. If, despite such protection, contaminating substances do come into contact with glass, remove immediately by method recommended by glass manufacturer. E: Remove and replace glass which is broken, chipped, cracked, abraded or damaged in other ways during construction period, including natural causes, accidents and vandalism. END OF SECTION GLASS AND GLAZING 08810 - 6 SECTION 09200 LATH AND PLASTER PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 WORK INCLUDED A. Metal furring and lathing. B. Portland cement plaster system. C. Stucco surface finish. 1.3 RELATED WORK A. Section 01045 - Cutting and patching. B. Section 09250 - Gypsum Wallboard:. Wall substrate surface. C. Section 07920 - Caulking and Sealants. 1.4 REFERENCES A. ANSI/ASTM C.91 - Masonry Cement. B. ASTM C150 — Portland Cement. C. ANSI/ASTM C206 Finishing Hydrated Lime,. D. ANSI/ASTM C207 - Hydrated Lime for Masonry Purposes. E. ANSI/ASTM C897 - Aggregate for Job -Mixed Portland Cement -Based Plasters. F. ANSI/ASTM C926 - Application of Portland Cement -Based Plaster. G. PGA (Portland Cement Association) - Plaster (Stucco) Manual. 1.5 SYSTEM DESCRIPTION A. Fabricate vertical elements to limit finish surface to 1/180 deflection under lateral point load of 100 lbs. B. Fabricate horizontal elements to limit. finish surface to 1/360 deflection under superimposed dead loads and wind uplift loads. LATH AND PLASTER 09200 - 1 1.6 QUALITY ASSURANCE A. Applicator: Company specializing in cement plaster work with 3 years documented experience. ^„ B. Apply cement plaster in accordance with ASTM C926 and PCA Plaster (Stucco) Manual. 1.7 SUBMITTALS A. Submit product data under provisions of Section 01340. .-. B. Provide product data on plaster materials, characteristics limitations of products specified and standard colors available. C. Submit manufacturer's installation instructions under provisions of Section 01340. 1.8 FIELD SAMPLES A. Provide sample panel under provisions of Section 01340. B. Construct field sample panel, 24 inches long by 24 inches wide, illustrating surface finish and color of finish coat—, 1.9 ENVIRONMENTAL REQUIREMENTS A. Do not apply plaster when substrate or ambient air temperature is less than 50 degrees F nor more than 80.degrees F. B. Maintain minimum ambient temperature of 50 degrees F during and after installation of plaster. 1.10 EXTRA STOCK A. Provide two (2) extra sacks of pre -mixed finishing coat. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Lathing -" 1. United States Gypsum 2. National Gypsum Company 3. Inryco, Inc. 4. Keene, Inc. B. Plaster - 1. United States Gypsum 2. National Gypsum Company LATH -AND PLASTER 09200 - 2 C. Portland Cement 1. Lone Star 2. Trinity 3. Texas Industries, Inc. 4. El Toro D. Substitutions Under provisions of Section 01600. 2.2 PLASTER BASE COAT MATERIALS A. Cement: ASTM C150, Normal - Type I Portland. ANSI/ASTM ,C91, grey color. B. Lime: ANSI/ASTM C206, Type S. C. Aggregate: In accordance with ANSI/ASTM C897. D. Water: Clean, fresh, potable and free of mineral or organic matter which can affect plaster. E. Admixtures: As recommended by the manufacturer. F. Plaster Mix Reinforcement: Glass fibers, one-half inch nominal length, alkali resistant. 2.3 PLASTER FINISH COAT MATERIALS A. Premixed Finishing Coat: Regular Set; Equal to Oriental Exterior Stucco Finish.as manufactured by United States Gypsum. Color to match existing. 2.4 FURRING AND LATHING A. Metal Lath: 2.5 lb/sq yd, expanded metal, self -furring type; galvanized finish. B. Underlayment: Asphalt saturated No. 15 felt. C. Corner Mesh: Formed steel, minimum 26 gage thick; expanded flanges shaped to permit complete embedding in plaster; minimum 2 inches wide; galvanized finish. D. Corner Beads: Formed steel, minimum 26 gage thick; beaded edge, of longest possible length; sized and profiled to suit application; galvanized finish. Equal to USG. E. Base Screeds: Formed steel, minimum 26 gage thick; square edge, of longest possible. length; sized and profiled to suit application; galvanized finish. F. Casing Bead: Formed steel; minimum 26 gage thick; thickness governed by plaster thickness; maximum possible lengths; expanded metal with square edges; galvanized finish. Equal to USG #66. . LATH AND PLASTER 09200 3 G. Control (Division Screed) and Expansion Joint Accessories: Formed steel; minimum 26 gage thick; accordion profile, 2 inch expanded metal flanges each side; galvanized finish. Control joints equal to -USG #093, expansion joint equal to USG double "V" and expansion joints at existing buildings equal to Keene #40 - modification No. 2 corner angle. Clear anodized finishes. H. Drip Screeds: Equal to Fry Reglet DS-875. Clear anodized finish. I. Anchorages: Nails, staples, or other approved metal supports, of type and size. to suit application, galvanized ,to rigidly secure lath and associated metal accessories in place. J. Lathing Channels: Cold rolled steel, galvanized 16 gauge, 3/4 and 12 inch. K. Tie'.Wire: Federal Specification QQ-W-461g, Class 1, galvanized not less: than 18 U.S. Steel wire gauge. r.. 2.5 CEMENT PILASTER MIXES A. Mix.:and proportion cement plaster in accordance with manufacturer's instructions. B. Basecoat and Brown Coat: One part cement, minimum 32 and maximum 4 parts aggregate, and minimum 15 percent and maximum 25 percent hydrated lime per sack of cement. C. Finish Coat: Premixed finished plaster. D. Mix only as much plaster as can be used in one hour. E. Add color pigments in accordance with manufacturer's instructions. Ensure uniformity of mix and coloration. F. Mix materials dry, to uniform color and consistency, before adding water. G. Protect mixtures from frost, contamination, and evaporation. H. Do not retemper mixes after initial set has occurred. ... PART 3 EXECUTION 3.1 INSPECTION A. Verify that surfaces and site conditions are ready to receive work. B. Grounds and Blocking: Verify items within, walls for other Sections of work have been installed. ,� LATH AND PLASTER 09200 - 4 G. Mechanical and Electrical: Verify services within walls have been tested and approved. D. Beginning of installation means acceptance of existing conditions. 3.2 PREPARATION A. Protect surfaces near the work of this Section from damage or disfiguration. 3.3 INSTALLATION - LATHING MATERIALS A. Apply metal lath taut, with long dimension perpendicular to supports. B. Lap ends minimum one inch. Secure end laps with tie wire where they occur. between supports. C. Lap sides of diamond mesh lath minimum l; inches. Nest outside ribs of rib lath together. D. Attach metal lath to metal supports using tie wire at maximum 6 inches on center. E. Continuously reinforce internal angles with corner mesh, except where the metal lath returns 3 inches from corner to form the angle reinforcement. Fasten at perimeter edges only. F. Place beaded external angle with mesh at corners. Fasten at outer edges only. G. Place strip mesh diagonally at corners of lathed openings. Secure rigidly in place. H. Place 4 inch wide strips of metal lath centered over junctions of dissimilar backing materials. Secure rigidly in place. I. Place casing beads at terminations of plaster finish. Butt and align ends. Secure rigidly in place. J. Install accessories to -lines and levels. 3.4CONTROL AND EXPANSION JOINTS A. After initial set, scribe control (division screeds) joints in exterior work every as indicated on reflected ceiling plan by cutting' through 2/3 of the cement plaster depth,. neatly, in straight lines. B. Locate exterior expansion joints every 12 in each direction. Locate in.a position to replace a control (division screed) joint. LATH AND PLASTER 09200 - 5 C. Establish control and expansion joints with specified joint device. D. Coordinate joint placement with other related work. Section 16 - Electrical: Lighting fixtures. 3.5 PLASTERING A. Apply plaster in accordance with ASTM C926, manufacturer's instructions and the PCA Plaster (Stucco) Manual. B. Apply'scratch coat to a nominal thickness of 5/16 inch, brown coat to a nominal thickness of 5/16 inch; and a finish coat to.a nominal thickness of 1/8 inch over metal lathed surfaces. C. Thickness of plaster shall not be less than 3/4 inch. D. Moist cure scratch and brown coats. Apply brown coat immediately following initial set of scratch coat. E. After during, dampen base coat prior to applying finish coat. F. Apply finish coat and wood float to a smooth and consistent finish. G. Avoid excessive working of surface. Delay trowelling as long as possible to avoid drawing excess fines to surface. H. Moist cure finish coat for minimum period of 48 hours or as recommended by the manufacturer. I. Plaster color and texture shall match existing. 3.6 TOLERANCES A. Maximum Variation from True Flatness: 1/8 inch in 10 feet. 3.7 PATCHING AND REPAIRS A. Replace broken or damaged portions of plaster and repair with new work. Repair cracks by cutting out plaster to a width of not less than 1", undercut to form key and plaster full and smooth. Moisten edges of patch areas before new plaster is applied. 3.8 CLEANING A. Clean all surfaces soiled by plaster operations. Remove from the premises all surplus materials, rubbish and debris resulting from the work. END OF SECTION LATH AND PLASTER 09200 - 6 SECTION 09250 GYPSUM BOARD SYSTEMS PART 1 GENERAL 1.1 _ RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 General Requirements apply to the work of this Section. 1.2 WORK INCLUDED A. Metal stud wall and wall furring. B. Metal channel ceiling framing. C. Gypiu* board. D. Taped and sanded joint treatment. 1.3 RELATEDfWORK A. Section 06114 - Wood Blocking and Curbing. B. Section 07210 - Building Insulation: Thermal insulation and acoustical insulation. C. Section 08210 - Wood Doors, Hollow Metal Frames, Hardware. D. Section 09900 - Painting: Surface finish. 1.4 REFERENCES A. ANSI/ASTM C36 - Gypsum Wallboard. B. ANSI/ASTM.C79 - Gypsum Sheathing Board. C. ANSI/ASTM C475 - Joint 'Treatment Materials for Gypsum Wallboard Construction. D. ANSI/ASTM C645 - Non -Load (Axial) Bearing Steel Studs, Runners. (Track), and Rigid Furring Channels for Screw Application of Gypsum Board. E. ANSI/ASTM C646 - Steel Drill Screws for the Application of Gypsum Sheet Material to Light Gage Steel Studs. 0 GYPSUM BOARD SYSTEMS 09250 - 1 n.. F. ANSI/ASTM C754 - Installation of Framing Members to Receive Screw Attached Gypsum Wallboard, Backing Board, or Water Resistant Backing Board. G. ANSI/ASTM E119 - Fire Tests of Building Construction and Materials. H. GA-201 — Gypsum Board for Walls and Ceilings. I. GA-216' Recommended Specifications for the Application and a.� Finishing of Gypsum Board. 1.5 SYSTEM DESCRIPTION A. Fire Rating Wall Requirements: 1 hour in accordance with UL 1988 listed assembly No. U465. 1.6 QUALITY ASSURANCE A. Applicator: Company specializing in gypsum board systems work with 3 y;§�a.ts documented experience. .1.7 REGULATORY REQUIREMENTS A. Conform to applicable codes for fire rated assemblies 1. 'Fire Rated Partitions: Listed assembly by UL. 1.8 SUBMITTALS A. Provide product data on metal framing, gypsum board, joint tape, and accessories. B. Submit manufacturer'-s installation instructions under provisions of Section 01340. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS - GYPSUM BOARD SYSTEM A. United States Gypsum -Co. B. Other acceptable manufacturers offering equivalent products: 1. Gold Bond products, Inc. .-• 2. Redman Industries Inc. C. Substitutions: Under provisions of Section 01600. 2.2 FRAMING MATERIALS A. Interior Framing .1. Studs and Tracks: ANSI/ASTM C645; galvanized sheet steel, 20 gage thick, 'C' shape, equal to U.S. Gypsum CWS series. GYPSUM BOARD SYSTEMS 09250 - 2 2. Furring, Framing and Accessories: ANSI/ASTM C645. B. Fasteners: ANSI/ASTM C1002. C. Adhesive: ANSI/ASTM C557 and as recommended by the manufacturer. 2.3 GYPSUM BOARD MATERIALS A. Standard Gypsum Board: ANSI/ASTM C36 5/8" thick, maximum permissible length, ends square cut, tapered edges. B. Fire Rated Gypsum Board: ANSI/ASTM C36; fire resistive type, UL rated; 5/8 inch thick, maximum permissible length; ends square cut, tapered edges. C. Moisture Resistant Gypsum Board: ANSI/ASTM C630 5/8" inch thick, maximum permissible length, ends square cut, tapered edges. D. Gypsum Sheathing Board: ANSI/ASTM C79; Moisture resistant type; 1/2:`':':;nch thick, maximum permissible length; ends square cut, square edges, water repellent paper faces. 2.4 ACCESSORIES A. Corner Beads: Metal equal to Dur-A-Bead #101 by United States Gypsum. B. Edge Trim: Metal equal to No. 200-A by United States Gypsum. C. Joint Materials: ANSI/ASTM C475; reinforcing tape, joint compound, adhesive, water, and fasteners. PART 3 EXECUTION 3.1 INSPECTION A. Verify that site conditions are ready to receive work and opening dimensions are as instructed by the manufacturer. B. Beginning of installation means acceptance of substrate. 3.2 METAL STUD INSTALLATION A. Install studding in accordance with ANSI/ASTM C754. B. Metal Stud Spacing: 16 inches on center. C. Partition Heights: To minimum 3 inches above suspended ceilings. Install additional bracing for partitions extending above ceiling. GYPSUM BOARD SYSTEMS 09250 - 3 ^ D. Door Opening Framing: Install double studs at door frame jambs. Install stud tracks on each side of opening, at frame head height, and between studs and adjacent studs. E. Blocking: Nail wood blocking to studs. Install blocking for support of plumbing fixtures, toilet partitions, wall cabinets, toilet accessories, door stops and hardware. F. Coordinate installation of bucks, anchors, blocking, electrical and �. mechanical work placed in or behind partition framing. 3.3 CEILING FRAMING INSTALLATION A. Install in accordance with GA 201 and GA 216. B. Coordinate location of hangers with other work. r.. C. Install ceiling framing independent of walls, columns, and above - ceiling work. D. Reinforce openings in ceiling suspension system which interrupt main carrying channels or furring channels, with lateral channel bracing. Extend bracing minimum 24 inches past each end of openings. E. Laterally brace entire suspension system. 3.4 GYPSUM BOARD INSTALLATION ^ A. Install gypsum board in accordance with GA 201 and GA 216, B. Erect single layer of gypsum board in most economical direction, with ends and edges occurring over firm bearing. C. Erect single layer fire rated gypsum board vertically, with edges and ends occurring over firm bearing. D. Erect exterior gypsum sheathing horizontally, with edges butted tightand ends occurring over firm bearing. E. Use screws when fastening gypsum board to metal furring or framing. F. Treat cut edges and holes in gypsum sheathing with sealant, or tape: G. Place.control joints consistent with lines of building spaces as ^ directed. H. Place corner beads at external corners as indicated. Use longest practical length. Place edge trim where gypsum board abuts dissimilar materials. . GYPSUM BOARD SYSTEMS 09250 - 4 3.5 JOINT TREATMENT A. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. B. Feather coats onto adjoining surfaces so that camber is maximum 1/32 inch. C. Erect in accordance with manufacturer's instructions. 3.6 TOLERANCES A. Maximum Variation from True Flatness: 1/8 inch in 10 feet in any direction. END OF SECTION GYPSUM BOARD SYSTEMS 09250 - 5 SECTION 09510 ACOUSTICAL CEILINGS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions .including General Conditions, Supplementary General Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 WORK INCLUDED A. Suspended metal grid ceiling system. B. Non:=fire rated assembly. C. Per`imeter trim. 1.3 RELATED`WORK A. Section 15000 - Air diffusion devices in ceiling system. B. Section 16000 - Light fixtures in ceiling system. 1.4 REFERENCES A. ASTM C635 - Metal Suspension Systems for Acoustical Tile and Lay -in Panel Ceilings B. ASTM C636 - Installation of Metal Ceiling Suspension Systems for —" Acoustical Tile and Lay -in Panels. 1.5 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacture of ceiling suspension system and ceiling panels with three. years minimum experience. B. Installer: Company with three years minimum documented experience. 1.6 SUBMITTALS A. Submit product data under provisions of Section 01340. B. Provide product data on metal grid system components, and acoustic units. C. Submit two samples 12 x 12 inch in size,. illustrating material and finish of acoustic units. ACOUSTICAL CEILINGS 09510 - 1 D. Submit two samples each, 12 inches long, of suspension system main runner, cross runner, and edge trim. E. Submit manufacturer's installation instructions under provisions of Section 01340. 1.7 ENVIRONMENTAL REQUIREMENTS A. Maintain uniform temperature of minimum 60 degrees F (16 degrees C), and, humidity of 20 to 40 percent prior to, during and after installation. 1.8 SEQUENCING/SCHEDULING A. Do not install acoustical ceilings until building is enclosed, sufficient heat is provided, dust generating activities have terminated, and overhead work is completed, tested, and .approved. B. Sch'e'dtile installation of acoustic units after interior wet work is dry. 1.9 EXTRA STOCK A. For each acoustic panel style used, provide one extra carton each to the Owner. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS - SUSPENSION SYSTEM A. USG Interiors, Inc. B. Chicago.Metallic, Inc. C. National Rolling Mills, Inc. D. Substitutions: Under provisions of Section 01600. 2.2 SUSPENSION SYSTEM MATERIALS: A. Grid: ASTM C635, intermediate duty, non -fire rated exposed T components die cut and interlocking. Match existing system. B. Accessories: Edge moldings required for suspended grid system. C. Grid Materials: Commercial quality cold rolled steel with galvanized coating.. D. Grid Finish: White color. Match existing. ACOUSTICAL CEILINGS 09510 - 2 r- E. Support Channels and Hangers: Galvanized steel; size and type to suit application, to rigidly secure acoustic ceiling. system ,^ including integral mechanical and electrical components with maximum deflection of 1/360. 2.3 ACCEPTABLE MANUFACTURERS - ACOUSTIC UNITS A. New acoustic units shall match existing pattern, color, dimension and manufacturer. B. Substitutions: Under provisions of Section 01600. 2.4 ACOUSTIC UNIT MATERIALS A. Acoustic Panels: conforming to the following: 1. Size: 24 x 48 inches. 2. Thickness: match existing. 3. Edge: square. 4. Surface Color: white. 5. Surface Finish: match existing. PART 3 EXECUTION 3.1 INSPECTION A. Verify that existing conditions are ready to receive work. B. Verify that layout of hangers will not interfere with other work. C. Beginning of installation means acceptance of existing conditions. 3.2 INSTALLATION A. Install system in accordance with ASTM C636 and as supplemented in this Section. B. Install system capable of supporting imposed loads.to a deflection of 1/360 maximum. ^" C. Install after major above ceiling work is complete. Coordinate the location of hangers with other work. D. Hang system independent of walls, columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible displacement of face plane of adjacent members. E. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest affected hangers and related carrying channels to span the extra distance. ACOUSTICAL CEILINGS 09510 - 3 F. Locate system on room axis leaving equal border units of not less than 1/2 panel size in any direction according to reflected plan. G. Do not support components on main runners or cross runners if weight causes total dead load to exceed deflection capability. Support fixture loads by supplementary hangers located within 6 inches of each corner; or support components independently. H. Do not eccentrically load system, or produce rotation of runners. I. Install edge molding at intersection of ceiling and vertical surfaces, using longest practical lengths. Miter corners. Provide edge moldings at junctions with other interruptions. J. Fit acoustic units in place, free from damaged edges or other defects detrimental to appearance and function. K. Install acoustic units level, in uniform plane, and free from twist, warp and dents. L. Install hold-down clips to retain panels tight to grid system within 10 ft.of an exterior door. 3.3 TOLERANCES A. Variation from Flat and Level Surface: 1/8 inch in 10 ft. B. Variation from Plumb of Grid Members Caused by Eccentric Loads: Two degrees maximum. 3.4 ADJUSTING AND CLEANING A. Clean exposed surfaces of acoustical ceilings, 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 successfully cleaned and repaired to permanently eliminate evidence of damage. END OF SECTION ACOUSTICAL CEILINGS 09510 - 4 SECTION 09650 RESILIENT FLOORING PART 1 GENERAL' 1.1 RELATED DOCUMENTS A. The Drawings, General -Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements apply to the work of this Section. w 1.2 SECTION'INCLUDES A. Resilient sheet vinyl and vinyl composition title flooring. B. Resilient base. 1.3 RELATED'~I,SECTIONS A. Section 09680: Carpeting. ® 1.4 REFERENCES A. ASTM E84 - Surface Burning Characteristics of Building Materials. B. FS L-F-475 - Floor Covering, Vinyl Surface (Tile and Roll), with Backing. C. FS SS-T-312 - Tile, Floor: Asphalt, Rubber, Vinyl, Vinyl Composition. D. FS SS-W-40 - Wall Base: Rubber and Vinyl Plastic. 1.5 REGULATORY REQUIREMENTS r-. A. Conform to applicable code for flame/fuel/smoke rating requirements of in accordance with ASTM E84. 1.6 SUBMITTALS A. Provide product data on specified products, describing physical ... and performance characteristics, sizes, patterns and colors. B. Submit two samples 12 x 12 inches in size, illustrating color and pattern for each floor material specified. C. Submit manufacturers samples of.base material for their standard colors. RESILIENT FLOORING 09650 - 1 D. Submit manufacturer's installation instructions under provisions of Section 01340. 1.7 OPERATION AND MAINTENANCE DATA A. Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning, stripping, and re -waxing. 1.8 ENVIRONMENTAL REQUIREMENTS A. Store materials for three days prior to installation in area of installation to achieve temperature stability. B. Maintain ambient temperature required by adhesive manufacturer three days prior to, during, and 24 hours after installation of materials. 1..9 EXTRA MATERIALS A. Provide 10 percent of the base and floor tile materials of each color selected under provisions of Section 01700. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Tile Flooring 1. Armstrong World Industries 2. GAF "Tarkett" B. Sheet Flooring 1. Armstrong World Industries C. Base 1. Roppe Inc. 2. Mercer Plastic.Company, Inc. D. Reducer Strips 1.. Mercer Plastic Company, Inc. E. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS A. Tile Flooring 1. Vinyl Composition Tile: FS SS-T-312, Type IV, Composition 1; 12 x 12 inch size, 1/8 inch thick; design as selected by Architect from manufacturer's standard colors. Equal to Armstrong World Industries Standard Excelon. RESILIENT FLOORING 09650 - 2 B. Sheet Flooring 1. Sheet Vinyl Flooring: FS L-F-475 A, Type II, Grade A; 6 feet wide roll; 0.085 inch gage; ASTM E 648 critical radiant flux of 0.45 watts/cm2; ASTM E662 NBS Smoke of 450 or less; design as selected by Architect from manufacturer's standard colors. Equal to Armstrong World Industries Classic Corlon. C. Base 1. Base:,FS SS-W-40, Type I rubber; 4 inch high; 1/8 inch thick; top set coved. Color selected by Architect. Equal to Roppe. D. Base Accessories 1. ..Premolded external corners, of same material, size, and color as base. E. Accessories 1. Subfloor Filler: White premix latex; type recommended by flooring material manufacturer. 2. Primers and Adhesives: Waterproof; types recommended by flooring manufacturer. 3. Reducer Strips and edge mouldings, equal to model #910 snap !down moudling manufactured by Mercer Plastics Company, Inc. ;Color as selected by Architect. 4. °Sealer and Wax: Types recommended by flooring manufacturer. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces are smooth and flat with maximum variation of 1/8 inch in 10 ft and are ready to receive Work. B. Verify concrete floors are dry to a maximum moisture content of 7 percent, and exhibit negative alkalinity, carbonization, or dusting. C. Beginning of installation means acceptance of existing substrate and site conditions. 3.2 PREPARATION A. Remove all sub -floor ridges and bumps that will not allow finished floor to meet variation criteria. Fill low spots, cracks, joints, holes, and other defects with subfloor filler. B. Apply, trowel, and float filler to leave a smooth, flat, hard surface. C. Prohibit traffic from area until filler is cured. D. Vacuum clean substrate. RESILIENT FLOORING 09650 - 3 3.3 INSTALLATION - TILE MATERIAL A. Install in accordance with manufacturers' instructions. B. Mix vinyl tile from container to ensure shade variations are consistent. C. Spread only enough adhesive to permit installation of materials before initial set. D. Set flooring in place, press with heavy roller to attain full adhesion. E. Lay flooring with joints and seams parallel to building lines to produce minimum number of seams. F. Install tile with pattern grain alternating with adjacent unit to produce basket weave pattern. Allow minimum 1/2 full size tile wid'at room or area perimeter. G. Install sheet flooring to eliminate seams. H. Terminate flooring at centerline of door openings where adjacent floor finish is dissimilar. I. Install edge strips at unprotected or exposed edges, and where flooring terminates. J. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances.to produce tight joints. 3.4 INSTALLATION - BASE MATERIAL A. Fit joints tight and vertical. Maintain minimum measurement of 18 inches between joints. B. Miter internal corners. At external corners, C. Install base on solid backing. Bond tight to wall and floor surfaces. D. Scribe and fit to door frames and other interruptions. 3.5 PROTECTION A. Prohibit traffic on floor finish for 48 hours after installation. 3`.6 CLEANING A. Remove excess adhesive from floor, base, and wall surfaces without damage. RESILIENT FLOORING 09650 - 4 r- B. Clean, seal, and wax floor surfaces in accordance with manufacturer's instructions. END OF SECTION RESILIENT FLOORING 09650 - 5 SECTION 09688 CARPET AND BASE PART 1 GENERAL 1.1 SECTION INCLUDES A. Carpeting. B. Base finish. C. Accessories. 1.2 RELATED SECTIONS A. Section 08210 Wood Doors, Hollow Metal Frames, Hardware. 1.3 REFERENCES A. ANSI/ASTM E648 - Critical Radiant Flux of. F1oor.Covering Systems Using a Radiant Heat Energy Source. B. ASTM E84 - Surface Burning Characteristics of Building Materials. C. FS DDD-C-95 - Carpets and Rugs, Wool, Nylon, Acrylic, Modacrylic, D. FS DDD-C-0095 - Carpet and Rugs, Wool, Nylon, Acrylic, Modacrylic, Polyester, Polypropylene. E. FS DDD-C-1559 - Carpet, Loop, Low Pile Height, High Density, Woven or Tufted with Attached Cushioning. F. FS SS-W-40 - Wall Base: Rubber and Vinyl Plastic. 1.4 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01340. B. Indicate seaming plan, method of joining seams, and direction of carpet. C'. Provide product data on specified products, describing physical characteristics; sizes, patterns, color, and method of installation. D. Submit samples under provisions of Section 01340. E. Submit manufacturer's installation instructions under provisions of Section 01340. CARPET AND BASE 09688 - 1 1.5 QUALITY ASSURANCE A. Manufacturer: Company specializing in carpet with three years minimum experience. B. Installer: Company with three years minimum experience and approved by manufacturer. 1.6 ENVIRONMENTAL REQUIREMENTS A. Store materials for three days prior to installation in area of installation to achieve temperature stability. B. Maintain minimum 70 degrees F (21 degrees C) ambient temperature three days prior to, during, and 24 hours after installation of materials. PART 2 PRODUCTS 2.1 'MANUFACTURERS A. New.parpet shall be equal to Mohawk "Supertron." B. New base shall be equal to Roppe. C. Substitutions: Under provisions of Section 01600 2.2 MATERIALS A. Carpet: New carpet shall be Mohak "Supertron," color to be selected. B. Base: Rubber base, color to be selected. 2.3 ACCESSORIES A. Sub -Floor Filler: Type recommended by carpet manufacturer. B. Primers and Adhesives: Waterproof; of types recommended by carpet and base manufacturer. C. Carpet Pad: None, carpet shall be direct gluedown. PART 3 EXECUTION r 3.1- EXAMINATION A. Verify that substrate surfaces are smooth and flat with maximum *-• variation of 1/8 inch in 10 ft and are ready to receive work. CARPET AND BASE 09688 - 2 B. Beginning of installation means acceptance of existing substrate and site conditions. 3.2 PREPARATION A. Remove sub -floor ridges and bumps. Fill low. spots, cracks, joints, holes, and other defects with sub -floor filler. B. Apply, trowel, and float filler to leave smooth, flat, hard surface. C, Prohibit traffic until filler is cured. D. Vacuum floor surface. E. Utility access holes in .floor are to be covered with a rigid material that allows future access. 3.3 INSTALLATION A. Apply carpet in accordance with manufacturers' instructions over acceptable carpet pad. B. Lay.o.ut rolls of carpet for approval. C. Verify carpet match before cutting to ensure minimal variation between dye lots. D. Double cut carpet; to allow intended seam and pattern match. Make cuts straight, true, and unfrayed. E. Locate seams in area of least traffic. F. Fit seams straight, not crowded or peaked, free of gaps. G. Lay carpet on floors with run of pile in same direction as anticipated traffic. H. Do not change run of pile in any room where carpet is continuous through a wall opening into another room. Locate change of run between rooms under door centerline. I. Cut and fit carpet around interruptions. J. Fit carpet tight to intersection with vertical surfaces without .gaps• K. Fit base to match wall intersections. 3.4 CLEANING A. Remove access adhesive from floor, base, and wall surfaces without damage. CARPET AND BASE 09688 - 3 B. Clean and vacuum carpet surfaces. 3.5 PROTECTION A. Prohibit traffic from carpet areas for 24 hours after installation. END OF SECTION CARPET AND BASE 09688 - 4 SECTION 09900 PAINTING PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 WORK INCLUDED A. Surface preparation. B. 'Surface finish schedule. 1.3 RELATED WORK A. Section 05500 - Metal Fabrications: Shop primed items. B. Section 08210 - Wood Doors, Hollow Metal Frames, Hardware. C., Section 09250 - Gypsum Board Systems. 1.4 REFERENCES A. ANSI/ASTM D16 - Definitions of Terms Relating to Paint, Varnish, Laquer, and Related Products. B. ASTM D2016 - Test'Method for Moisture Content of Wood. 1.5 DEFINITIONS A. Conform to ANSI/ASTM D16 for interpretation of terms used in this Section. 1.6 QUALITY ASSURANCE A. Product Manufacturer: Company specializing in manufacturing quality paint and finish products with five years experience. B. Applicator: Company specializing in commercial painting and finishing with three years documented experience. 1.1 SUBMITTALS A. Provide product data on all finishing products. B. Submit samples under provisions of Section 01340. PAINTING 09900 - 1 C. Submit two samples 6 x 6 inch in size illustrating range of colors and textures available for each surface finishing product scheduled, after color selection. D. Submit manufacturer's application instructions under provisions of Section 01340. 1.8 FIELD SAMPLES A. Provide one field sample panel, 12 inches long by.12 inches wide, illustrating special texture, and finish. B. Accepted sample, may not remain as part of the Work. 1.9 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Deliver products to site in sealed and labelled containers; inspect to verify acceptance. D. Container labelling to include manufacturer's name, type of paint, brand name, brand code, coverage, surface preparation, drying time, cleanup, color designation, and instructions for mixing and reducing. E. Store paint materials at minimum ambient temperature of 45 degrees F (7 degrees C) and a maximum of 90 degrees F (32 degrees C), in well ventilated area, unless required otherwise by manufacturer's instructions. F. Take precautionary measures to prevent fire hazards and spontaneous combustion. 1.10 ENVIRONMENTAL REQUIREMENTS ,A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 55 degrees F for 24 hours before, during, and 48 hours after application of finishes, unless required otherwise by manufacturer's instructions. B. Do not apply exterior coatings during rain or snow, or when relative humidity is above 50 percent, unless required otherwise by manufacturer's instructions. C. Minimum Application Temperatures for Latex Paints: 55 degrees F for interiors; 65 degrees F for exterior; unless required otherwise by manufacturer's instructions, PAINTING 09900 - 2 D. Minimum Application Temperature for Varnish Finishes:.65 degrees F for interior or. exterior, unless required otherwise by manufacturer's instructions. E. Provide lighting level of 50 ft candles measured mid -height at substrate surface. 1.11 EXTRA STOCK A. Provide a minimum of two gallons of each color and surface texture to Owner. B. Label each container with color, texture, and room locations in addition to the manufacturer's label. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS - PAINT A. Sherwin-Williams Company. B. Glidden Coatings and Resins Division of SCM Corporation. C. PPG Industries, Inc. Coatings and Resins Division. D. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS A. Coatings: Ready mixed, except field catalyzed coatings. Process pigments to a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating. B. Coatings: Good flow and brushing properties; capable of drying or curing free of streaks or sags. C. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes specified, of commercial quality. 2.3; FINISHES A. Refer to schedule at end of Section for surface finish schedule. PART 3 EXECUTION " 3.1 INSPECTION A. Verify that surfaces are ready to receive work as instructed by the product manufacturer. PAINTING 09900 - 3 B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially, affect proper application. C. Measure moisture content of surfaces using an electronic moisture "-" meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Plaster and Gypsum Wallboard: 12 percent. 2. Masonry, Concrete, and Concrete Unit Masonry: 12 percent. 3. Interior Located Wood: 15 percent, measured in accordance with ASTM D2016. D. Beginning of installation means acceptance of existing surfaces. 3.2 PREPARATION A. Remove electrical plates, hardware, light fixture trim, and fittings prior to preparing surfaces or finishing. B. Correct minor defects and clean surfaces which affect work of this Section. C. Shellac and seal marks which may bleed through surface finishes. D. Impervious Surfaces: Remove mildew by.scrubbing with solution of tri-sodium phosphate and bleach. -Rinse with clean water and allow surface to dry. E. Gypsum. Board Surfaces: Latex fill minor defects. Spot prime defects after repair. F. Galvanized Surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer. G. Plaster Surfaces: Fill hairline cracks, small holes, and imperfections with latex patching plaster. Make smooth and flush with adjacent surfaces. Wash and neutralize high alkali surfaces. H. Uncoated Steel and Iron Surfaces: Remove grease, scale, dirt, and rust. Where heavy coatings of scale are evident, remove by wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are -similarly cleaned. Spot prime paint after repairs. I. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Prime metal items including shop primed items. J. Interior Wood Items Scheduled to Receive Finish: Wipe off dust and grit prior to priming. Seal knots, pitch streaks, and sappy PAINTING 09900 - 4 sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats. K. Hollow Metal Doors Scheduled for Painting: Seal top and 'bottom edges with primer. 3.3 PROTECTION A. Protect elements surrounding the work of this Section from damage or disfiguration. B. Repair damage to other surfaces caused by work of this Section. C. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from disfiguring other surfaces. D. Remove empty paint containers from site. 3.4 APPLICATON A. Apply products in accordance with manufacturer's instructions. B.. Do not apply finishes to surfaces that are not dry. C. Apply each coat to uniform finish. D. Apply each coat of paint slightly darker than proceeding coat unless otherwise approved. E. Sand lightly between coats to achieve required finish. F. Allow applied coat to dry before next coat is applied. G. Where clear finishes are required, tint fillers to match wood. Work fillers into the. grain before set. Wipe excess from surface. H. Prime back surfaces of interior and exterior woodwork with primer paint. I. Prime back surfaces of interior woodwork scheduled to receive stain or varnish finish with gloss varnish reduced 25 percent with mineral spirits. 3.5 FINISHING MECHANICAL'AND ELECTRICAL EQUIPMENT A. Refer to Section 15 and Section 16 for schedule of color coding and identification banding of equipment, ductwork, piping, and conduit. B. Paint shop primed equipment. PAINTING 09900 - 5 C. Prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and supports, and except where items are prefinished. D. Replace identification markings on mechanical or electrical equipment when painted accidently. E. Paint interior surfaces of air ducts, that are visible through grilles and louvers with one coat of flat black paint, to limit of sight line. Paint dampers exposed behind louvers, and grilles, to match face panels. F. Paint exposed conduit and electrical equipment occurring in finished areas. G. Paint both sides and edges of plywood backboards for electrical and telephone equipment before installing equipment. H. Color code equipment, piping, conduit, and exposed ductwork in accordance with requirements indicated. Color band and identify as required. I. Replace electrical plates, hardware, light fixture trim, and fittings removed prior to finishing. 3,6 CLEANING A. As Work proceeds, promptly remove paint where spilled, splashed, or spattered. "^ B. During progress of Work maintain premises free of unnecessary accumulation of tools, equipment, surplus materials, and debris. C. Collect cotton waste, cloths, and material which may constitute a fire hazard, place in closed metal containers and remove daily from site. 3.7 SCHEDULE - SHOP PRIMED ITEMS FOR SITE FINISHING A. Metal Fabrications (Section 05500). 3.8 SCHEDULE = OF PAINTING A. The kinds and brands of paint and number of coats required on the various surfaces shall be those listed below. The types of paint are identified with Sherwin-Williams Company numbers. p.- B. Interior Metal 1. First Coat: SW Zinc Chromate Primer 2. Second Coat: SW ProMar 200 Alkyd Semi -Gloss Enamel 3. Third Coat: SW ProMar 200 Alkyd Semi -Gloss Enamel ., PAINTING 09900 - 6 C. Interior Wood 1. First Coat: SW proMar 200 Wall Primer 2. Second Coat: SW ProMar 200 Latex Semi -Gloss Enamel 3. Third Coat: SW proMar 200 Latex Semi -Gloss Enamel D. Interior Drywall and Plaster Ceilings 1. First Coat:. SW ProMar 200 Wall Primer 2. Second Coat: SW ProMar 200 Latex Flat Wall Paint 3. Third Coat: SW ProMar 200 Latex Flat Wall Paint E. Interior Drywall and Plaster Walls 1. First Coat: SW ProMar 200 Wall Primer 2. Second Coat: SW ProMar 200 Latex Semi -Gloss Enamel 3. Third Coat: SW ProMar 200 Latex Semi -Gloss Enamel F. Interior Drywall and Plaster Walls 1. First Coat: SW ProMar 200 Wall Primer 2. ;'Second Coat: SW ProMar 200 Latex Gloss Enamel 3. ;''Third Coat: SW ProMar 200 Latex Gloss Enamel G. Exterior Galvanized Metal 1. First Coat: SW Galvite B50 W3. 2. `'Second Coat: SW SWP Gloss House and Trim 3. `Third Coat: SW SWP Gloss House and Trim H. Exterior Stucco and Concrete 1. First Coat: SW A-100 Flat Latex House and Trim 2. Second Coat: SW A-100 Flat Latex House and Trim .3. Third Coat: SW A-100 Flat Latex House and Trim END OF SECTION PAINTING 09900 - 7 SECTION 10160 METAL TOILET PARTITIONS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary Conditions and Division l - General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Metal toilet compartments, floor mounted. B. Metal toilet doors, wall mounted. 1.3 RELATED SECTIONS A. Section 06100 - Wood Blocking: In wall framing and plates for partition panel support. r B. Section 10800 - Toilet Accessories. .1.4 REFERENCES A. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. B. ANSI/ASTM A526 - Steel Sheet, Zinc -Coated (Galvanized) by the Hot -Dip Process, Commercial Quality. C. ASTM A167 - Stainless and Heat Resisting Chromium -Nickel Steel Plate, Sheet and Strip. D. FS RR-P-1352 - Partitions, Toilet, Complete. 1.5 SUBMITTALS A. Shop Drawings and Product Data 1. Indicate on shop drawings, partition plan and elevation views, r.. dimensions, details of wall supports and door swings. 2. Provide product data on panel construction, hardware and accessories. 3. Submit manufacturer's standard printed installation instructions. B. Samples 1. Submit four samples 6 x 6 inches in size illustrating panel finish, color, and sheen. METAL TOILET PARTITIONS 10160 - 1 PART 2 PRODUCTS 2.1 MATERIALS A. Sheet Steel: ANSI/ASTM A526, with G90-zinc coating. ASTM A167, Type 304 stainless steel. B. Head Rails: Hollow aluminum tube, 1 x 1-5/8 inch size, with anti -grip profile and cast socket wall brackets. C. Attachments, Screws, and Bolts: Stainless steel; tamper proof type; heavy duty extruded aluminum brackets. D. Hardware: Chrome plated non-ferrous cast pivot hinges, gravity type, adjustable for door close positioning; nylon bearings; thumb turn door latch; door strike and keeper with rubber bumper; cast alloy chrome plated coat hook and bumper. 2.2 FABRICATION A. Fabricate partitions in accordance with FS RR-P-1352. B. Fabricate components of steel sheet as follows: 1. Panel and Door Faces: 20 gage. 2. Pilaster Faces: 18 gage. C. Reinforcement: 12 gage. D. Doors and Panels: One inch thick x 24 inches wide x 58 inches high, sheet steel face,. pressure bonded to sound deadening core; 32 inch wide door, swinging out on stalls for handicapped use. E. Pilasters: 1-1/4 inch thick, constructed same as doors, of sizes required to suit cubicle width and spacing. F. Pilaster Shoes: Formed ASTM A167 Type 304.stainless steel with No. 4 finish. G. Doors, Panels, and Pilasters: Form and close edges, miter and weld corners, grind smooth. H. Internal Reinforcement: Provide in areas of attached hardware and fittings. Mark locations of reinforcement for partition mounted washroom accessories. 2.3 FACTORY FINISHING A. Clean, degrease, and neutralize panels METAL TOILET PARTITIONS 10160 - 2 r-, B. Follow with a phosphatizing treatment, prime coat and two finish coats baked enamel of colors as scheduled. PART 3 EXECUTION r" 3.1 EXAMINATION A. Verify that site conditions are ready to receive work and opening dimensions are as indicated on shop drawings. B. Verify correct spacing of plumbing fixtures. C. Verify correct location of built-in framing, anchorage, and bracing, where required. D. Beginning of installation means acceptance of existing surfaces and substrate. 3.2 INSTALLATION A. Install partitions secure, plumb, and level in accordance with manufacturers' instructions. B. Maintain 3/8 to 1/2 inch space between wall and panels and between wall and end pilasters. C. Attach panel brackets securely to walls using anchor devices. D. Attach panels and pilasters to bracket with through sleeve tamperproof bolts and nuts. Locate headrail joints at pilaster center lines. E. Provide adjustment for floor variations with screw jack through steel saddles integral with pilaster. Conceal floor fastenings with pilaster shoes. F. Support pilasters from built-in framing using two adjustable hanging studs providing vertical leveling. G. Equip each door with two'hinges, one door latch, and one coat hook and bumper. H. Install door strike and keeper with door bumper on each pilaster. in alignment with door latch. I. Adjust hinges to locate doors in partial opening position when '^ unlatched. Return outswing doors to close position. METAL TOILET PARTITIONS 10160 - 3 3.3 ADJUSTING A. Adjust and align hardware to uniform clearance at vertical edge of doors, not exceeding 3/16 inch. 3.4 CLEANING A. Remove protective maskings. Clean surfaces. B. Field touch-up of scratches or damaged enamel finish will not be permitted. C. Replace damaged or scratched materials and with new materials. END OF SECTION METAL TOILET PARTITIONS 10160 - 4 SECTION 10441 PLASTIC SIGNS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements, apply to work of this Section. 1.2 SECTION INCLUDES A. Engraved plastic signs for doors listed herein. B. Double sided tape for attachment. 1.3 RELATED SECTIONS A. Section 08210: Wood Doors, Hollow Metal Frames, Hardware. 1.4 SUBMITTALS A. Submit shop drawings under provisions of Section 01340. B. Submit shop drawings listing sign styles, lettering and.locations, and overall dimensions of each engraved sign. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Package signs, labelled in name groups. D. Store adhesive tape at ambient room temperatures. 1.6 ENVIRONMENTAL REQUIREMENTS ` A. Do not install signs when ambient temperature is below 70 degrees F"''(21 degrees C). Maintain this minimum during and .after installation of signs. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Andco Industries Corporation. PLASTIC SIGNS 10441 - 1 B. ASI Sign Systems, Inc. C. Best Manufacturing. D. Substitutions: Under provisions of Section 01600. 2.2 TYPE - TOILET IDENTIFICATION 1. Signs shall be equal to Andco 1400 Series with adhesive attachment for mounting. 2. Frame: None. 3. Sign Components: 1/16" thick opaque acrylic engraving stock, maximum vertical sign dimension in 2 inches. 4. Face Color: To be selected from manufacturer's standard line of colors. 5. Core Color: White. 6. Radius Corners: 3/4 inch. 2.3 TYPE - HANDICAP ACCESSIBLE IDENTIFICATION A. International handicap emblem, 6 inches x 6 inches maximum. One sign for each toilet door listed. B. Face color: blue. C. Core color: white. D. Radius corners 2.4 LETTERING A. Size and Style: 3/4 inch high upper case Helvetica medium B. Colors: White. C. Copy Position: Centered 2.5 ACCESSORIES A. Tape Adhesive: Double sided tape, permanent adhesive. PLASTIC SIGNS 10441 2 PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive work. B. Beginning of installation means installer accepts existing surfaces. 3.2 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install signs after doors are finished, in locations scheduled. C. Center sign on door, level. D. Clean and polish. E. Insca11 room identification signs 66" above finish floor. Handicap emblem is to be mounted 1/2 below and centered. 3.3 SCHEDULES A. Door' No. 8 1. 'WOMEN 2. .Handicap Emblem B. Door No. 9 1. MEN 2. Handicap Emblem END OF SECTION PLASTIC SIGNS 10441 - 3 SECTION 10800 TOILET ACCESSORIES PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Toilet accessories. B. Attachment hardware. 1.3 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Section 09250 - Gypsum Drywall Construction: Installation of backing plate reinforcement. 1.4 RELATED SECTIONS A. Section 09250 - Gypsum Drywall Construction In wall framing and plates for support of accessories. 1.5 REFERENCES A. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible To and Usable by Physically Handicapped People. B. ANSI/ASTM A123 - Zinc (Hot -Dip Galvanized) Coatings on Products Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates, Bars and Strips. C. ANSI/ASTM A366 - Steel, Carbon, Cold -Rolled Sheet, Commercial Quality. D. ANSI/ASTM A386 - Zinc Coating (Hot -Dip) on Assembled Steel Products. E. ANSI/ASTM B456 - Electrodeposited Coatings of Copper Plus Nickel Plus Chromium and Nickel Plus'Chromium. F. ASTM A167 - Stainless and Heat -Resisting Chromium -Nickel Steel Plate, Sheet and Strip. G. ASTM A269 - Seamless and Welded Austenitic Stainless Steel Tubing for General Service. TOILET ACCESSORIES 10800 - 1 H. NEMA LD-3 - High Pressure Decorative Laminates. 1.6 SUBMITTALS A. Provide product data on accessories describing size, finish, details of function, attachment methods. B. Submit manufacturer's installation. instructions under provisions of Section 01340. 1.7 REGULATORY REQUIREMENTS r., A. Conform to applicable code for installing work in conformance with ANSI A117.1. 1.8 SEQUENCING AND SCHEDULING A. Coordinate the work of this Section with the placement of internal wall.'reinforcement and reinforcement of toilet partitions to receive anchor attachments- PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. McKinney/Parker Washroom Accessories B. The Bobrick Company C. Bradley Corporation D. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS A. Sheet Steel: ANSI/ASTM A366. B. Stainless Steel Sheet: ASTM A167, Type 304. C. Tubing: ASTM A269, stainless steel. D. Adhesive: Contact type, waterproof. E. Fasteners, Screws, and Bolts: Hot dip galvanized tamperproof. F. Expansion Shields: Fiber, lead, or rubber as recommended by accessory manufacturer for component and substrate. G. All accessories shall match the City of Lubbock standard accessories. New accessories shall accept all paper products, TOILET ACCESSORIES 10800 - 2 soaps, and miscellaneous items currently being supplied to the City of Lubbock. Notify architect if scheduled model number does not comply. 2.3 FABRICATION A. Weld and grind smooth joints of fabricated components. B. Form exposed surfaces from single sheet of stock, free of joints. C. Form surfaces flat without distortion. Maintain flat surfaces without scratches or dents. D. Back paint components where contact is made with building finishes to prevent electrolysis. E. Shop assemble components and package complete with anchors and fittings. F. Provide steel anchor plates, adapters, and anchor components for installation. G. Hot•Idip galvanize exposed and painted ferrous metal and fastening devices. 2.4 FACTORYFINISHING A. Shop Primed Ferrous Metals: •Pretreat and clean, spray apply one coat primer and bake. B. Stainless Steel: .18 gauge type 304 satin finish. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that site conditions are ready to receive work and dimensions are as instructed by the manufacturer. B. Beginning of installation means acceptance of existing conditions. 3.2 PREPARATION A. Deliver inserts and rough -in frames to site at appropriate time for building -in. B. Provide templates and rough -in measurements as required. C. Verify exact location of accessories for installation. TOILET ACCESSORIES 10800 - 3 R-, 3.3 INSTALLATION A. Install fixtures, accessories and items in accordance with manufacturers` instructions. B. Install plumb and level, securely and rigidly anchored to substrate. 3.4 TOILET ACCESSORY SCHEDULE MEN 103 1 EA T.P. HOLDER 824 X TRS MCKINNEY 2 EA GRAB BARS 9604F 42 X 9692 MCKINNEY 1 EA TOWEL DISPENSER 611 MCKINNEY WOMEN 105 l EA T.P. HOLDER 824 X TRS MCKINNEY 1 EA T.P. HOLDER 814 X TRS MCKINNEY 2 EA GRAB BARS 9604F 42 X 9692 MCKINNEY 1 EA TOWEL DISPENSER 611 MCKINNEY END OF SECTION TOILET ACCESSORIES 10800 - 4 SECTION 12512 HORIZONTAL LOUVER BLINDS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions,. Supplementary General Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Horizontal slat louver blinds. B. Operating hardware. 1.3 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Section 08700 - Finish Hardware: Installation of wall opening head support brackets. 1.4 RELATED SECTIONS A. Section 06114 - Wood Blocking and Curbing: Wall opening head support blocking. B. Section 08512 - Glass and Glazing: Window framing and interior reveals. 1.5 REFERENCES A. FS AA-V-00200 - Venetian Blinds. 1.6 SYSTEM DESCRIPTION A. Horizontal metal slat louver blinds installed at window openings, manual control of .raising and lowering by cord; blade angle adjustable by control wand. 1. SUBMITTALS A. Submit shop drawings under provisions of Section 01340. B. Submit'shop drawings indicating opening sizes, tolerances required, installation of blind at window opening, method of attachment, clearances, and operation. C. Submit product data under provisions of Section 01340. D. Submit product data indicating physical and dimensional HORIZONTAL LOUVER BLINDS 12512 - 1 characteristics and operating features. E. Submit samples under provisions of Section 01340. F. Submit two samples 6 inches long illustrating slat materials and finish, color, rod type and color. G. Submit manufacturer's installation instructions under provisions of Section 01340. 1.8 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this Section with three years documented experience. 1.9 FIELD SAMPLES . A. Provide samples under provisions of Section 01340. B. Construct a field sample panel, 2 feet long by 2 feet wide, illustrating complete blind assembly with operable hardware and accessories. -. C. Provide field sample after submitted shop drawings are approved. D. Locate where directed. E. If accepted, field sample will demonstrate minimum standard for the Work. Field sample may not remain as part of the Work. 1.10 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600., B. Deliver blinds wrapped and crated in a manner to prevent damage to components or marring of surfaces. C. Store and protect products under provisions of Section 01.•600. D. Store in a clean, dry area, laid flat and blocked off ground to *— prevent sagging, twisting, or warping. 1.11 EXTRA MATERIALS A. Furnish ten additional slats of each color or style selected under provisions of Section 01700. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Levolor. HORIZONTAL LOWER BLINDS 12512 - 2 B. Graber. C. Bali. D. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS A. -Louver Slats: One inch wide; 0.011 inch thick spring tempered prefinished aluminum steel horizontal slats, with manufacturing burrs removed; radiused slat corners. Color as selected. B. Slat Support: Woven polypropylene, ladder configuration. C. Head Rail Housing: Prefinished, formed aluminum box, internally fitted with hardware, pulleys and bearings for blind operation. D. Cord,;: Braided, polyester, continuous loop, free end. E. Control Wand: Extruded hollow plastic, round shape, removable type, length of window opening height less 12 inches. F. Heact.':Support Bracket: Overhead head rail housing attachment, provided to Section 08700 for installation. G. Accessory Hardware: Type recommended by blind manufacturer. 2.3 FACTORY FINISHING A. B1ind.Slat and Head Rail Housing: Color as selected. B. Control Wand: As selected. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive the work. B. Do not commence fabrication until field measurements are confirmed. C. Ensure structural supports are correctly placed. D. Beginning of installation means installer accepts existing surfaces. 3.2 INSTALLATION A. Install blinds in accordance with manufacturer's instructions. B. Secure in place with concealed fasteners. HORIZONTAL LOUVER BLINDS 12512 - 3 r-- 3.3 TOLERANCES A. Maximum Variation of Gap at Window Opening Perimeter: 1/4 inch, B. Maximum Offset From Level: 1/8 inch. 3.4 ADJUSTING A. Adjust work under provisions of Section 01400. B. Adjust blinds for smooth operation. 3.5 CLEANING A. Clean work under provisions of 01700. 3.6 SCHEDULE Nominal Opening Location of Windows Size in inches Color A. Main Floor 96 wide x 36 high Selected by Architect B. Clerestory Level. 27'-0" wide x Selected by 48" high approx. Architect 23'-0" wide x 48" high approx. C. Contractor to field verify all dimensions prior to submitting material for approval. END OF SECTION HORIZONTAL LOUVER BLINDS 12512 - 4 SECTION 15000 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL PART 1 GENERAL 1.1 CHECKING DOCUMENTS, A. 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. 1.2 GENERAL A. 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 is to be excepted where the drawings or conditions at the building necessitate deviating from these standards. B. All conduit for the electrical trades shall be concealed in chases in finished areas,. except as indicated on the drawings. Horizontal lines run in areas that have ceilings shall be run concealed in those ceilings, unless otherwise specifically indicated or directed. C. Conduits 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 D. 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. E. 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. All concealed lines shall be installed as required by the pace of the general construction to precede that general construction. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 115000-1 F. 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 equipment to be installed, and thereby to provide an integrated, satisfactorily operating installation. G. 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 (within 10 feet of location shown on drawings) or after installation if an obvious conflict.exists, without additional cost to the Owner. ^ H. The mechanical plans do not give exact locations of fixtures. 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_ ^ J. 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. 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. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-2 K. 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. L. 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. M. The Contractor shall distinctly understand that the work describedherein 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. N. 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", "P" or "E" drawings, he shall notify the Architect in sufficient time to clarify before bidding. If no notification is received, the Contractor is assumed to require no clarification, and shall install the work as indicated on the General Plans in accordance with the specifications. 1.3 DIMENSIONS A. 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. 1.4 INSPECTION OF SITE A. 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. GENERAL. PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-3 1.5 ELECTRICAL WIRING A. All electric wiring of every character, both for power supply, for pilot and control, for communications, etc. will be done under Division 16 of these specifications. B. 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. r. 1.6 MANUFACTURER'S DIRECTIONS A. All manufactured articles shall be applied, installed and handled,as recommended by the manufacturer. r- 1.7 MATERIAL'S AND WORKMANSHIP A. 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. B. Wherever the make of material or apparatus required is not definitely specified, the Contractor shall submit a sample to the Architect before proceeding. C. 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 it is deemed that an evaluation of the two materials may be better made.by visual inspection. This shall be limited to lighting fixtures, wiring devices, plumbing brass, grilles, registers, and similar items and shall not be applicable to major manufacturers' items of equipment. D. The Contractor shall be responsible for transportation of his materials to and on the job, and shall be responsible for the storage and protection of these materials and work until the }'^ final acceptance of the job. E. 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. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-4 F. The workmanship shall in all respects be of the highest grade and all construction shall be done according to the best practice of the trade. 1.8 SUBSTITUTION OF MATERIAL A. 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. B. The Contractor shall submit for approval a complete list of the materials he proposes to use. This list shall give manufacturers' names and designations corresponding to each and every J tem and the submission shall be accompanied by complete descriptive literature and/or any supplementary data, drawings, etc.,:,necessary to give full and complete details. C. 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. 1.9 SHOP DRAWINGS A. 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 charges in connection with this, they shall be borne by the Contractor. B. 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 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-5 r-. confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of all trades and the satisfactory performance of his work. C. Shop drawings submitted shall not consist of manufacturers' 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. D. 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. D. 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 the Contractor from furnishing and erecting same. 1.10 LAWS,.CODES AND ORDINANCES A. 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, approved and, on completion of the work, the Contractor shall obtain and deliver to the Owner a final certificate of acceptance. 1.11 TERMINOLOGY A. 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. B. 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. C. The use of the word "shall" conveys a mandatory condition to the contract. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-6 D. "This section" always refers to the section in which the statement occurs. E. "The project" includes all work in progress during the construction period. F. "Concealed" areas are those areas which cannot be seen by the building occupants from the floor with all building components in place. "Exposed" areas are all areas which are exposed.to view by the building occupants, including mechanical rooms. G. 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. 1.12 SALVAGE MATERIALS A. All presently installed materials including pipes, valves, fittings, fixtures, conduits, wires, wiring devices, etc. that are not to be reused shall be removed by the Contractor under the section in which the particular items normally fall whenever they can be taken out of service. When the work is complete, there shall be no "dead" lines left installed in any portion of the area being remodeled, which shall include any temporary connections.All materials shall become the property of the contractor and removed from the site. 1.14 ROUGH -IN AND MAKE FINAL CONNECTION FOR EQUIPMENT A. The shop drawings for all equipment are hereby made a part of these specifications. The Contractor under each section of the specifications shall rough -in for the exact item to be furnished on the job, whether in another section of the specifications or by the Owner. The Contractor shall refer to all drawings and other sections of the specifications for the scope of work involved for the new equipment, and by actual site examination determine the scope of the required equipment connections for the Owner furnished equipment. B. Should any of the equipment furnished require connections of a naturedifferent from that shown on the drawings, report the matter to the Architect and finally connect as directed by the Architect. C. Should any shop drawings not be available for equipment furnishe& under other contracts or by the Owner, the Contractor under each section of these specifications shall bid the work as detailed on the drawings. D. Minor differences in the equipment furnished and that indicated on the drawings will not constitute ground for additional payment to the Contractor. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-7 1.15 GUARANTEE A. 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. END OF SECTION GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-8 r- SECTION 15200 PIPING AND ACCESSORIES PART 1 GENERAL 1.1 NOTE A. Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. 1.2 SUBMITTALS A. Submit manufacturer's data on all materials. 1.3 SCOPE PART 2 2.1 PART 3 A. This section of the specifications pertains to all labor, materials, equipment and service necessary for and incidental to thel''piping and accessories as shown on the drawings and/or specified herein. PRODUCTS= MATERIALS A. All materials shall be manufactured or fabricated in the United States of America. B. Materials shall conform to the listed standards. Refer to specific sections for materials to be used under that section. The following tabulation is for reference only to identify the applicable standard. Cast Iron Soil Pipe and Fittings No Hub Joints Copper Tubing Wrought Copper Solder Fittings EXECUTION 3.1 INSTALLATION OF PIPING SYSTEMS: ASTM A74, Class SV ASTM D3183 ASTM B75-76 ANSI B16.22 A. Install runs of piping essentially as indicated on the drawings and/or as required. The location, direction and size of the various lines are indicated on the drawings. B. Make up all systems straight and true and properly graded for correct flow of contained materials and to provide drainage. Cut pipes accurately to measurements established at the PIPING AND ACCESSORIES 15200-1 r-• building and work into place without forcing or springing. Except as required for specified grading, run all piping above ground parallel with the lines of the building. C. Make all changes in pipe sizes with reducing fittings. Use no long screws or bushings. D: Install and support piping systems with loops, bends, expansion joints and/or flexible connectors as required for flexibility, to accommodate expansion and contraction of piping due to temperature changes in the contained fluids and in the surrounding space, and to minimize the transmission of vibration to the building structure. E. Provide unions in the lines assembled with screwed and soldered fittings, at points of connection to equipment, and elsewhere as indicated or required to permit proper connections to be made, or to permit valves, equipment items, etc. to be removed. Provide unions also in welded lines at connections to equipment where flanges are not provided. Provide insulating unions where ferrous material joins non-ferrous material. F. In general, use listed materials in fabricating the various piping systems. The method of assembly may be varied only to meet special conditions where it is impossible to comply with the specified method of joining piping. Where special classes of piping are involved and are not listed, request exact instructions as to the class of material involved and the method of fabricating it before ordering materials. 3.2 FABRICATION OF PIPE JOINTS A. 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. B. 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 high temperature solid string or wire solder, 95% tin, 5% antimony, using non -corrosive paste flux of the proper type for all copper tubing.:Low-temperature solder such as 50/50 or 40/60 will not be permitted. 3.3 REPAIR OF LEAKS A. All leaks in piping systems shall be corrected as follows: PIPING AND ACCESSORIES 15200-2 6 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. B. When any defect is repaired, retest that section of the system. 3.4 ALIGNMENT AND GRADES A. General: All pipe shall be laid and maintained to the required lines and grades with fittings, valves, at the required locations. All pipe shall be installed straight and true to line. B. Deviations Occasioned by Other Structures: Whenever obstructions not shown 'on the plans are encountered during the progress of the work, the lines and/or grades shall be adjusted so to izot interfere with existing obstructions. END OF SECTION PIPING AND ACCESSORIES 15200-3 SECTION 15210 PLUMBING SYSTEMS PART 1 GENERAL 1.1 NOTE A. Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. 1.2 SUBMITTALS A. Submit manufacturer's data on all materials. .1.3 SCOPE A. 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. PART 2 PRODUCTS 2.1 MATERIALS A. Refer to Section "Piping and Accessories". �- B. Interior Sanitary Soil, Waste and Drain Lines: Except as otherwise specified or noted on the drawings, piping inside of, under and within 10'0" of the building or other structures ^, shall be bell and spigot, service weight cast iron soil pipe and fittings, each heavily coated at the factory with asphalts 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. C. Domestic Water Lines (Hot, Cold and Recirculating): All water lines underground or under slabs on grade shall be of Type K hard drawn copper tubing. All interior water lines shall be Type L hard drawn copper tubing. Where connections are made between copper tubing and cast iron pipe, use adapters. Copper tubing shall be assembled using solder -joint fittings. 2.2 PLUMBING FIXTURES .� A. The plate numbers on the drawings represent fixtures that will be acceptable on the job. Approved equal fixtures of Crane, American Standard, Eljer, and Kohler will be acceptable. PLUMBING SYSTEMS 15210-1 r:- 2.3 B. All exposed trim shall be chrome plated brass. This includes faucets,,fittings, stops, risers, strainers, tailpieces, traps, waste, escutcheons, flush valves, brackets, vacuum breakers, bolts, nuts and etc. C. All fixtures shall have wheelhandle stop valves. D. All fixtures shall be cleaned before final acceptance. E. Verify mounting height of each and every fixture before rough -in. F. 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. G. The Contractor shall verify all rough in heights before installation and shall secure a current ruling on heights of handicapped fixtures before rough in to insure that they meet the requirements of the parties having jurisdiction. PLUMBING FIXTURE SCHEDULE Water Closet WC'A' Bowl Flush valve Seat Water Closet WC'B' Bowl Flush valve Seat. Urinal U Fixture Flush Valve Eljer 111-1115 water saver, elongated bowl, siphon jet, standard 14-3/4" height, with flat bolt covers. Sloan Royal 113-3,.16" riser. Bemis 1955 SS/CH white solid plastic open front. Eljer 111-1245 water saver, elongated bowl, siphon jet, handicapped 18" height, with flat bolt covers. Sloan Royal 110-3, 11-1/2" riser. Bemis 1955 SS/CH white solid plastic open front. Eljer 161-1030 vitreous china, washout action, with chair carrier, and 3/4" top spud. Sloan Royal 186 PLUMBING SYSTEMS 15210-2 Lavatory L Fixture Eljer 051-3324 vitreous china 20" x 17" self rim, with 4" drillings. Supply 557-1122, single Chrome lever. handle and aerator. Tailpiece 803-0530 offset tailpiece and perforated strainer. P-trap 804-1180 with tubing waste and escutcheon. Stops, risers 802-0320 with flexible chrome risers and wheel handle stops. Electric Water Cooler EWC Fixture Elkay EHF-8 to with stainless steel receptor and backsplash, , push -bar front, standard color. P-trap Eljer 804-1180 with tubing waste and escutcheon. Stop Eljer 802-0320 with flexible chrome riser and wheel handle stop. END OF SECTION PLUMBING SYSTEMS 15210-3 SECTION 15260 REFRIGERANT PIPING SYSTEM PART 1 GENERAL 1.1 NOTE A. Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. 1.2 SUBMITTAL A. Submit manufacturer's data on all materials. 1.3 SCOPE A. Furnish and install the necessary refrigerant lines, fittings, refrigerant controls, etc. to properly reconnect the new evaporator. PART 2 MATERIALS 2.1 PIPING A. Refrigerant piping shall be Type L hard drawn copper tubing assembled with forged copper fittings. Joints shall be brazed "Sil-Fos" or with silver solder. 2.2 VALVES A 3 Provide an expansion valve in each refrigerant circuit. Where apparatus connections are threaded, provide forged I.P.S. to . copper adapters, making up threaded joints with litherage and glycerin. Expansion valves shall be thermostatic, or shall be pilot operated valves with thermoplastic expansion valves as pilots. Thermostatic expansion valves shall be of the replaceable cage type, diaphragm or bellows operated, with external equalizing connections and external superheat adjustment. r 2.3 INSULATION A. The refrigerant suction lines shall be insulated with 3/4" thick Armstrong "Armaflex "foamed plastic insulation threaded on the piping. Seal vapor tight. 2.4 REFRIGERANT A. When the refrigerant piping systems have been complete, the Contractor shall thoroughly purge the system with dry nitrogen test for leaks, make the systems tight, evacuate to 500 microns REFRIGERANT PIPING SYSTEM 15260-1 and fully charge them with Freon 'refrigerant. Upon completion of the operating tests, he shall replace any refrigerant lost during the test operations, and upon acceptance shall leave the systems fully charged. PART 3 EXECUTION 3.1 INSTALLATION OF SYSTEM A. Piping shall be adequately supported to prevent the transmission of vibration and noise into the building structure. All refrigerant piping shall run in a neat manner parallel to the building construction and shall be arranged with adequate clearance for the suction line insulation. Purge continuously with dry nitrogen while soldering. 3.2 TESTING A. All refrigerant piping shall be tested at 150 psi with dry nitrogen for 24 hours. Finally after charging, go over each installation with a halide torch. Correct all leaks. END OF SECTION REFRIGERANT PIPING SYSTEM 15260-2 SECTION 15500 EQUIPMENT PART 1 GENERAL 1.1 NOTE A. Conform with the applicable provisions of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. 1.2 SUBMITTALS A. Submit manufacturer's data'and shop drawings on all items specified. 1.3 SCOPE A. This section of the specifications pertains to all labor, .materials, equipment and service necessary for and incidental to the mechanical equipment as shown on the drawings and/or as specified herein. B. This section requires the furnishing of all equipment specified and/or shown on the drawings. Equipment referred to singularly shall mean each item, and the total number of items shown or specified shall be furnished. All equipment shall be manufactured in the USA. C. 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. D. This specification requires that all items of equipment be completely installed, finally connected, tested and placed in service. E. 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 EQUIPMENT 15500-1 PART 2 PRODUCTS 2.1 MOTORS A. Motors shall be high efficiency continuous duty squirrel cage type, 40 degree C ambient, dripproof or totally enclosed fan cooled as.required by exposure with a service factor of 1.15. Power factor shall be 85% or greater. Motors shall be equal to Gould E-Plus. 2.2 STARTERS A. Starters, except those furnished as an integral part of the equipment as specified herein, shall be furnished by the Contractor under Division 16. Coordinate exact starter requirements and details. 2.3 AIR UNITS. -LOW PRESSURE A. Air units shall be of the sectionalized, factory assembled standard catalogued low pressure type as manufactured by Carrier, Trane, Temtrol or McQuay. Refer to schedule on drawings. B. The sections which constitute the completed air conditioning unit shall each.be assembled at the factory in a sheet metal housing appropriately finished, and shipped as a unit. They shall be assembled on the job into complete units having physical and performance characteristics as detailed and scheduled, suitable for application at the static pressure indicated in the schedule. C. Each air unit shall be complete with the following components: D. Fan Casing: Fabricated. of heavy gage steel sheets bolted to structural framing and reinforcing members. E. Coil Casing: Fabricated of heavy gauge steel sheets bolted to structural framing and reinforcing members. F. Casing shall be gasketed.air tight and water tight. G. Units with welded tubular steel frames and bolted panels having equivalent strength will be considered. H. Drain pans shall have foamed in place plastic insulation. I. Fan: Forward curved class 1 AMCA rated, selected for maximum efficiency, delivery, static pressure, and BHP at the operating point. EQUIPMENT 15500-2 J. Fan curve shall indicate that operation is stable at 20 percent above and 20 percent below the selected RPM. Static efficiency at the selection point shall be 60 percent or more. K. Fan shaft shall be selected to operate at a speed 30% or more below its first critical speed. The. rotating assembly shall be statically and dynamically balanced. When the unit is running there shall be no visible deflection of any panel and no noise of metal to metal contact. If, in the judgement of the Architect, objectionable noise or vibration is observed, the units shall be aligned and dynamically balanced on the job by a factory mechanic to industrial tolerances, at no additional cost. `Balancing method and tolerances shall be approved by the Architect. Any detective component shall be replaced. L. Fan scrolls and wheels shall be designed as a unit with smooth belled inlet and adjustable cut-off. Fan wheel shall be keyed to the. shaft and shall be removable. M. Bearings shall be ball or roller type rated for 200,000 hour life °Bearing shall be bolted to structural bearing supports. Extend copper lube lines to a common convenient point. Each fan shaft shall have two bearings only. N. Motor and Drive: Motor shall be not less than the horsepower scheduled, 1750 RPM,,dripproof. Drive shall be selected for 120% of the maximum motor horsepower. Provide an adjustable drive, selected for the RPM of the fan with 10% adjustment above and below the selected speed. 0. The motor shall be installed on adjustable rails or cradle to permit belt tensioning and alignment.. Provide flexible conduit for wiring the motor. P. Provide a heavy belt guard for the belt drive, securely bolted to the unit casing, with 1"xl"xl/4" angles. Field fabrication is acceptable for guard brackets if not available from the manufacturer. Q. Cooling Coils: ARI certified direct expansion type with copper tubes and aluminum fins, mechanically bonded. R. Heating Coils: ARI certified, water tube type with copper tubes and aluminum fins, mechanically bonded. S. Insulation: Casings shall be internally insulated with 1" thick 3/4 lb. neoprene coated fiberglas. Drain pans shall be insulated with 1/2" thick foamed in place plastic insulation. T. Vibration Isolators: Spring type, with neoprene pad base, and stop. Static deflection shall be 211. EQUIPMENT 15500-3 U. Drain: Provide full size drain line to nearest floor drain and turn down. Drain shall have 6" deep p-trap. V. Filters: Furnish two sets of 2" thick, 30% efficient throwaway type equal to Farr 30/30 in a flat filter box. END OF SECTION EQUIPMENT. 15500-4 SECTION 15600 TESTING, ADJUSTING AND BALANCING MECHANICAL SYSTEMS PART 1. GENERAL 1.1 NOTE A. Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. 1.2 SCOPE A. This section of the specifications comprises the furnishing of all labor, materials, transportation, tools and appliances and in performing all operations in connection with the testing, balancing and adjusting of various systems and portions thereof to produce proper flows of air, correct setting of regulation devicas, and other end results as more fully described hereinafter. B. 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. C. Prepare and submit to the Architect complete reports on the balance and operation of the system. D. Make a total of three inspections within 90 days after occupancy of the building to insure that satisfactory conditions are being maintained throughout and to satisfy any unusual conditions. E. Make inspections in the building during the opposite season from that in which the initial adjustments were made and at those times make any necessary modifications to the initial adjustments required to produce optimum operation of the systemic components, to produce the proper conditions in each conditioned space. F. In all fan systems, the total air quantity indicated for each zone must be obtained. It shall be the obligation of the Contractor to furnish or revise fan drives and/or motors if necessary,.without cost to the Owner, to attain the specified air volumes, G. Before final acceptance is made, furnish the following data: 1. A listing.of the measured air quantities at each outlet. TESTING, ADJUSTING AND BALANCING MECHANICAL SYSTEMS 15600-1 2. Static pressure readings entering and leaving each supply fan, and other components of the system. These readings shall be related to fan curves in terms of CFM handled. 3. Motor current readings at each fan. The voltages at the time of the reading shall be listed. H. The above data shall be neatly entered on appropriate forms together with any typed supplements required to completely document all results. Written explanations of any abnormal conditions shall be included. All this shall be assembled into a suitable brochure and.a total of 4 copies shall be provided. .._ I. When opposite season modifications are made, additional data sheets indicating new settings, readings, etc., shall be prepared and submitted in quadruplicate. 1.3 INSTRUCTIONS A. During the test periods instruct the building operating personnel in the operation and maintenance of all equipment. B. Deliver to the Owner 3 complete instruction manuals covering �-- the maintenance and operation of the system components. Provide complete data on all equipment, including for each item a parts list, and the name and address of the vendor where replacement parts can be purchased. END OF SECTION TESTING, ADJUSTING AND BALANCING MECHANICAL SYSTEMS 15600-2 SECTION 16110 RACEWAYS AND FITTINGS PART 1 GENERAL 1.1 NOTE A. Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. 1.2 SUBMITTALS A. Submit manufacturer's data on all materials. 1.3 SCOPE A. The work shall include furnishing and installing all rigid steel and flexible metallic conduit, intermediate metallic conduit, electrical metallic tubing, polyvinyl chloride ,conduit, wireways, pull and junction boxes and outlet boxes, together with all supporting devices and other accessories required. PART 2 PRODUCTS 2.1 CONDUITS A. Rigid Steel Conduit: Rigid, threaded, thick -wall; galvanized inside and outside or galvanized outside.with a protective coating inside;.UL listed and labeled according to Standard UL6; conforming to ANSI Standard C80.1; Pittsburg, Republic Steel, Robroy or Allied. B. 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. C. Intermediate Metallic Conduit (IMC): Rigid, threaded, thin wall.. steel; galvanized outside with protective coating inside; UL listed and labeled according to Standard 1242; Allied, Republic Steel, or equivalent. D. 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. RACEWAYS AND FITTINGS 16110-1 2.2 CONDUIT FITTINGS A. Couplings and Terminations for Rigid Steel Conduit: Factory made steel threaded couplings; bushing at all boxes and cabinets., with locknuts inside and outside box or cabinet. ,.� B. Couplings and Terminations for Electrical Metallic Tubing: Join lengths of EMT with steel compression couplings. Attach EMT to boxes or cabinets with steel compression -type box connectors having an insulated throat with locknuts. Where grounding bushings are required at terminations, they shall be T & B Series 3802, or equivalent. Setscrew type connectors or indent connectors will not be allowed. C. Couplings and Terminations for Intermediate Metal Conduit: Same as for rigid steel conduit. D. Couplings and Terminations for Flexible Metal Conduit: T & B 440 Series couplings at connections between flexible and rigid conduit; T & B 3110 or 3130 Series nylon insulated throat, steel connectors at box or cabinet terminations. 2.3 WIREWAYS A. Interior Use: UL listed; enamel finished; sizes shown or required; screw covers;.complete with all fittings, couplings, hangers and accessories; Square D, General Electric, or equivalent. B. Exterior Use: UL listed; enamel finished; sizes shown or ^- required; removable front cover which is gasketed; weatherproof rainhood. 2.4 OUTLET BOXES A. UL listed of sizes and types specified. B. Sheet Steel Boxes: Sheet steel not lighter than No. 14 gauge, galvanized after fabrication; Raco, Steel City or Appleton. 2.5 PULL BOXES AND JUNCTION BOXES A. Sheet steel, galvanized inside and outside, with galvanized covers. B. -Small Boxes: For boxes where the volume required is not over 100 cubic inches, use standard outlet boxes. PART 3 EXECUTION 3.1 INSTALLATION OF BUILDING RACEWAYS A. 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 RACEWAYS AND FITTINGS 16110-2 electrical rooms and unfinished areas. A11 other conduits shall be run concealed unless otherwise noted. All exposed runs shall be installed parallel to the surface of the building. in a neat and orderly manner. B. Types:. All conduits installed in wet or damp locations, or on roofs shall be rigid galvanized steel conduits. Above grade interior conduits shall be rigid galvanized steel conduit, intermediate metal conduits. In sizes up to and including 1-1/2", electrical metallic tubing may be used in dry locations where not subject to mechanical damage. EMT may be used in air conditioned spaces, such as accessible ceilings, dry wall partitions and exposed where 6' above the floor. EMT shall not be used outside, in concrete, underground, in underfloor spaces, in locations likely to be damp, or exposed within 6' of the floor. Conduits installed below grade in slabs or buried in earth shall be PVC or rigid galvanized steel. C. Sizes:'... Size and install raceways so that conductors may be drawn,in without injury or excessive strain. Make field bends. with approved bending devices. Do not install bends or offsets in which conduit is crushed, deformed or otherwise injured. Sizes of conduits shown on the drawings are minimum sizes to be installed. D: 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. E. Around Heat Producing Equipment: Do not install raceways within 3" of steam and hot water pipes, breeching and flues, except where crossings are unavoidable, and then keep raceways at least l" from insulation on the pipe, breeching or flue crossed. Wherever possible, avoid installing raceways directly above or in close proximity to boilers and other like objects operating at high temperatures. F. Damp or Wet Locations: In damp or wet locations make every effort to avoid installing raceways in a.manner which will create moisture traps. Where they must be so installed, seal both ends of raceways with an approved sealing compound to prevent "breathing" and moisture condensation within the raceways. G. Joining Rigid Conduits: Join with threaded couplings. Ream out all conduit ends after threading. Secure rigid conduits at panel boxes, junction boxes, pull boxes, switchboards, support boxes, or sheet metal outlet boxes by galvanized locknuts, " inside and outside, with insulating bushing inside. Unthreaded RACEWAYS AND°FITTINGS 16110-3 set screw type couplings or connectors are not acceptable in rigid conduit systems. No running threads shall be used anywhere in conduit systems. H. Protection of Raceways: Seal ends of all raceways with blank discs ("pennies"), push pennies or other approved closers during construction. Do not pull any conductors into raceways until all plastering in the vicinity is completed. Swab out all raceways before pulling in conductors. I. 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. 3.2 CONDUIT SUPPORTS A. Support spacing: Use minimum spacing as directed by National Electrical.Code, but space hangers more closely where required by conditions. B. Vertical conduit risers: Support vertical conduits at each floor by means of riser clamps or U-bolts, clamping them to a steel channel bridging the opening in the floor. C. Individual Conduits: Support conduits running vertically or horizontally with galvanized malleable iron one hole clamps. Carry individually supported horizontal conduits 1-1/4" and r- larger on Kindorf No. 150 or Steel City No. C-149 hangers. Use no perforated strap iron as hanger material. Where conduits smaller than 1-1/4" are installed above metal lath and plaster ceilings or mechanically suspended dry ceilings of the non -removable type, they may be supported on ceiling runner channels. 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. D. 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. RACEWAYS AND FITTINGS 16110-4 3.3 INSTALLAT.ION OF OUTLET BOXES A. Usage: Provide at each outlet or device of whatever character a'metal outlet box in which conduits shall terminate. B. Boxes recessed in construction: Sheet steel boxes. C. 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. D. 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. E. Boxes for Outdoors: Cast metal boxes with gasketed covers. 3.4 INSTALLATION OF PULL AND JUNCTION BOXES A. Sizing: Size all pull and junction boxes in accordance with NEC, using larger sizes than required by code where job conditions so indicate. B. Mounting: Fasten all boxes securely to the building construction, independent of conduit systems. On concealed conduit systems where boxes are not otherwise accessible, set box covers flush with finished surfaces for access. C. Identification of Pull and Junction Boxes: Each pull and junction box shall be labeled with indelible ink to indicate the wiring contained inside the box. The label shall indicate the panel and circuit number of the wiring -contained. The cover plates of boxes serving emergency circuits shall be painted red. Boxes serving other systems shall be indicated by name (Fire Alarm, P.A., Telephone,.Data Cable, Nurse Call, Etc.). END OF SECTION RACEWAYS AND FITTINGS 16110-5 SECTION 16120 CONDUCTORS r PART 1 GENERAL 1.1 NOTE A. Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. 1.2 SUBMITTALS, A. Submit manufacturer's data on all materials. r-- 1.3 SCOPE A. The work shall include the furnishing of all conductors, together with all splices, connections, identification, including pulling devices. PART 2 PRODUCTS 2.1 CONDUCTORS-;.(600 VOLTS AND UNDER) A. 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. B. Insulation: Branch circuits shall have type TW, THW, THHN or THWN insulation unless the type is specifically designated or specified. Service feeders shall be type THW or THWN. Feeder circuits shall be Type THW or THWN. C. Circuits Subjected to High Temperatures: Type THHN or THWN 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. D. Lighting Fixture Conductors: Type and size approved by the NEC for the purpose. 2.2 JOINTS AND SPLICES A. Stranded Copper Conductors: UL approved solderless bolted pressure connectors or Thomas and Betts Series 54000 compression connectors. All connectors shall be.of.proper sizes to match conductor sizes All compression connectors shall be applied with properly sized dies and tools. Split -bolt connectors are not acceptable. r-- CONDUCTORS 16120-1 B. Solid Copper Conductors: UL approved solderless bolted pressure connectors; or UL approved electrical spring connectors of "Scotchlok", Ideal or T & B "Piggy" make. All connectors shall be of proper sizes to match conductor sizes. Split bolt connectors are not acceptable. 2.3 COLOR CODING A. Use standardized color -coding of conductors throughout. All color coding shall be continuous for the entire length of the conductors, and shall be permanent and readily distinguished after installation. In cases where the specified colors of insulated wire and cable are unavailable, such conductors shall be color -coded, as specified above, by means of Brady, or equivalent, slip-on colored plastic sleeves or plastic tape at all pull boxes, support boxes, outlet boxes, panelboards, and other terminal and splicing points. B. Neutral conductors shall be white or natural grey. Grounding conductors shall be green, or: green with one or more yellow stripes. C. Phase conductors shall be black, red and blue for phases, A, B, and C respectively in the 208 volt system. PART 3 EXECUTION 3.1 WIRE PULLING A. Provide suitable installation equipment for pulling conductors into raceways or conduits. Use ropes of polyethylene, nylon or other suitable material to pull in conductors. Attach pulling lines to conductors by means of woven basket grips or by pulling eyes attached directly to conductors. All conductors to be installed in a single conduit shall be pulled in together. Pull no conductors into conduits until all work of a nature which may cause injury to conductors is completed. Use an Underwriters' listed cable pulling compound where necessary.' B. Cable Lubricants: All cable lubricants shall be UL listed, and shall be certified by their manufacturer to be non -injurious to the insulation on which they are used. C. Pulling Devices in Empty Raceways: Provide in every empty raceway, not containing conductors to be installed by this Contractor, a suitable pull line to facilitate future installation of wiring. Lines shall be free from splices.and shall have ample exposed length at each end. Identify each end of each line with a linen tag bearing complete information as to the purpose of the raceway and the location of its other end. All lines shall be nylon or polyethylene cord with a tensile strength not less than 200 pounds. CONDUCTORS 16120-2. 3.2 INSTALLATION OF BUILDING WIRE (600 VOLTS AND UNDER) r-- A. Branch Circuits: Not more than one power or lighting circuit shall be installed in a single conduit, except that one 3-wire circuit or one 4-wire circuit consisting of 2 different phase wires and a common neutral or 3 different phase wires and a common neutral may be installed in a single conduit. This provision shall not prohibit the installation in a single conduit of all conductors of a circuit with three- and four-way switching. B. Sizes No wire shall be -smaller than No. 12 except for signal or control circuits, and except for individual lighting fixture taps as permitted by the National Electrical Code. C. Receptacle and Motor Branch Circuits: No. 12 conductors unless noted or scheduled otherwise. D. Home runs on 120 volt, 20 ampere Lighting Branch Circuits: Where 'length of run from panelboard to first lighting outlet exceeds'-75 feet use No. 10'conductors; otherwise use No. 12 conductors. E. 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. After a.joint or splice is complete, insulate it with Okonite rubber tape, and Manson friction tape to make the insulation of the joint or splice equal to that of the conductor. In lieu of this, 3M Company's "Scotch" No. 33 vinyl plastic tape may be used if applied in at least four layers (half lapped in two directions), with all larger splices, terminals, sharp corners and voids being first protected by application of "Scotchfil" insulating putty. F. Conductor splices in wet locations shall be made in accordance with the conductor manufacturer's recommendations. G. 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. .� H. 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. END OF SECTION CONDUCTORS 16120-3 r WIRING DEVICES PART 1 GENERAL 1.1 NOTE A. Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. 1.2 SUBMITTALS - A. Submit manufacturer's data on all materials. 1.3 SCOPE A. Furnish and install in suitable outlet boxes, the wiring devices.indicated, complete with lamps, coverplates, etc. All shall.be properly connected to conductors so as to be operable. PART 2 PRODUCTS 2.1 MATERIALS A. 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. B. Classification: All wiring devices shall be "Specification Grade", and shall be UL listed. C. Colors: 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. (All devices shall have'a gray finish where available, otherwise an ivory finish where mounted in walls finished in light colors and a brown finish where mounted in walls finished in dark colors.) (All devices shall have. a white finish where available, otherwise an ivory finish where mounted in walls finished in light colors and a brown finish where mounted in walls finished in dark colors.) (All devices shall have a black finish.where available, otherwise an ivory finish where mounted in walls finished in light colors and a brown finish where mounted in walls finished in dark colors.) WIRING DEVICES 16140-1 D. Wall switches:For loads not exceeding 1500 watts at 120 volts or 3000 watts at 277 volts: DEVICE HUBBELL CATALOG NO a.Single pole wall switch 1201 b.Three-way wall switch 1203 For loads exceeding above listing: DEVICE HUBBELL CATALOG NO. a.Single pole wall switch 1221 b.Three-way wall switch 1223 E. Coverplates: Provide coverplates for all wiring devices, telephone, signal outlets and other kindred devices. All coverplates shall be Sierra Electric Corporation "P-Line" plastic plates to match devices which they cover. PART 3 EXECUTION 3.1 CIRCUIT IDENTIFICATION A. At each wiring device, install a label on the inside of the coverplate which shall identify the panel and circuit number to which the device is finally connected. The labels shall be made on the job with indent type Dynamo adhesive tape. Attach the label to the plate with contact cement or other suitable adhesive material. In lieu of a label, the panel and circuit number may be marked on the inside of the coverplate with an indelible pencil. . END OF SECTION WIRING DEVICES 16140-2 SECTION 16500 LIGHTING PART 1 GENERAL 1.1 NOTE A. Conform with applicable provisions.of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. 1.2 SUBMITTALS A. Submit for review catalog data and drawings on all equipment items. 1.3 SCOPE A. This section pertains to all labor, material, equipment and services necessary for and incidental to the complete lighting .system as shown on the drawings and specified herein. B. Provide materials and labor to clean and re -lamp all existing fluorescent lighting fixtures. PART 2 PRODUCTS 2.1 MATERIALS A. 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. B. 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. C. 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" or equivalent energy saving ballast. The ballast shall be high power factor, UL labeled, Class P with automatic reset features and "A" sound rating. D. Lenses: Wherever acrylic lenses are specified or noted, the material used shall be virgin acrylic with a minimum nominal thickness of 0.125 inches. LIGHTING 16500-1 E. Lamps: Fully equip each fixture with a full set of new lamps at the completion and acceptance of the work; lamps shall be of. the best grade, and of the sizes and types specified; General Electric, Phillips or Sylvania. F. Incandescent Lamps: Inside frosted unless specified or recommended otherwise by the fixture manufacturer. G. Fluorescent Lamps: Reduced wattage type General Electric Watt -Miser Cool White. PART 3 EXECUTION 3.1 INSTALLATION A. Interior Fixtures: Outlet box locations shown for fluorescent r.-. 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. B. Exterior Fixtures: Install new fixtures in existing fixture locations as indicated on plans. Provide materials and labor to install fixtures according to fixture recommendations and to adapt to existing conditions.. C. 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. Fixtures shall be securely fastened to the ceiling framing member by the use of four UL listed clips. D. Where fixtures are installed in a continuous row, the row shall be straight and plumb. Lens shall be aligned in all planes and no part of the lamp shall be visible. E. Reused Fixtures: Where existing lighting fixtures are to be relocated, carefully remove and store the fixture. When it is ready to be hung, thoroughly wash all dirt and dust from the fixture and lens, hang the fixture and install new lamps. Should any such fixtures be damaged in this process replace them with matching new ones at no cost to the owner. END OF SECTION LIGHTING 16500-2 SECTION 16770 - SOUND SYSTEM PART 1 GENERAL 1.1 NOTE: A. Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements and Supplemental Conditions. Comply with the requirements of Section 16000. 1.2 SUBMITTALS A. The Contractor shall furnish descriptive material and full engineering data on the equipment he proposes to furnish. Approval shall be obtained before final purchase is made. B. Approval of equipment other than that specified does not relieve the Contractor from the responsibility of modifying the equipment, if necessary, to meet Structural, Architectural, Electrical or Mechanical conditions as detailed and specified on drawings. 1.3 QUALIFICATIONS A. The manufacturer or his agent shall maintain an experienced organization, fully equipped and staffed to maintain the equipment in operating order. He shall be prepared to offer a service contract for the maintenance of the system after the guarantee period. 1.4 GUARANTEE A. The Contractor shall guarantee all equipment, except tubes, fuses and pilot lights, to be free of defects in material and workmanship under normal use for a period of 360 days from date of acceptance. 1.5 .SCOPE A. Furnish and.install as specified hereinbefore and as shown in the plans, the following specialized electronic systems: A centralized sound and intercommunication system with loudspeakers, microphones and wiring as required. It is the intent of this.specification to obtain complete operating systems and all materials to provide such systems shall be furnished whether or not enumerated or shown on the plans. All equipment shall bear the label of the Underwriters'. Laboratories. All work must be in accordance with applicable electrical codes, under the direction of a qualified and approved factory'distributor, to the approval of Owner and Architect. He shall also train the Owner's personnel in the operation of the equipment. SOUND SYSTEM 16770-1 PART 2 PRODUCTS 2.1 SOUND SYSTEM CONSOLE A. The Master Control shall be a Rauland Desk -Top Director II Series DIR350 or approved equal Control.Center, engineered for optimum simplicity of operation, made possibleby the use of function -identified pushbuttons and supported by step-by-step instructions printed.on the control panels. B. The Master Control shall provide .at least the following features and functions: 1. Direct 2-way voice communications between the Control Center and any room or any other speaker -equipped location, with simultaneous distribution of program material to any other room or location. 2. Distribution of voice.announcements from the Control Center to any or all speakers. 3. Selective distribution of program material to any or all rooms. 4. Ability to transmit a program or announcement simultaneously to all rooms and locations by the simple operation of a single All -Call pushbutton switch. 5. Separate units for two low impedance microphones and two high impedance auxiliary program sources (tuner, cassette -player). Program selection shall be easily accomplished by simply pressing the appropriately labeled pushbutton. 6. Aural monitor speaker and visual LED monitoring of all program material. 7. Selective distribution of all program material up to 25 rooms, with provision for further expansion. 8. Provisions for the instantaneous distribution from the Control Center ,of emergency messages to all locations equipped with loudspeakers, simply by pressing a single red pushbutton. This action shall bypass all other controls, override all other programs, and transmit the emergency message at a predetermined volume.level. 9. Ability to monitor a speaker location without the interruption of a program source. C. Functionally identified pushbuttons shall be provided for each of the Control. Center's functions. SOUND SYSTEM 16770-2 D. The Control Center shall meet the following technical requirements: 1. It shall be all -solid-state and designed for continuous, duty service in institutional and industrial applications on line voltages of 105-130 volts 60 Hz AC, over a temperature range of 0 degree F. to 130 degree F. Power consumption of rated output shall be no more than 100 watts. 2. The Control Center shall include two separate amplifiers. The program amplifier shall be capable of producing 35 watts RMS at less than 2% distortion. Frequency response shall be with ±3 dB from 50 to 15,000 Hz. Noise level at rated output shall be at least -60 dB on microphone, -70.dB on auxiliary. The intercom amplifier shall have an output rating of 5 watts RMS; frequency response shall be shaped for maximum intelligibility; noise.level shall be least -55 dB. Both amplifiers shall have a balanced 25 volt line output, convertible for use with 45 ohm speakers. E. The Control Center shall also include 25 3-position (Program -Off -Intercom) station selector keys; an All-Call/Emergency pushbutton, and a Talk -Listen pushbutton. The station selector key handles shall be aluminum -sheathed and shall be permanently affixed. Selector switches with plastic push -on knobs, or knobs held in place by friction only, will not be accepted. The All-Call/Emergency switch shall gather all station lines and permit single pushbutton distribution of announcements to all speaker locations. Similarly. the Program All -Call switch shall permit single pushbutton distribution of program material to all speaker locations. F. The Talk -Listen pushbutton switch shall be of the relay type designed for more than one million service -free operations Control centers employing switches which do not meet this requirement will not be accepted. G. The Control Center shall be finished in black; the control panel shall be tinted brushed chrome protected by a wear -resistant protective top coating. H. The above equipment shall be completely factory -assembled, wired and tested by a United States manufacturer of established reputation who has been regularly engaged in the manufacture of School Sound/Communications Systems for at least 5 years. The system shall be supplied or installed by or under the direct supervision of an authorized local distributor who has been trained by the manufacturer in the proper installation, operation and service of the equipment. SOUND SYSTEM 16770-3 0 2.3 AM/FM/CASSETTS A. The AM/Fm tuner and cassette record player shall be a Rauland SRX 163 or approved equal, designed for continuous duty service in institutional, commercial and industrial sound and communications systems. B.. The equipment shall be of advanced solid-state design, to assure reduced power consumption, greater reliability, and longer life expectancy. C. The AM portion shall have a tuning range of 525 to 1620 KHz, and a sensitivity of at least 15 microvolts for 20dB quieting. D., The FM section shall have a tuning range of 88 to 108 MHz, with sensitivity of 2.5 microvolts for 30dB quieting. Frequency response shall be plus or minus 3dB, 50 to 10,000 Hz. E. Front panel controls shall include on-off/volumed switch, a tuning control, and AM/FM selector switch, and tuning balance. Tuning shall be accomplished on an illuminated calibrated slide -rule dial. F. The cassette tape player section shall play all standard cassettes at a tape speed of 1 7/8" per second. Frequency response shall be plus or minus 3dB 50 to 10,000 Hz, with less than 0.25% wow and flutter. Signal-to-noise ration shall be 50dB or better. When used with a C-60 cassette, rewind time as well as fast forward time shall be approximately 165 seconds. Controls shall include locking Fast -Forward, Rewind and Eject. G. The Rauland SRX 163 shall be equipped for easy mounting in any standard 19" rack; it shall not occupy more than 3 1/2" of vertical space and the face panel shall be finished in tinted brushed chrome. H. The Contractor shall provide and install antennas as required above the ceiling to achieve good AM and FM radio reception. 2.4 MICROPHONE A. The announcement/paging microphone shall be a Rauland 1295, or equal., omnidirectional pressure -operated dynamic type, offering a frequency response form 50-12,000 Hz, substantially independent of direction to the source of sound. The output level.shall be -55dB (odB=1 volt/microbar) in the high impedance '(40K ohms) positions and -58dB (0-lmw/10 microbars) in the low impedance (400 ohms) position. B. The microphone shall offer dual impedance (high or low), selectable by the simple adjustment of a slide switch.. The microphoned diaphragm shall be fabricated of Mylar. A durable SOUND SYSTEM 16770-4 leaf -spring type push -to -talk switch incorporation additional contracts for remote relay operation shall be provided. There shall also be a switch "locking" capability. C. The microphone base shall be of die-cast zinc alloy, with molded durable Cycolac body, in professional black finish; four non-skid mar -proof molded feet shall be provided. It shall be equipped.with a 7 foot long, 4-conductor, two -shield black cable. Size shall not exceed 9 3/8" high, 4 3/4" wide, and 5 7/8" deep; weight, including cable, shall not exceed 2 pounds. 2.5 CEILING SPEAKERS .A. The cone type ceiling speakers shall be Rauland Model US0188 or approved equal, furnished and installed as indicated on the plans. B. The speaker shall be an 8" permanent magnet cone type having a viscous -damped cone and a ceramic (Indox 5) magnet weighing at least 5.4 oz. It shall have a frequency range of at least 30 to 18,060 cycles, a watt program power -handling capacity, and an axial sensitivity of at last 96dB at 4-foot with a 1-watt input. Voice coil shall be 3/4" diameter with an 8-ohm impedance. Flux ;density shall be at least 10,000 sauss. C. The speaker shall be equipped with a 25-volt line -matching transformer, Rauland Model T220L or approved equal. D. The transformer shall provide 1/2, 1 and 2-watt power taps, and have an insertion loss of less than ldB from 20 to 20,000 cycles. Its frequency response shall be 1 plus or minus dB from 20 to 20,000 cycles, and it shall induce neglegible distortion even at full power. E. The transformer shall measure at least 1 5/8" high, l 1/4" wide and 2 13/16" long, and shall have a 5/8" stack of 5/8 26 ga. A.A.S. steel core. Primary inductance at 60 cycles shall be at least 13.5 hv. F. Ceiling type loudspeaker baffles shall be aluminum approximately 13-inches in diameter. Finish shall be to match ceiling color. Baffles shall be mounted to steel rough -in cans... G.. The vandal -proof round flush -mount speaker baffle shall be a Rauland Model ACC1011 or approved equal. It shall be constructed -of 14-gauge carbon steel.with a tensile -strength of at least 55,000 P.S.I. and shall be zinc -coated to resist rust and corrosion. The finish shall be white baked powdered epoxy, virtually resistant to scratching or marring. The baffle shall incorporate a sub -plate fabricated from heavy -gauge steel which shall provide an interlocking lattice grid pattern to protect the speaker from tampering and vandalism. The protective. SOUND SYSTEM 16770-5 sub -plate shall be acoustically transparent. The sub -plate and speaker shall be secured by means of the case hardened square-shanked carriage bolts provided. The baffle shall mount '^ in most standard 8" backboxes, plaster rings or support bridges by means of the tamper -proof hardware provided. 2.6 WALL MOUNTED SPEAKERS A. The Speaker shall be a Rauland Model US0216 or approved equal. It shall be a coaxial type incorporating and 8" (20.32 cm) diameter low frequency unit and a 3" (7.62 cm) piezo ceramic high frequency unit. No crossover capacitor shall be required. Frequency response shall be uniform over the range of 40 to 30,000 Hz; ceramic magnet weight shall be at least 10 ounces (283 gr). Axial sensitivity shall be 97dB at 4' with 1 watt input; power rating shall be 20 watts RMS rating; Voice coil impedance shall be 8 ohms, and shall measure 1" (2.54 CM). The speaker shall be equipped with a universal transformer mounting bracket. B. The wall baffle shall be a Rauland 4909-8 or approved equal surface -mounting baffle. It shall have a natural blond finish, a full grille front, and be at last 10-1/2" high, 10-1/2" wide and 6-3/8" deep. It shall have a volume of at least 475 cubic inches. and be constructed of at least 3/8" particle board. Baffles constructed of metal or plastic, or baffles not having a natural blond finish will not be accepted. Speaker mounting screws and a wall -mounting bracket designed for attachment to either a standard electrical box or to any flat surface shall be furnished with the baffle. 2.7 MICROPHONE OUTLETS A. Furnish and install microphone outlets, Cannon XLR series as indicated on the drawings. PART 3 EXECUTION 3.1 WIRING' A. All wiring shall be 100% foil shielded, plastic covered sized as required, such as Belden Beldfoil type 8450. B. All cables and wiring shall be installed in a system of conduits and boxes. C. A representative of the manufacturer shall make final connection to all equipment and shall test and adjust the. system for maximum performance. They shall also allot sufficient time to train the Owner's representative as to .� proper operation of the system. END OF SECTION SOUND SYSTEM 16770-6 No Text SPECIAL CONDITIONS -43- (THIS PAGE LEFT BLANK INTENTIONALLY) City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 606-767-2167 Daniel Ortega Construction Co., Inc. 5147 69th Street, Suite D Lubbock, Texas 79424 Office of Purchasing November 13, 1990 SUBJECT: BID #10876-BUILDING RENOVATIONS - RODGERS COMMUNITY CENTER The City of..Lubb:ock, having considered the proposals . submitted and opened on the 12th day of October, 1990, for work to be done and materials to be furnished in and for: City of Lubbock Bid # 10876 Building Renovations - Rodgers Community Center 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 of Lubbock on the Sth day of November, 1990, at the bid price contained therein, subject to the execution of and furnishing of all other documents specified and required to be executed and furnished under the contract 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 retained by the City of Lubbock. CITY OF LUBBOCK Gene Eads, C.P.M. Purchasing Manager MAP IN FILE SEE RESOLUTION # 3 q � Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.