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Home My WebLink About229-91 RESOLUTION• RESOLUTION NO. 229-91 A RESOLUTION AWARDING BID 91-67 TO BUILDINGS, INC., FOR A CONTRACT IN THE AMOUNT OF $95,000.00 FROM THE COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM FOR CONSTRUCTION OF A SHELTER FOR RUNAWAY/HOMELESS CHILDREN SPONSORED BY YOUTH BRIDGE, INC. • BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the Mayor and City Clerk are hereby authorized and directed to award Bid 91-67 to Buildings, Inc. for a contract in the amount of $95,000.00 from the Community Development Block Grant Program for construction of a shelter for Runaway/Homeless Children sponsored by Youth Bridge, Inc. A copy of the contract authorized for execution hereby is attached hereto marked Exhibit "A" and made a part hereof. PASSED AND APPROVED this 17th day of December , 1991. ATTEST: By APPROVED: By.ade/ Mayor • • gEt ❑ ❑ 2 2 E. ❑ 0 EC 5 0 z 5 4 I Oo c' - i . A ... t _. _ Td iii‘( } . . - i K — 1 1 —M I,- ,. il o cd i 1 a g ; ii 11 4 __ 11 01 11 al _ 11 1 1 1 1' $l il $l r I 1 1 111 11111 Y ]l i.l 11 0 1 3.28 1 MEI a 3 ggggg • DIVISION 1 3.29 SECTION 01005 SID EM FROM: Huildinos, Inc. 235 South 40th EiD FOR!( Name of Bidder Springdale City Arkansas 72764 State Lip Code TO: Iout igr daa In as c/o Fuaitt juanciatajustrahattataimati. 3900 Fran e Favettevilla AR 72701 • Gentleman: 1. The undersigned, having familiarised themselves with the local conditions affecting the cost of the work, and with the Specifications (including Invitation for Bide. Instructions to Bidders, this bid, the form of Bid Bond, the forst of Contract, and the form of the Arkansas Performance and Payment Bond, the General Conditions, the Special Conditions, the General Scope of Work, the andtheDrawings) andcAddenda, theif any theneral cerreto,Nas prepared Specifications AIA, hereby proposes to furnish all labor, materials, equipment, by nt, am • rvices required to construct and complete parent, and services RESIDENCE HALL FOR IOUTNBRIDGE, INC. all in accordance therewith, for the sum of EIGHT HUNDRED FORTY TWO Dollars IS 221,842 }, TIME REQUIRED TO COMPLETE: 120 CALENDAR DAIS • • DIVISION SECTION 01005 ALLMAN (Continued): 1FNIT PRICE NO. 3 "Rock Clause": removed by use $ 10.00 BID FORM Bidder will remove necessary rock encountered which cannot be of a rubber -tired Case 580 backhoe for a unit price of per square inch of rock removed. ACKNOWLEDGEMENT OF ADDENDA: NO NO NONE ADDENDUM NO. 1 ADDENDUM NO. 2 PHONE ADDENDUM Date November 19 , 19 91 Buildings, Inc. OETICIAL ADDRESS Buildings, Inc. P.O. Box 6190 Springdale, Arkansas, 72765 END 01 SECTION Name of Bidder 91-638 Arkansas License Number Title Alt iiol Soya - 01005-03 3.30 NIS NOS 3.32 • U.S. DEPARTMENT Or IIOIISING Mr.. Ue$AN DEVELOPMENT CERTIFICATION OF BIDDER REGARDING EQUAL EMPLOYMENT OPPORTUNITY • INSTRUCTIONS This certification is required pursuentto Executive Order 11246 (30 F. R. 12319.25). T1n implementing nabs end regulations provide that eny bidder or prospective connecter, or any of their proposed subesn• tractors, shall state as an initial pat of the bid or negotiations of the contract whether it has partici. paced in any previous contract er subcontract sullied to the equal opportunity clause; and, if se, whether it hos filed ell compliance reports due under applicable instructions. inhere the certification indicates that the bidder has not filed a compliance report der under applicable instructions, such bidder shell be required to submit a compliance report within seven calendar days after bid opening. Ne contraet shall be awarded unless such repot is submitted. CERTIFICATION 1Y suntan Bidder's Non: Buildings, Inc. Address: 235 South 40th Springdale, AR. 72764 1. Bidder has participated in a previous contract or subcontract sublact to the Equal Opportunity Clouse. Yes ® Ne ❑ 2. Compliance repots were required to he filed in connection with such contract or subcontract. Yes ® No ❑ 3. Bidder has Filed all compliance reports due under applicable instructions, including SF•100. Yes ❑ Ns ❑ Noes Required 121 4. If answer to item 3 is " Ne," please expbin in detail an reverse side of this certification. Certification — The information reeve is true and complete to the best of my knowledge and belief. • Milton J. Lentz 11, Project Manager MAMA AND TiTLO 0/ $10M00 1►LCAee TT►el 4) 491S 140intrie NOM TM. • • • 'Previous Editions Obsolete 21 November 19. 1991 OATI • • • • e►e Ne.N 3.33 • • Employers Mutual Casualty Company HOAR ONCE • DES MONIS BID BOND • Bond No S14 46 24 (NOT VALID IF BID AMOUNT EXCEEDS S KNOW ALL MEN BY THESE PRESENTS: That We Buildings. Inc.. P.O. Box 6190, • S4rir,gdale. AR 72766 as Principal, and the EMPLOYERS MUTUAL CASUALTY COMPANY. a corporation organised and asisting under the laws of the State of Iowa and authorized to do business in the State of Arkansas as Surety, era held and firmly bound unto the Ciry Of Fayetteville as obits, hi the sum of 573 of amount Bid DOLLARS. lawful money of this United States of America, to this payment of which sum of mossy well Surety bind themselves, their and each of their heirs, .mouton, and severally. by Ana presents. THE CONDITION OF THIS OBUGATION IS .SUCH, that, Principal for. Youthbridge Properties, Inc. Shelter for Homeless and Runaways and 'ruly to be mad., the said Principal and admi..istrators. succassors and assigns. jointly if the Obligee shall make any award to the according to the terms of the proposal or bid made by +h. Principal therefor. and this Principal shall duly mak• and anter into a contract with the Obligm in accordance with the terms of such proposal or bid and award and shall give bond for th• faithful performance thereof, with the EMPLOYERS MUTUAL CASUALTY COMPANY as Surety or with other Surety or Sureties approved by this Obligee: or if the Principal shall, in use of failure so to do. pay to the Obligee the damages which the Obliges may suffer by reason of such failure not escaadinq the penally of this bond, then this obligation shah be null and void: otherwise it sham be and remain in full fora and effect. Sigiwd. Sealed and Dated this 19th day of Wlmea 11O c, fl4h? a/ n November Rai1din¢-. In Ken Bailey — Pre t EMPL011ig5 MUTUA ,6rASUALTY COMPANY Surely 19 9'. Prise w+ Witness Donna M. Joyce Attener ia-teat • • N2 _76025 3.34 • • PAT A. GIRARD, DONNA M. JOYCE, INDIVIDUALLY, SPRINGDALE, ARKANSAS IN AN AMOUNT NOT EXCEEDING TWO HUNDRED FIFTY THOUSAND DOLLARS -(5250,000.00) April 1, 1993 6th Pat A. Girard, Donna M. Joyce November 91 February ti 90 "94.4. February 6, 1990 • fir.-,,•� ;-zG!��' 19th 3.35 • DIVISION 1 SECTION 01005 BID FORM PMI HARRISON DAVIS CONSTRUCTION CO., INC. SID FORM 1931-A DEANE STANT of Sudor FAYBTTBYILLB' AddreaARKANSAS 72703-1408 City stats Zip Code TO: Youthbridae. Inc. c/o Puaitt & Associates Architects. Inc. 3900 Front St. javetteville. AR 72703 Gentlemen: 1. The undersigned, having familiarised themselves with the local conditions affecting the cost of the work, and with the Specifications (including Invitation for Bids, Instructions to Bidders, this bid, the forma! Bid Bond, the form of Contract, and the form of the Arkansas Performance and Payment Bond, the General Conditions, the Special Conditions, the General Scope of Work, the Technical Specifications, the General Scope of Mork, the Technical Specifications and the Drawings) and Addenda, if any thereto, as prepared by William Kis Pugitt AIA, hereby proposes to furnish all labor, materials, equipment, and services required to construct and complete RESIDENCE HALL POR YOUTHERIDGI, INC. all in accordance therewith, for the sue of TWO HUNDRED SI%TY THOUSAND FIVE HUNDRED i 00/11:611lars ($ TIM REQUIRED To COMPLETE: 210 2684500.00 EIGHT CALENDAR DAYS * GC PROVIDES ALLOWANCE: WALLPAPER installed: ( $ 4.50 sq. yd.) 01005-01 • • • • • 3.37 DIVISION SECTION 01005 BID POR)$ (continued): BID FORK UNIT PRICE NO. 3 Rock Clause": Bidder will remove necessary rock encountered which cannot be rem2e 00 use of a rubber -tired Case 580 backhoe for a unit price of per aaziom of rock removed. cubic yard ACENONLEDOEMENT OF ADDENDA: O ADDENDUM MO. 1 O ADDENDUM MO. 2 O PRONE ADDENDUM Date November 19, , 19 91 OFFICIAL ADDRESS HARRISON DAVIS CONSTRUCTION CO., INC. 1931-A DEANE STREET ''�7� By rA.✓ HARRISON DAVIS CONSTRUCTION CO.. INC. Name of Bidder 91-120 Arkansas License Number FAYETTEVILLE, ARKANSAS 72703- Title President END OF SECTION 140$ 01005-03 • • • • 3.38 Y. S. DEPARTMENT OF HOIISIN t £ I, I:ISAN DEVELOPMENT CERTIFICATION Of BIDDER REGARDING EQUAL EMPLOYMENT OPPORTUNITY INSTRUCTIONS This certification is required pursuant to Executive Order 11246 (30 F. R. 12319.231. The isplsRtantind rules end regulation provide that any bidder or prospective contrester, or any el their prepesd swam - tractors, shall state a en initial pet of the bid er negotiations of the comet whether it hes particle pored in any potion central or subcontract suitor to the equal opportunity cleusc ed, if so, whether it has filed all sampliena repots due under applicable instructions. Mere the certification idicates that the bidder has net filed a eampllenee nryrt duo under eppliceblo instruetiens, suss bidder shell be required to submit a compliance report within seven calendar days after bid opining. No eetttrect shell be ewerded unless such aspen is submitted. CERTIFICATION OT 8100E11 Bidder's Name: HARRISON DAVIS CONSTRUCTION CO., INC. Address: 1931—A DEAHE STREET FAYETTEYILLE.. ARKANSAS 72703-1408 1. Bidder hes participant in • previews emmeet a subcantrect subject to the Spiel Opportunity Cleave. Yes © Ne ❑ 2. Compliance reports wets required to be filed in connection with such contract err subcontract. Yes all Ns❑ 3. Bidder hes filed all compliance reports due wider applicable instructions, including SF -100. Yea ® No • Nemo Required ❑ 4. N enswor to item 3 Is " Np," please explain in detail on raven side of this certification. Certification — The infirmities obit is new end caplets to the best of my letewledge end belief. Harrison Davis„ President • NAMl ANO T$TL* OP IMMMan incise nem a4 vuL/se• Rifle • 1Previous Editions Obsolete 21 11/19/91 OAT, • • • • • • 3.39 Employers Mutual Casualty Company HOME OPRCS • On MOINES • BID BOND (NOT VALID IF BID AMOUNT EXCEEDS S Bwid No 5140819 KNOW ALL MEN BY THESE PRESENTS: That We, HARRISON DAVIS OONSTFtUCTICN COMPANY, INC. as Principal, and the EMPLOYERS MUTUAL CASUALTY COMPANY, a corporation organized and existing under the laws of the ARKANSAS Stan of lows and authorized to do business in the State of as Surety, are held and firmly bound unto the YOUTH BRIDGEr • as obligee, in the sum of FIVE PERCENT OF THE AMOUNT BID (5% GAB) 00 LLARS, lawful money of the United States 0 America, to the payment of which sum of money well and truly to be made, the said Principal and Surety bind themselves, their Ind each of their heirs, executors, administrators, successors and assigns, jointly and severally, by these ptasents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the Principal for: (enter description of proposal hare) Construction of a Shelter for Homeless and Runaway Children according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a con. tract with the Obligee in accordance with the terms of web proposal or bid and award and shall give bond for the faithful perform. Ince thereof, with the EMPLOYERS MUTUAL CASUALTY COMPANY as Surety or with otheSunty or Sureties approved by the Obligee, or if the Principal shall, in case of failure so to do, pay to the Obliges the damages which the Obiges may suffer by reason of such failure not exceeding the penalty of this bond, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. PROVIDED HOWEVER, neither the Principal nor the Surety shall be bound hereunder unless the Obligee shall upon request, provide evidence of adequate financing to both the Principal and Surety prior to execution of the final contract. Signed, Salad and Dated this 14th day of NOVet[ber �SAli •Seidllumnies,S. a PAST IM VINT P.C. amt 4000 �s— •OnrtturTtlrn6.ArwASS72tta ( ". EMPLOYERS MUTUAL CASUALTY COMPANY Taphole: 753-1002 . 19 91 HARRISON DAVIS OCNSsRUCTION COMPANY, '^l�ja�maioau ��% i I -000402-5W !maty the.& A NkO11Sa A. Perin, Anorn.y4naract • • • • • • • CHARLES M. ALLEN, G. ROBERT INDIVIDUALLY, NORTH LITTLE SMITH, SHERRI ROCK, ARKANSAS N2 .67407 3.40 • L. MOSS, MALISA A4 PERIN, IN AN AMOUNT NOT EXCEEDING FIVE HUNDRED THOUSAND DOLLARS ($500,000.00) 6th Charles M. Allen, G. Novenber 91 April 1, 1993 Robert 6th February ti 90 df3A. February 6, 1990 Smith, Sherri L. Moss, Malisa A Perin 14th CHANGE ORDER 11 PROJECT: Youth Bridge, Inc. Emergency Shelter Fayetteville, AR DATE: January 14, 1992 CONTRACTOR: Buildings, Inc. The Contract is changed as follows. Unit Price No. 3 "Rock Clause": Bidder will remove necessary rock encountered which cannot be removed by use of a rubber -tired Case 580 backhoe for a unit price of $00.10 per square inch of rock removed. NOTE: This change order does not effect the bid price of Two Hundred Twenty One Thousand Eiaht Hundred Forty Two Dollars ($221,842). BUILDINGS, INC. BY: +///� TITLE: I�YJ! V9/14e BRIDGE, INp. BY: , /•' / , PA TITLE• fsier ij ;f �' 6afRn 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 al HUD 4238-A (5-66) (Rev. 9-89) ADVERTISEMENT FOR BIDS Bid No. 91-67 OWNER: YOUTH BRIDGE PROPERTIES, INC. One sealed bid for Construction of a Shelter for Homeless___ann Runaway Children will be received by: City of Fayetteville, Arkansas Purchasing Department Office, Room 306 City Administration Building 113 W. Mountain Fayetteville, Arkansas until: 2:00 o'clock (A.M._ P.M.XX ) November 19 1991, and then publicly opened and read aloud in Room 306 of the City Administration Building. The Information for Bidders, Form of Bid, Form of Contract, Plans, Specifications and Forms of Bid Bond, Performance and Payment Bond, and other contract documents may be examined at the following locations: City of Fayetteville Purchasing Office, Room 307 113 W. Mountain, Fayetteville, AR Copies may be obtained at the office of FUGITT & ASSOCIATES. 3900 Front Street. Fayetteville. AR upon payment of $ 50.00 for each set. Any unsuccessful bidder, upon returning such set promptly and in good condition, will be refunded his payment and any non -bidder upon so returning such a set will be refunded $ 0 The Owner reserves the right to waive any informalities or to reject any or all bids. Each bidder must deposit with his bid, security in the amount, form, and subject to the conditions provided in the Information for Bidders. Attention of Bidders is particularly called to the requirements as to conditions of employment to be observed and minimum wage rates to be paid under the contract. The OWNER is an Equal Opportunity Employer. Community Development Block Grant Funds have been allocated for this project which is to constitute some or all funding for this project. No Bidder may withdraw his bid within 30 days after the actual date of the opening thereof. liMmr U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HUD 4238-B(R) INFORMATION FOR BIDDERS 1 RECEIPT AND OPENING OF BIDS YOUTH BRIDGE PROPERTIES, INC. (herein called the OWNER), invites bids on the form attached hereon, all blanks of which must appropriately filled in. Bids will be received by the OWNER at the purchasing Office of the City of Fayetteville, Room 306, until 2:00 p.m. C ST. November 19. 1991 and then be publicly opened and read aloud in Room 306 of the City Administration Building. The envelopes containing the bids must be sealed, designated as Bid No. 91-67, and addressed to: Peggy Bates, Purchasing Officer City of Fayetteville 113 W. Mountain Fayetteville, AR 2. PREPARATION OF BID Each Bid must be submitted on the prescribed form and accompanied by Certification by Bidder Regarding Equal Employment Opportunity Form HUD 4238 -CD -1. All blank spaces for bid prices must be filled in, in ink or typewritten, in both words and figures, and the foregoing Certification must be fully completed and executed when submitted. Each bid must be submitted in a sealed envelope bearing on the outside the name of the Bidder, his address, and the Project name and Bid Number for which it is being submitted. If forwarded by mail, the sealed envelope containing the bid must be enclosed in another envelope addressed as specified in the bid form. 3. SUBCONTRACTS The Bidder is specifically advised that any person, firm, or other party to whom it is proposed to award a subcontract under this contract: a. Must be acceptable to the OWNER after verification by the HUD Area Office of the current eligibility status, and b. Must submit Form HUD -4238 -CD -2, Certification by Proposed Subcontractor Regarding Equal Employment Opportunity. U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HUD 4238-B(R) INFORMATION FOR BIDDERS 3. SUBCONTRACTS (continued) Approval of the proposed subcontract award cannot be given by the Owner unless and until the proposed subcontractor has submitted the Certifications and/or other evidence showing that it has fully complied with any reporting requirements to which it is or was subject. 4. TELEGRAPHIC MODIFICATION Any bidder may modify his bid by telegraphic communication at any time prior to the scheduled closing time for receipt of bids, provided that such telegraphic communication is received by the OWNER prior to the closing time, and provided further, the OWNER is satisfied that a written confirmation of the telegraphic modification over the signature of the bidder was mailed prior to the closing time. The telegraphic communication should not reveal the bid price but should provide the addition or subtraction or other modification so that the final prices or terms will not be known by the OWNER until the sealed bid is opened. If written confirmation is not received within two days from the closing time, no consideration will be given to the telegraphic modification. 5. METHOD OF BIDDING The OWNER invites the following bid(s): "Construction of a Shelter for Homeless and Runaway Children" 6. OUALIFICATIONS OF BIDDER The OWNER may make such investigations as he deems necessary to determine the ability of the bidder to perform the work, and the bidder shall furnish to the OWNER all such information and date for this purpose as the OWNER may request. The OWNER reserves the right to reject any bid if the evidence submitted by or investigation of, such bidder fails to satisfy the OWNER that such bidder is properly qualified to perform the obligations of the contract and to complete the work contemplated therein. Conditional bids will not be accepted. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HUD 4238-B(R) INFORMATION FOR BIDDERS 7. DID SECURITY Each bid must be accompanied by cash, certified check of the bidder, or a bid bond prepared on the form of bid bond attached hereto, duly executed by the bidder as principal and having as surety thereon a surety company approved by the OWNER, in the amount of 5 percent of the bid. Such cash, checks, or bid bonds will be returned to all except the three lowest bidders within three days after the opening of bids, and the remaining cash, checks, or bid bonds will be returned promptly after the OWNER and the accepted bidder have executed the contract, or if no award has been made within 30 days after the date of the opening of bids, upon demand of the bidder at any time thereafter so long as he has not been notified of the acceptance of this bid. 8. LIOUIDATED DAMAGES FOR FAILURE TO ENTER INTO CONTRACT The successful bidder, upon his failure or refusal to execute and deliver the contract and bonds required within 10 days after he has received notice of the acceptance of his bid, shall forfeit to the OWNER, as liquidated damages for such failure or refusal, the security deposited with his bid. 9. TIME OF COMPLETION AND LIOUIDATED DAMAGES Bidder must agree to commence work on or before a date to be specified in a written "NOTICE TO PROCEED" of the OWNER and to fully complete the project within /2 O consecutive calendar days thereafter. Bidder must agree also to pay as liquidated damages, the sum of $250.00 for each consecutive calendar day thereafter as hereinafter provided in the General Conditions. 10. CONDITIONS OF WORK Each bidder must inform himself fully of the conditions relating to the construction of the project and the employment of labor thereon. Failure to do so will not relieve a successful bidder of his obligation to furnish all material and labor necessary to perform the provisions of his contract. Insofar as possible, the contractor, in performing his work, must employ such methods or means as will not cause any interruption of or interference with the work of any other contractor. • U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HUD 4238-B(R) INFORMATION FOR BIDDERS 11 ADDENDA AND INTERPRETATIONS No interpretation of the meaning of the plans, specifications or other pre-bid documents will be made to any bidder orally. Every request for such interpretation should be in writing addressed to the Owner and to be given consideration, must be received at least five days prior to the date fixed for the opening of bids. Any and all such interpretations and any supplemental instructions will be in the form of written addenda to the specifications which, if issued, will be mailed by certified mail with return receipt requested to all prospective bidders (at the respective addresses furnished for such purposes), not later than three days prior to the date fixed for the opening of bids. Failure of any bidder to receive any such addendum or interpretation shall not relieve such bidder from any obligation under his bid as submitted. All addenda so issued shall become part of the contract documents. 12. SECURITY FOR FAITHFUL PERFORMANCE Simultaneously with his delivery of the executed contract, the Contractor shall furnish a surety bond or bonds as security for faithful performance of this contract and for the payment of all persons performing labor on the project under this contract and furnishing materials in connection with this contract, as specified in the General Conditions included herein. The surety on such bond or bonds shall be a duly authorized surety company satisfactory to the OWNER. 13. POWER OF ATTORNEY Attorneys -in -fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated copy of their power of attorney. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HUD 4238-B(R) INFORMATION FOR BIDDERS 14. NOTICE OF SPECIAL CONDITIONS Attention is particularly called to those parts of the contract documents and specifications which deal with the following: a. b. c. d. Inspection and testing of materials; Insurance requirements; Wage rates; Stated allowances. 15. LAWS AND REGULATIONS The bidder's attention is directed to the fact that all applicable State laws, municipal ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout, and they will be deemed to be included in the contract the same as though herein written out in full. 16. METHOD OF AWARD - LOWEST OUALIFIED BIDDER If at the time this contract is to be awarded, the lowest base bid submitted by a responsible bidder does not exceed the amount of funds then estimated by the OWNER as available to finance the contract, the contract will be awarded on the base bid only. If such bid exceeds such amount, the OWNER may reject all bids or may award the contract on the based bid combined with such deductible alternates applied in numerical order in which they are listed in the Form of Bid, as produces a net amount which is within the available funds. 17. OBLIGATION OF BIDDER At the time of the opening of bids, each bidder will be presumed to have inspected the site and to have read and to be thoroughly familiar with the plans and contract documents (including all addenda). The failure of omission of any bidder to examine any form instrument, or document shall in no way relieve any bidder from any obligation in respect of his bid. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HUD 4238-B(R) INFORMATION FOR BIDDERS 18. SAFETY STANDARDS AND ACCIDENT PREVENTION With respect to all work performed under this contract, the Contractor shall: 1. Comply with the safety standards provision of applicable laws, building and construction codes and the "Manual of Accident Prevention in Construction" published by the Associated General Contractors of America, the requirements of the Occupational Safety and Health Act of 1970 (Public Law 91-596). 2. Exercise every precaution at all times for the prevention of accidents and the protection of persons (including employees) and property. 3. Maintain, at this office or other well known place at the job site, all articles necessary for giving first aid to the injured, and shall make standing arrangements for the immediate removal to a hospital or a doctor's care of persons (including employees) who may be injured on the job site. In no case shall employees be permitted to work at a job site before the employer has made a standing arrangement for removal of injured persons to a hospital or a doctor's care. 19. OTHER REOUIREMENTS Each Bidder shall be responsible for obtaining from each utility company and government agency all construction standards, requirements, specifications, and construction costs necessary to successfully complete this project. The successful bidder shall be responsible for correlating all phases of construction, including all utility companies and government agencies involved in this project. The successful bidder shall obtain from each said agency and/or company a set of specifications and plans for the construction required, and submit one copy of each to the Community Development Coordinator and the OWNER prior to the "Notice to Proceed." FEDERAL MANAGEMENT CIRCULA? 74-7 Attachzent B BONCIN3 AND INSURANCE RECUIREDENTS A State or local unit of government receiving a grant from the Federal Government which requires contracting for construction or facility inprcvemer,t shall follow its own requirements relating to bid guarantees, performance bonds, and payment bonds except for contracts exceeding $100,000. For contracts exceeding $130,000, the minimum requirements snail be as fcllows: A. A bid guarantee from each bidder equivalent to five percent of the bid price. The bid guarantee shall consist of a firm committment sucn as a bid bond, certified cneck, or other negotiable instrument accompanying a bid as assurance that the bidder will, upon acceptance of nis bid, execute such contractual documents as may be required within the time specified. B. A performance bond on the part of the contractor for 403 percent of the contract price. A performance bond is one executed in connection with a contract to secure fulfillment of an the contractor's obligations under such contract. C. A payment bond on the part of the contractor for 100 percent of the contract prce. A payment bond is one executed in connection with a contract to assure payment as required by law of all persons supplying labor and material in the execution of the work provided for in the contract. LI 11 L1 Employers Mutual Casualty Company HOME OFFICE a DES MOINES BID BOND Bond Nc... 'i.. .. (NOT VALID IF BID AMOUNT EXCEEDS S I KNOW ALL MEN BY THESE PRESENTS: That We i;s,' 1:1 - •' 9 Ih1 as Principal, and the EMPLOYERS MUTUAL CASUALTY COMPANY a corporation organized and a=:s• nq under the laws of the State of Iowa and authorized to do busirau in $-e S•ars of__________:• as Suety, are aeld and fir— y xund vn•o he as obl'sgee. in the sum of Stet.. of Ameriu, to she payment of which sum of money wall Surety bind themselves, their and each of *0'r heirs, executors. and severally, by +hose presents. DOLLARS, 'awrul r-c-ey and aru'y to be made, f+a edit- shresors, s:.ccesson a of 4e Ur,•ed said arircioal and -d euiq-s jcir"v THE CONDITION Principal for: OF THIS OBLIGATION IS.SUCH, that if tFe Obligee shall mare any award •o we according to the terms of the proposal or bid made by the Princppa: •^erefor, and +a P-i-c•cai shalt duke make and •.star into a contract with the Oblige, in accordance with •I.. •errs os such propose or Ed and award and shall give bond for the faithful performance `hereof. with the EMPLC'ERS MUTUAL CASSALTY COMPAN" as Surety or with other Surety or Sureties approved by the Obligati; c- if +he Principal she:. i^ case of fa'lure � so to do, pay to the Oblige* 4. damages wh:c'h the Obligge* may sufsa- by reason of such fa lure no' arceed&ng the penalty of this bond, than this obligation shoe be twit and void: of erwisa it shell be and -amain n ice: force and effect. Signed. Styled and Dated this r+ay o. •,: I' e_�c. _11_JQIJJ&Y,UfK y !L witness EMPLO F MUTUAA V7-- witnsss ,. COMPAN"--.- j ,I AMaaev'mofae 4 N2 -76025 PAT A. GIRARD, DONNA Y., JOYCE, .ND:v-DIIA:.:,Y, S?R:NGDALE, ARKANSAS ------- IN AN AMOUNT NOT EXCEEDING TWO HUNDRED "=Y THOUSAND DO::.AR:i-\--.'),00.11 6th April 1. 1993 1'ChrL 9J I 6th Pat A. Girard, Donna M. Joyce February 91 r 6 , .. .... -rte '• • -r DIVISION 1 SECTION 01005 BID PORE FRONT_ Buildings In". 235 South 40th Name o1 eldaer Springdale' Arkansas 72764 City al afe _ - i t Gentlemen, 1. The undersigned, having familiarized themselves with the local conditions affecLiny the cost of the work, and with the Specifications (including Invitation for Bids, InstrucLlotle to Bidders, this hid, the form of Bid Bond, the form of Contract, and the form of the Arkansas Performance and Payment Bond, the General Conditions, the Special Conditions, the ClPnetal Scope of Work, the Technical specifications, the General Scope of Work, the Technical Specifications and the Urewinyn) and Addenda, if any thereto, as prepared by William Kim Fugitt AlA, hereby proposes to furnish all labor, materials, equipment, and services required to construct and complete RESIDENCE HALL FOR YOUTHBRIDGE, INC. all in accordance therewith, for the sum of TA10 .TICRDRFn ]3gENy ONE .1ti,,....-.,. ETGTC HUNDRED FORTY TWO Dollars (S 221,842 T1NE REQUIRED TO CUNPLETEt 120 CALENDAR DAYS 01005-01 DIVISION BID FORM (Continued), SECTION 01005 "Rock Clause"s Bidder will remove necessary rock encountered which cannot be removed by use of a rubber -tired Case 580 backhoe for a unit price of S_10.00 per square inch of rock removed. ACKNOWLEDGEMENT OF ADDENDAi NO ADDENDUM NO, I NO ADDENDUM NO. 2 NONE PHONE ADDENDUM Date November 19 , 19 91 Buildings, inc. Name of Bidder 91-638 Aransas License Number OFFICIAL ADDRESS Buildings, Inc. P.O. Box 6:90 By Springdale, Arkansas, 72765 Title C /ipyYy END OF SECTION ■ I 01005-03 DIVISION 1 BID FORM (Continued)i SECTION 01005 UNIT PRICES NO. 1 Bidder will extend piers to an additional depth if required for an additional price of $ ig,CO per foot. Both labor and material are included within this price. 01005-02 IU.S. DEPARTMENT Of NOIISIPJr. Fllr. I;aAAN DEVELOPMENT I CERTIFICATION OF BIDDER REGARDING EQUAL EMPLOYMENT OPPORTUNITY ' INSTRUCTIONS This certification Is required pursuant to Executive Order 11246 (30 F R. 12319-25). The implemonting ' rules and regulations provide that any bidder or prososctive contractor, or any of their proposed subcon- tractors, shall state as an initial pat of the bid or negotiations of the contract whether it has partici- pated in any previous contract at subcontract subject to the equal opportunity clause; and, if so, whether ' it has filed all compliance reports due under applicable instructions. Whore the certification indicates that the bidder has not filed a compliance report due under applicable instructions, such bidder shall be required to submit a compliance report within seven calendar days after bid opening. No contract shall be awarded unless such report is submitted. ' CERTIFICATION U! B100ER Bidder's Name: Buildings, Inc. ' Address: 235 South 40th -Springdale, AR. 72764 1. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause. Yes ( No ' 2. Compliance reports were required to be filed in connection with such contract a subcontract. Yes {3 No p P3. Bidder has filed all compliance reports due under applicable instructions, including SF -100. Yes ❑ No ❑ None Required lM ' 4. If answer to item 3 is " No," please explain in detail on reverse side of this certification. Certification — The information above is true and complete to the best of my knowledge and belief. '• Milton J. Lentz 11, Project ?forager M AND TITLE OP slaNem VLerrr TTPE) 1 ' °November9, 1991 %?CGNATUP4DATE Previous Editions Obsolete aro ussas i1 21 HUD -4238-F (668) I CONTRACT THIS AGREEMENT, made this___! 4 day of 4" ,19 2L. by and between YCU', H BRIDGE, INC. herein called "Owner," acting lCoryorate Nerve of Owner) herein through its , and I. flit. ofAufafsed Official) Rlr'T.il N;S. TNC. STRIKE OUT (a corporation) (a partnership) INAPPLICABLE (an individual doing business a TERNS ) of Springdale County of Washircton ,andStauof Arkansas __ hereinafter called "Contractor." WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to he made and performed by the OWNER, the CONTRACTOR hereby agrees with the OWNER to commence and complete the construction deseribed as follows: hereinafter called the project, for the sum of Two hundred twenty cne thousand eighth,} .dre wgOrt ($ _221. 8 4 2) and all extra work in connection therewith, under the terms as stated in the General and Special Con- ditions of the Contract; and at his (its or their) own proper cost and expense to furnish all the materials. supphe.. machinery, equipment, tools, superintendence, labor. insurance, and other accessories and services necessan to , nm- ' plate the said project in accordance with the conditions and prices stated in the Proposal, the General Condition>. `up- plemental General Conditions and Special Conditions of the Contract, the plans, which include all maps. plats. blue prints, and other drawings and printed or written explanatory matter thereof, the specifications and contract documents therefor as prepared by_W i l i i ari t inn Fnitt-r :u , herein entitled the Archne.t,Ei, anrer. and as enumerated in Paragraph 1 of the Supplemental Generai Conditions, all of which are made a part hereof and i col- lectively evidence and constitute the contract. The Contractor hereby agrees to commence work under this contract on or before a date to he specified in a written "Notice to Proceed" of the Owner and to fully complete the project within 120 consecutive calendar da) s thereafter. The Contractor further agrees to pay. a liquidated damages, the sum off 2 5 0 , 00 for each connecu• the calendar day thereafter as hereinafter provided in Paragraph 19 of the General Conditions. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract, subject to additions and deductions, as provided in the General Conditions of the Contract, and to make payments on account thereof a provided in Paragraph 25, "Payments to Contractor," of the General Conditions. (Own I IN WITNESS WHEREOF. the parties to theme presents have executed this contract in six (6) counterparts. each of which shall be deemed an ariginsi, in the year and day fist above mentioned. I I I I I (Ses) ATTEST: f, (Sad) / YOUTH BRIDGE. INC. foMnrrl By rR E s r O, .. ur TWF 6tcr BUILCINCS. INC. nnucrarj (71tla) 717V NOTE: Secretary of the Owner should attep. If Contractor S a corymattoa, Secretary should unless. I I I I I HUDJ2SF 1601 I I GPO 669.600 I H D-423b-S(P) I I C C I I I I I I I I I I I U.S. DEPARTMENT OF HCUS:NG AND URBAN DEVELOPMENT Community Development Block Grant Program GENERA. COND:TIONS '. Contract and Contract Documents The project to be constructed pursuant to this contract will be financed with assistance from the Department of Housing and Urban Development and is subject to all applicable Federal laws and regulations. The Plans, Specifications, and Addenda, hereinafter enumerated in Paragraph 1 of the Supplemental General Conditions shall form part of the contract and the provisions thereof shall be as binding upon the parties hereto as if they were herein fully set forth. The table of contents, titles, headings, running headlines and marginal notes contained herein and in said documents are solely to facilitate reference to various provisions of the contract documents and in no way affect, limit, or cast light on the interpretation of the provisions to which they refer. CONTENTS* 1. Contract and Contract Documents 2. Definitions 3. •Additional Instructions & Detail Drawings 4. Shop or Setting Drawings 5. Materials, Services, & Facilities 6. Contractor's Title to Material 7. :nspection & Testing of Materials 8. "Or Equal" Clause 9. Patents 10. Surveys, Permits & Regulations P. Contractor's Obligations 12. Weather Conditions 13. Protection of Work & Property - Emergency 14. Inspection 15. Reports, Records & Data 16. Superintendence by Contractor 17. Changes in Work 18. Extras 19. Time for Completion & Liquidated Damages 20. Correction of Work 21. Subsurface Condition Found Different 22. Claims for Extra Cost 23. Right of Owner to Terminate Contract 24. Construction Schedule & Periodic Estimates 25. Payments to Contractors 26. Acceptance of Final Payment as Release 27. Payments by Contractor 28. Insurance 29. Contract Security 30. Additional or Substitute Bond 31. Assignments 32. Mutual Responsibility of Contractors 33. Separate Contracts 34. Subcontracting 35. Architect/Engineer's Authority 36. Stated Allowances 37. Use of Premises & Removal of Debris 38. Quantities of Estimate 39. Lands & Rights -of -Way 4C. General Guaranty 41. Conflicting Conditions 42. Notice & Service Thereof 43. Required Provision Deemed Inserted 44. Protection of Lives & Health 45. Subcontracts 46. Equal Employment Opportunity 47. Interest of Member of Congress 48. Other Prohibited Interests 49. Use Prior Owner's Acceptance 50. Photographs 51. Suspension of Work 52. Anticipated Fringe Benefits 53. Overtime Compensation 54. Apprentices/Trainees 55. Employment Prohibited 56. Compliance with Anti -Kickback Act 57. Classifications Not Listed 58. Fringe Benefits Not Expressed 59. Posting Wage Rates 60. Complaints, Proceedings or Testimony 61. Claims and Disputes 62. Questions Concerning Regulations 63. Payrolls and Records 64. Specific Coverage 65. Ineligible Subcontractors 66. Provisions tc be Included 67. Employment Practices 68. Contract Termination; Debarment *Attachment to Federal Labor Standards Provisions II Index of Genera! Conditions Subject Section Subject Section U Accident Prevention . . . . . . . . 44 Cb:igaticns of Contractor . '1 Additional Bond . . . . . . . . . .30 "Or Equal" Clause . . . . . . . . 8 Additional Instructions . . . . . . 3 Overtime Compensation . . . . . . 53 }Allowances . . . . . . . . . . . . . 36 Owner's Right to Terminate. . . . 23 Anti -Kickback Act . . . . . . . . . 56 Patents . . . . . . . . . . . . . 9 Apprentices/Trainees. . . . . . . . 54 Payments by Contractor. . . . . . 27 Architect's Authority . . . . . . . 35 Payments to Contractor. . . . . . 25 Assignments 3' Payrolls and Records. . . . . . . 63 Bond, Security. . . . . . . . . . . 29 Periodic Estimates . . . . . . . 24 Bond, Security; Additional. . . . . 30 Permits, Surveys, Regulations . . 10 Changes in Work . . . . . . . . . . 17 Photographs . . . . . . . . . . . 50 Claims to Extra Cost. . . . . . . . 22 Posting Minimum Wage Rates. . . . 59 Completion Time . . . . . . . . . . 19 Prohibited Interests. . . . . . 48 Complaints, Proceedings or . Protection of Lives and Health. 44 Testimony 60 Protection of Work, Property. . . . 13 Condition, Subsurface . . . . . . . 2' •Provisions Required by Law. . . . 43 Conflicting Conditions. . 41 Quantities of Estimate. 38 Construction Schedule . . . . . . . 24 . . Questions Concerning Regulation . 62 Contract Documents. . . . . . . . . 1 Release of Contractor 26 Contract Security . . . . . . . . .29 . . . . Removal of Debris . . . . . . . Contractor's Insurance. . . . . . . 28 . Reports, Records and Data . . . . .37 . 15 Contract Termination. . . . . . . . 68 Responsibility of Contractor. . . 32 Contractor's Mutual Responsibility. 32 Right of Owner to Terminate . . . 23 Contractor's Obligations. 11 Rights -of -Way . . . . . . . . . . 39 Claims and Disputes . . . . . . . . 61 Schedule of Construction. . . . 24 Contractor's Title to Material. . . 6 Security. . . . . . . . . . . . . . 29 Classifications Not Listed. . . . . 57 Separate Contracts. . . . . . . . 33 Correction of Work. . . . . . . . . 20 Services, Materials, Facilities . 5 Damages, Liquidated . . . . .. . . '9 Shop Drawings . . . . . . . . . . 4 Data, Reports and Records . . . . . -5 Specific Coverage . . . . . . . . 64 Debarment; Breach of Labor Stated Allowances . . . . . 36 Standards............68 . . . . . . . . . . . 68 . . . . . . . Subcontracting..........34,45 . . . . 34, 45 Debris Removal. . . . . . . . . . . 37 Subcontractor's insurance . . . . 28 Definitions . . . . . . . . . . . . 2 Subcontractors, ineligible. . . . 65 Detail Drawings . . . . . . . . . . 3 Substitute Bond . . . . . . . . . 30 Different Subsurface. . . . . . . . 21 Subsurface Conditions . . . . . . 21 Discrimination, Employment. . . . . 46 Superintendence by Contractor . . 16 Drawings, Detail. . . . . . . . . . 3 Surveys, Permits. . . . . . . . . 10 Emergencies . . . . . . . . . . . . 13 Suspension of Work. . . . . . . . 51 Employment Practices. . . . . . . . 67 Termination of Contract . . . . . 23, 68 ;Equal Employment Opportunity. . . . 46 Testing of Materials. . . . . . . 7 Estimated Quantities. . . . . . . . 38 Time for Completion . . . . . . . 19 Extras. . . . . . . . . . . . . . . 18 Title to Materials. . . . . . . . 6 Final Payment . . . . . . . . . . . 26 Trainees/Apprentices. . . . . . . 54 'Guarantee, General. . . . . . . . . 40 Use and Occupancy . . . . . . . . 49 Inspection . . . . . . . . . . . . . 14 Use of Premises . . . . . . . . 37 Inspection of Materials . . . . . . 7 Weather Conditions. . . . . . 12 . . . . . . . . insurance.........a...28 . . . . 28 Lards and Rights -of -Way . . ... . . 39 'Anticipated Fringe Benefits . . . 52 Legal Provisions, Implied . . . . ..43 *Employment Prohibited . . . . . . 55 Liquidated Damages. . . . . . . . . 19 'Fringe Benefits Not Expressed . . 58 Materials 5 'Provisions to be included Member of Congress. . . . . . . . . 47 Nondiscrimination, Employment . . . 46 Notice and Service. . . . . . . . . 42 I 2. 3. Definitions The following terms as used in this contract are respectively defined as follows: (a) "Contractor": A person, firm or corporation with whom the contract is made by the Owner. (b) "Subcontractor": A person, firm or corporation supplying labor and materials or only labor for work at the site of the project for, and under separate contract or agreement with, the Contractor. (c) "Work on (at) the project": Work to be performed at the location of the project, including the transportation of materials and supplies to or from the location of the project by employees of the Contractor and any Subcontractor. Additional Instruction and Detail Drawings The Contractor will be furnished additional instructions and detail drawings as necessary to carry out the work included in the contract. The additional drawings and instructions thus supplied to the Contractor will coordinate with the Contract Documents and will be so prepared that they can be reasonably interpreted as part thereof. The Contractor shall carry out the work in accordance with the additional detail drawings and instructions. The Contractor and the Architect/Engineer will prepare jointly (a) a schedule, fixing the dates at which special detail drawings will be required, such drawings, if any, to be furnished by the Architect/Engineer in accordance with said schedule, and (b) a schedule fixing the respective dates for the submission of shop drawings, the beginning of manufacture, testing and installation of materials, supplies and equipment, and the completion of the various parts of the work; each such schedule to be subject to change from time to time in accordance with the progress of the work. Shop or Setting Drawings The Contractor shall submit promptly to the Architect/Engineer two (2) copies of each shop or setting drawing prepared in accordance with the schedule predetermined as aforesaid. After examination of such drawings by the Architect/Engineer, and the return thereof, the Contractor shall make such corrections to the drawings as have been indicated and shall furnish the Architect/Engineer with two (2) corrected copies. If requested by the Architect/Engineer the Contractor must furnish additional copies. Regardless of corrections made in or approval given to such drawings by the Architect/Engineer, the Contractor will nevertheless be responsible for the accuracy of such drawings and for their conformity to the Plans and Specifications, unless he notifies the Architect/Engineer in writing of any deviations at the time he furnishes such drawings. I 5. Materials, Services, and Facilities (a) It is understood that except as otherwise specifically stated in the Contract Documents, the Contractor shall provide and pay for all materials, labor, tools, equipment, water, light, power, transportation, superintendence, temporary construction of every nature, and all other services and facilities of every nature whatsoever necessary to execute, complete, and deliver the work with the specified time. ' (b) Any work necessary to be performed after regular working hours, on Sundays or Legal Holidays, shall be performed without additional expense to the Owner. 6. Contractor's Title to Materials No materials or supplies for the work shall be purchased by the Contractor or by any Subcontractor subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller. The Contractor warrants that he has good title to all materials and supplies used by him in the work, free from all liens, claims or encumbrances. 7.' Inspection and Testing of Materials (a) All materials and equipment used in the construction of the project shall be subject to adequate inspection and testing in accordance with accepted standards. The laboratory or inspection agency shall be selected by the Owner. The Owner will pay for all laboratory inspection service direct, and not as part of the contract. (b) Materials of construction, particularly those upon which the ' strength and durability of the structure may depend, shall be subject to inspection and testing to establish conformance with specifications and suitability for uses intended. 8. "Or Equal" Clause Whenever a material, article, or piece of equipment is identified ■ on the plans or in the specifications by reference to �J manufacturer's or vendor's names, catalogue numbers, etc., it is intended merely to establish a standard; and, any material, article, or equipment of other manufacturers and vendors which will perform adequately the duties imposed by the general design will be considered equally acceptable provided the material, article, or equipment so proposed is, in the opinion of the Architect/Engineer, of equal substance and function. It shall not be purchased or installed by the Contractor without the Architect/Engineer's written approval. I J it . 9. Patents (a) The Contractor shall hold and save the Owner and its officers, agents, servants, and employees harmless from liability of any nature or kind, including cost and expenses for, or on account of, any patented or unpatented invention, process, article, or appliance manufactured or used in the performance of the contract, including its use by the Owner, unless otherwise specifically stipulated in the Contract Documents. (b) License or Royalty Fees: License and/or Royalty Fees for the use of a process which is authorized by the Owner of the project must be reasonable, and paid to the holder of the patent or his authorized licensee, direct by the Owner and not by or through the Contractor. (c) If the Contractor uses any design, device, or materials covered by letters, patent or copyright, he shall provide for such use by suitable agreement with the Owner of such patented or copyrighted design, device, or material. It is mutually agreed and understood, that, without exception, the contact prices shall include all royalties or cost arising I. from the use of such design, device, or materials, in any way involved in the work. The Contractor and/or his Sureties shall indemnify and save harmless the Owner of the project from any and all claims for infringement by reason of the use of such patented or copyrighted design, device or materials or any trademark or copyright in connection with work agreed to be performed under this contract, and shall indemnify the Owner for any cost, expense or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work of after completion of the work. ' 10. Surveys, Permits, and Regulations Unless otherwise expressly provided for in the Specifications, the Owner will furnish to the Contractor all surveys necessary for the execution of the work. The Contractor shall procure and pay all permits, licenses, and approvals necessary for the execution of his contract. The Contractor shall comply with all lave, ordinances, rules, orders, and regulations relating to performance of the work, the protection of adjacent property, and the maintenance of passageways, guard fences or other protective facilities. II F Ii I 11. Contractor's Obligations The Contractor shall and will, in good workmanlike manner, do and ' perform all work and furnish all supplies and materials, machinery, equipment, facilities, and means, except as herein otherwise expressly specified, necessary or proper to perform and complete all the work required by this contract, within the time herein specified, in accordance with the provisions of this contract and said specifications and in accordance with the plans and drawings covered by this contract, any and all supplemental plans and drawings, and in accordance with the directions of the Architect/Engineer as given from time to time during the progress of the work. He shall furnish, erect, maintain, and remove such construction plant and such temporary works as may be required. The Contractor shall observe, comply with, and be subject to all terms, conditions, requirements, and limitations of the contract and specifications, and shall do, carry on, and complete the entire work to the satisfaction of the Architect/Engineer and the Owner. 12. Weather Conditions ` In the event of temporary suspension of work, or during inclement weather, or whenever the Architect/Engineer shall direct, the Contractor will, and will cause his subcontractors to, protect carefully his and their work and materials against damage or injury from the weather. If, in the opinion of the Architect/Engineer, any work or materials shall have been damaged or injured by reason of failure on the part of the Contractor or any of his subcontractors so to protect his work, such materials shall be removed and replaced at the expense of the Contractor. 13. Protection of Work and Property - Emergency The Contractor shall at all times safely guard the Owner's property from injury or loss in connection with this contract. He shall at all times safely guard and protect his own work, and that of adjacent property from damage. The Contractor shall replace or make good any such damage, loss, or injury unless such be caused directly by errors contained in the contract or by the Owner, or his duly authorized representatives. In case of an emergency which threatens loss or injury of property, and/or safety of life, the Contractor will be allowed to act, without previous instructions from the Architect/Engineer, in a diligent manner. He shall notify the Architect/Engineer immediately thereafter. Any claim for compensation by the Contractor due to such extra work shall be promptly submitted to the Architect/Engineer for approval. Where the Contractor has not taken action but has notified the Architect/Engineer of an emergency threatening injury to persons or damage to the work or any adjoining property, he shall act as instructed or authorized by the Architect/Engineer. I The amount of reimbursement claimed by the Contractor on account of any emergency action shall be determined in the manner provided in Paragraph 17 of the General Conditions. 14. Inspection The authorized representatives and agents of the Department of Housing and Urban Development shall be permitted to inspect all work, materials, payrolls, records of personnel, invoices of materials, and other relevant data and records. 15. Reports, Records, and Data The Contractor shall submit to the Owner such schedules of quantities and costs, progress schedules, payrolls, reports, estimates, records, and other data as the Owner may request concerning work performed or to be performed under this contract. ■ 16. Superintendence by Contractor At the site of the work the Contractor shall employ a construction superintendent or foreman who shall have full authority to act for the Contractor. It is understood that such representative shall be acceptable to the Architect/Engineer and shall be one who can be continued in that capacity for the particular job involved unless he ceases to be on the Contractor's payroll. 17. Changes in Work No changes in the work covered by the approved Contract Documents shall be made without having prior written approval of the Owner. Charges or credits for the work covered by the approved change shall be determined by one or more, or a combination of the following methods: (a) Unit bid price previously approved. (b) An agreed lump sum. (c) The actual cost of: 1. Labor, including foreman; 2. Materials entering permanently into the work; 3. The ownership or rental cost of construction plant and equipment during the time of use on the extra work; 4. Power and consumable supplies for the operation of power ' equipment; 5. Insurance; 6. Social Security and old age and unemployment contributions. To the cost under (c) there shall be added a fixed fee to be agreed upon but not to exceed fifteen percent (15%) of the actual cost of the work. The fee shall be compensation to cover the cost of supdrvision, overhead, bond, profit, and any other general expenses. I 18. Extras without invalidating the contract, the Owner may order extra work or make changes by altering, adding to or deducting from the work, the contract sum being adjusted accordingly, and the consent of the Surety being first obtained, where necessary or desirable. All the work of the kind bid upon shall be paid for at the price stipulated in the proposal, and no claims for any extra work or materials shall be allowed unless the work is ordered in writing by the Owner or its Architect/Engineer, acting officially for the Owner, and the price is stated in such order. ( 19. 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 the time for completion as specified in the contract of the 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." ' The Contractor agrees that said work shall be prosecuted regularly, diligently, and uninterruptedly at such rate of I. progress as will insure full completion thereof within the time specified. It is expressly understood and agreed, by and between the Contractor and the Owner, that the time for the completion of the work described herein is a reasonable time for the completion L of the same, taking into consideration the average climatic range and usual industrial conditions prevailing in this locality. If the said Contractor shall 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 a part consideration for the awarding of this contract, to pay the Owner the amount specified in the contract, not as a penalty but as liquidated damages for such breach of contract as hereinafter set forth, for each and every calendar day that the Contractor shall be in default after the time stipulated in the contract for completing the work. The said amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages the Owner would in such event sustain, and said amount is agreed to be the amount of damages which the Owner would sustain and said amount shall be retained from time to time by the Owner from current periodical estimates. I I I It is further agreed that time is of the essence of each and every portion of this contract and of the specifications wherein a definite and certain length of time is fixed for the performance of any act whatsoever; and where under the contract an additional time is allowed for the completion of any work, the new time limit fixed by such extension shall be of the essence of this contract. Provided, that the Contractor shall not be charged with liquidated damages or any excess cost when the Owner determines that the Contractor is without fault and the Contractor's reasons for the time extension are acceptable to the Owner; Provided, further, that the Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due: (a) To any preference, priority or allocation order duly issued by the Government; (b) To unforseeable cause beyond the control and without the fault or negligence of the Contractor, including but not restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and severe weather; and (c) To any delays of Subcontractors or suppliers occasioned by any of the causes specified in subsections (a) and (b) of this article. Provided, further. that the Contractor shall, within ten (10) days from the beginning of such delay, unless the Owner shall grant a further period of time prior to the date of final settlement of the contract, notify the Owner, in writing, of the causes of the delay, who shall ascertain the facts and extent of the delay and notify the Contractor within a reasonable time of its decision in the matter. 20. Correction of Work All work, all materials, whether incorporated in the work or not, all processes of manufacture, and all methods of construction shall be at all times and places subject to the inspection of the Architect/Engineer who shall be the final Judge of the quality and suitability of the work, materials, processes, of manufacture, and methods of construction for the purposes for which they are used. Should they fail to meet his approval they shall be forthwith reconstructed, made good, replaced and/or corrected, as the case may be, by the Contractor at his own expense. Rejected material shall immediately be removed from the site. If, in the opinion of the Architect/Engineer, it is undesirable to replace any defective or damaged materials or to reconstruct or correct any portion of the work injured or not performed in accordance with the Contract Documents, the compensation to be paid to the Contractor hereunder shall be reduced by such amount as in the judgement of the Architect/Engineer shall be equitable. I 21. Subsurface Conditions Found Different Should the Contractor encounter subsurface and/or latent ' conditions at the site materially differing from those shown on the Plans or indicated in the Specifications, he shall immediately give notice to the Architect/Engineer of such conditions before they are disturbed. The Architect/Engineer will thereupon promptly investigate the conditions, and if he finds that they materially differ from those shown on the Plans or indicated in the Specifications, he will at once make such changes in the Plans and/or Specifications as he may find necessary, any increase or decrease of cost resulting from such changes to be adjusted in the manner provided in Paragraph 17 of the General Conditions. 22. Claims for Extra Cost No claim for extra work or cost shall be allowed unless the same was done in pursuance of a written order of the Architect/Engineer approved by the Owner, as aforesaid, and the claim presented with the first estimate after the changed or extra work is done. When work is performed under the terms of subparagraph 17(c) of the General Conditions, the Contractor shall furnish satisfactory bills, payrolls, and vouchers covering all items of cost and when ' requested by the Owner, give the Owner access to accounts relating thereto. 23. Right of the Owner to Terminate Contract In the event that any of the provisions of this contract are violated by the Contractor, or by any of his subcontractors, the Owner may serve written notice upon the Contractor and the Surety of its intention to terminate the contract, such notices to contain the reasons for such intention to terminate the contract, I and unless within ten (10) days after the serving of such notice upon the Contractor, such violation or delay shall cease and satisfactory arrangement of correction be made, the contract shall, upon the expiration of said ten (10) days, cease and terminate. In the event of any such termination, the Owner shall immediately serve notice thereof upon the Surety and the Contractor, and the Surety shall have the right to take over and perform the contract; Provided, however, that if the Surety does not commence performance thereof within ten (10) days from the date of the mailing to such Surety of notice of termination, the Owner may take over the work and prosecute the same to completion by contract or by force account for the account and at the expense of the Contractor, and the Contractor and his Surety shall be liable to the Owner for any excess cost occasioned the Owner thereby, and in such event the Owner may take possession of and utilize in completing the work, such materials, appliances, and plant as may be on the site of the work and necessary therefor. S I I I 24. Construction Schedule and Periodic Estimates Immediately after execution and delivery of the contract, and before the first partial payment Is made, the Contractor shall deliver to the Owner an estimated construction progress schedule in form satisfactory to the Owner, showing the proposed dates of commencement and completion of each of the various subdivisions of work required under the Contract Documents and the anticipated amount of each monthly payment that will become due the Contractor is accordance with the progress schedule. The Contractor shall also furnish on forms to be supplied by the Owner (a) detailed estimate giving a complete breakdown of the contract price and (b) periodic itemized estimates of work done for the purpose of making partial payments thereon. The costs employed in asking up any of these schedules will be used only for determining the basis of partial payments and will not be considered as fixing a basis for additions to or deductions from the contract price. 25. Payments to Contractor (a) To insure the proper performance of this contract, the Owner shall retain ten percent (10%) of the amount of each estimate until final completion and acceptance of all work covered by I. this contract: Provided, that the Contractor shall submit his estimate not later than the first day of the month; Provided, further, that the Owner at any time after seventy five percent (75%) of the work has been completed, if it finds that satisfactory progress is being made, may reduce retainage to five prcent (5%); Provided, further, that on completion and acceptance of each separate building, public work, or other division of the contract, on which the price is stated separately in the contract, payment may be made in full, including retained percentages thereon, less authorized deductions. (b) In preparing estimates the material delivered on the site and preparatory work done may be taken into consideration. (c) All material and work covered by partial payments made shall thereupon become the sole property of the Owner, but this provision shall not be construed as relieving the Contractor from the sole responsibility for the care and protection of materials and work upon which payments have been made or the restoration of any damaged work, or as a waiver of the right of the Owner to require the fulfillment of all the terms of the contract. (d) Owner's Riaht to Withhold Certain Amounts and Make Application Thereof: The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of the lawful .demands of subcontractors, laborers, workmen, mechanics, materialmen, and furnishers of machinery and parts thereof, equipment, power tools, and all supplies, including commissary,incurred in the furtherance of the performance of this contract. The Contractor shall, at the Owner's request, furnish satisfactory evidence that all obligations of the nature hereinabove designated have been I paid, discharged, or waived. If the Contractor fails to do so, then the Owner may, after having served written notice on the said Contractor, either pay unpaid bills, of which the Owner has written notice, direct, or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged whereupon payment to the Contractor shall be resumed, in accordance with the terms of this contract, but in no event shall the provision of this sentence be construed as to impose any obligations upon the Owner to either the Contractor or his Surety. In paying any unpaid bills of the Contractor, the Owner shall be deemed the agent of the Contractor, and any payment so made by the Owner shall be considered as a payment made under the contract by the Owner to the Contractor and the Owner shall not be liable to the Contractor for any such payments made in good faith. 26. Acceptance of Final Payment Constitutes Release The acceptance by the Contractor of final payment shall be and shall operate as a release to the Owner of all claims and all liability to the Contractor for all things done or furnished in connection with this work and for every act and neglect of the Owner and other relating to or arising out of this work. No payment, however, final or otherwise, shall operate to release the Contractor or his sureties from any obligations under this contract or the Performance and Payment Bond. 27. Payment by the Contractor The Contractor shall pay (a) for all transportation and utility services no later than the 20th day of the calendar month following that in which the services are rendered, (b) for all ' materials, tools, and other expendable equipment to the extent of ninety percent (90%) of the cost thereof, not later than the 20th day of the calendar month following that in which such materials, tools, and equipment are delivered at the site of the project and the balance of the cost thereof, not later than the 30th day following the completion of that part of the work in or on which such materials, tools, equipment are incorporated or used, and (c) to each of his subcontractors, not later than the 5th day following each payment to the Contractor, the respective amounts allowed the Contractor on account of the work performed by his subcontractors to the extent of each subcontractor's interest therein. II I I 28. Insurance The Contractor shall not commence work under this contract until he has obtained all the insurance required under this paragraph and such insurance has been approved by the Owner, nor shall the Contractor allow any subcontractor to commence work on his subcontract until the insurance required of the subcontractor has been so obtained and approved. (a) Compensation Insurance: The Contractor shall procure t and shall maintain during the life of this contract Workman's Compensation Insurance as required by applicable State or territorial law for all of his employees to be engaged in work at the site of the project under this contract and, in case of any such work sublet, the Contractor shall require the subcontractor similarly to provide Workman's Compensation Insurance for all the latter's employees to be engaged in ' such work unless such employees are covered by the protection afforded by the Contractor's Workman's Compensation Insurance. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workman's Compensation Statute, the Contractor shall provide and shall cause each subcontractor to provide adequate employer's liability insurance for the I. protection of such of his employees as are not otherwise protected. (b) Contractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance: the Contractor shall procure and shall maintain during the life of this contract Contractor's Public Liability Insurance, Contractor's Property Damage Insurance, and Vehicle Liability Insurance in the amounts specified in the Supplemental General Conditions. I (c) I I I I Contractor shall either (1} require each of his subcontractors to procure and to maintain during the life of his subcontract, Subcontractor's Public Liability, Property Damage Insurance, and Vehicle Liability Insurance of the type and in the amounts specified in the Supplemental General Conditions specified in subparagraph (b) hereof or, (2) insure -the activities of his policy, specified in subparagraph (b) hereof. Scone of Insurance and Special Hazards; The insurance required under subparaqraphs (b) and (c) hereof shall provide adequate protection for the Contractor and his subcontractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him and, also against any of the special hazards which may be encountered in the performance of this contract as enumerated in the Supplemental General Conditions. I J I II I III H I H A I I I H I I Li (e) Until the project is completed and accepted by the Owner, the Owner or Contractor (at the Owner's option as indicated in the Supplemental General Conditions, Form HUD -1238-N) is required to maintain Builder's Risk Insurance (fire and extended coverage) on a 100 percent completed value basis on the insurable portion of the project for he benefit of the Owner, the Contractor, subcontractors as their interests may appear. The Contractor shall not include any costs for Builder's Risk Insurance (fire and extended coverage) premiums during construction unless the Contractor is required to provide such insurance; however, this provision shall not release the Contractor from his obligation to complete, according to plans and specifications, the project covered by the Contract, and the Contractor and his Surety shall be obligated to full performance of the Contractor's undertaking. (f) Proof of Carriage of Insurance: the Contractor shall furnish the Owner with certificates showing the type, amount, class of operations covered, effective dates and date of expiration of policies. Such certificatse shall also contain substantially the following statement: "The insurance covered by this certificate will not be cancelled or materially altered, except after ten (10) days written notice has been received by the Owner." 29. Contract Security The Contractor shall furnish a performance bond in an amount at least equal to one hundred percent (100%) of the contract prices as security for the faithful performance of this contract and also a payment bond in an amount not less than one hundred percent (100%) of the contract price or in a penal sum not less than that prescribed by State, territorial or local law, as security for the payment of all persons performing labor on the project under this contract and furnishing materials in connection with this contract. The performance bond and the payment bond may be in one or in separate instruments in accordance with local law. 30. )Additional or Substitute Bond If, at any time the Owner for justifiable cause shall be or become dissatisfied with any surety or sureties, then upon the Performance or Payment Bonds, the Contractor shall within five (5) days after notice from the Owner so to do, substitute an acceptable bond (or bonds) in such form and sum and signed by such other surety or sureties as may be satisfactory to the Owner. The premiums on such bonds shall be paid by the Contractor. No further payments shall be deemed due or shall be made until the new surety or sureties shall have furnished such an acceptable bond to the Owner. I I 31. Assignments ' The Contractor shall not assign the whole or any part of this contract or any moneys due or to become due hereunder without ' written consent of the Owner. In case the Contractor assigns all or any part of any moneys due or to become due under this contract, the instrument of assignment shall contain a clause substantially to the effect that it is agreed that the right of the assignee in and to any moneys due or to become due to the Contractor shall be subject to prior claims of all persons, firms and corporations of services rendered or materials supplied for ' the performance of the work called for in this contract. 32. Mutual Responsibility of Contractors If, through acts of neglect on the part of the Contractor, any other Contractor or any subcontractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other ' Contractor or subcontractor by agreement or arbitration if such other Contractor or subcontractor will settle. If such other Contractor or subcontractor shall assert any claim against the ' Owner on account of any damaged alleged to have been sustained, the Owner shall notify the Contractor, who shall indemnify and save harmless the Owner against any such claim. 1 33. Separate Contract The Contractor shall coordinate his operations with those of other ' Contractors. Cooperation will be required in the arrangement for the storage of materials and in the detailed execution of the work. The Contractor, including his subcontractors, shall keep informed of the progress and the detail work of other Contractors and shall notify the Architect/Engineer immediately of lack of progress or defective workmanship on the part of the Contractors. Failure of a contractor to keep informed of the work progressing on the site and failure to give notice of lack of progress or defective workmanship by others shall be construed as acceptance by him of the status of the work as being satisfactory for proper coordination with his own work. 34. Subcontracting (a) The Contractor may utilize the services of specialty subcontractors on those parts of the work which, under normal ' contracting practices, are performed by specialty subcontractors. (b) The Contractor shall not award any work to any subcontractor without prior written approval of the Owner, which approval will not be given until the Contractor submits to the Owner a written statement concerning the proposed award to the subcontractor, which statement shall contain such information as the Owner may require. (c) The Contractor shall be as fully responsible to the Owner for the acts and omissions of his subcontractors, and of persons either directly or indirectly employed by them, as he is for the acts and omissions of persons directly employed by him. II (d) The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind subcontractors to the Contractor by the terms of the General Conditions and other contract documents insofar as applicable to the work of subcontractors and to give the Contractor the same power as regards terminating any subcontract that the Ownei may exercise over the Contractor under any provision of the contract documents. (e) Nothing contained in this contract shall create any contractual relation between any subcontractor and the Owner. ■ 35. Architect/Engineer's Authority I The Architect/Engineer shall give all orders and directions contemplated under this contract and specifications, relative to the execution of the work. The Architect/Engineer shall determine I the amount, quality, acceptability, and fitness of the several kinds of work and materials which are to be paid for under this contract and shall decide all questions which may arise in relation to said work and the construction thereof. The Architect/Engineer's estimates and decisions shall be final and conclusive, except as herein otherwise expressly provided. In case any question shall arise between the parties hereto relative I to said contract or specifications, the determination or decision of the Architect/Engineer shall be a condition precedent to the right of the Contractor to receive any money or payment for work under this contract affected in any manner or to any extent by such question. The Architect/Engineer shall decide the meaning and intent of any portion of the specifications and of any plans or drawings where the same may be found obscure or be in dispute. Any differences or conflicts in regard to their work which may arise between the Contractor under this contract and other Contractors performing work for the Owner shall be adjusted and determined by the Architect/Engineer. 36. Stated Allowances I II II L The Contractor shall include in his proposal the cash allowances stated in the Supplemental General Conditions, The Contractor shall purchase the "Allowed Materials" as directed by the Owner on the basis of the lowest and best bid of at least three competative bids. If the actual price for purchasing the "Allowed Materials" is more or less than the "Cash Allowance," the contract price shall be adjusted accordingly, The adjustment in contract price shall be made on the basis of the purchase price without additional charges for overhead, profit, insurance or any other incidental expenses. The cost of installation of the "Allowed Materials" shall be included in the applicable sections of the Contract Specifications covering this work. I I 37. Use of Premises and Removal of Debris The Contractor expressly undertakes at his own expense: ' (a) to take every precaution against injuries to persons or damage to property; (b) to store his apparatus, materials, supplies and equipment in ' such orderly fashion at the site of the work as will not unduly interfere with the progress of his work or the work of any other contractors; (c) to place upon the work or any part thereof only such loads as are consistent with the safety of that portion of the work; (d) to clean up frequently all refuse, rubbish, scrap materials, ' and debris caused by his operations, to the end that at all times the site of the work shall present a neat, orderly and workmanlike appearance; (e) before final payment, to remove all surplus material, false- ' work, temporary structures, including foundations thereof, plant of any description and debris of every nature resulting from his operations, and to put the site in a neat, orderly ' condition; (f) to effect all cutting, fitting, or patching of his work required to make the same conform to the plans and ' specifications and,except with the consent of the Architect/Engineer, not to cut or otherwise alter the work of any other Contractor. ' 38. Quantities of Estimate Wherever the estimated quantities of work to be done and materials to be furnished under this contract are shown in any of the documents including the proposal, they are given for the use in comparing bids and the right is especially reserved except as ' herein specifically limited, to increase or diminish them as may be deemed reasonably necessary or desirable by the Owner to complete the work contemplated by this contract, and such increase or diminution shall in no way vitiate this contract, nor shall any such increase or diminution give cause for claims or liability for damages. 39. Lands and Rights -of -Way Prior to the start of construction, the Owner shall obtain all lands and rights -of -way necessary for the carrying out and 'completion of work to be performed under this contract. I] I I L I I I I I 40. General Guaranty Neither the final certificate of payment nor any provision in the Contract Documents, nor partial or entire occupancy of the premises by the Owner, shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects in the work and pay for any damage to other work resulting therefrom, which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified. The Owner will give notice of observed defects with reasonable promptness. ' 41. Conflicting Conditions Any provision in any of the Contract Documents which may be in conflict or inconsistent with any of the paragraphs in these General Conditions shall be void to the extent of such conflict or inconsistency. 42. Notice and Service Thereof Any notice to any Contractor from the Owner relative to any part II of this contract shall be in writing and considered delivered and the service thereof completed, when said notice is posted, by certified or registered mail, to the said Contractor at his last given address, or delivered in person to the said Contractor or his authorized representative on the work. ' 43. Provisions Requited by Law Deemed Inserted Each and every provision of law and clause required by law to be inserted in this contract shall be deemed to be inserted herein ' and the contract shall be read and enforced as though it were included herein, and if through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon the application of either party the contract shall forthwith be physically amended to make such insertion or correction. III. Protection of Lives and Health "The Contractor shall exercise proper precaution at all times for the protection of persons and property and shall be responsible for all damages to persons or property, either on or off the site, which occur as a result of his prosecution of the work. The safety provisions of applicable laws and building and construction ' codes, in addition to specific safety and health regulations described by Chapter XIII, Bureau of Labor Standards, Department of Labor, Part 1518, Safety and Health Regulations for ' Construction, as outlined in the Federal Register, Volume 36, No. 75, Saturday, April 17, 1971. Title 29 - Labor, shall be observed and the Contractor shall take or cause to be taken, such additional safety and health measures as the Contracting Authority ' may determine to be reasonably necessary." I I 1 45. Subcontracts The Contractor will insert in any subcontracts the Federal Labor ' Standards Provisions contained herein and such other clauses as the Arkansas Industrial Development Commission may, by instructions, require, and also a clause requiring the ' subcontractors to include these clauses in any lower tier subcontracts which they may enter into, together with a clause requiring this insertion in any further subcontracts that may in turn be made. 46. Equal Employment Opportunity U During the performance of this contract the Contractor agrees as follows: ' (a) The Contractor will not discriminate against any employee or applicant for employment because of race, religion, sex, color or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, or national origin. Such action shall include, but not be limited to the I. following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and ' selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (b) The Contractor will, in all solicitations or advertisement for employees placed by or on behalf of the Contractor, state ' that all qualified applicants will receive consideration for employment without regard to race, religion, sex, color, or national origin. ' (c) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the labor union or workers' ' representative of the contractor's commitments under Section 202 of Executive Order No. 11246 of September 24,1965, and shall post copies of the notice in conspicuous places t available to employees and applicants for employment. (d) The Contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, ' regulations, and relevant orders of the Secretary of Labor. (e) The Contractor will furnish all information and reports required by Executive. Order No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of ' Labor or pursuant thereto, and will permit access to his books, records, and accounts by the Department of Housing and Urban Development, the Arkansas Industrial Development U Commission or their representatives, and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. I ' (f) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of such rules, regulations, or orders, this contract may be cancelled, terminated, or suspended in whole or In part and the Contractor may be declared ineligible for further Government contracts or Federally -assisted construction 1 contract, in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order No. 11246 of September 24, 1965, ' or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (q) The Contractor will include the provision of paragraphs (a) ' through (q) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. ' 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the Arkansas Industrial Development Commission and Department of Housing and Urban Development may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, I. that in the event the Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the Department of Housing and Urban Development, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. 47. Interest of Member of or Delegate to Congress No member of or Delegate to Congress, or Resident Commissioner, ' shall be admitted to any share or part of this contract or to any benefit that may arise therefrom, but this provision shall not be construed to extend to this contract if made with a corporation ' for its general benefit. 48. Other Prohibited Interests No official of the Owner who is authorized in such capacity and on behalf of the Owner to negotiate, make, accept, or approve, or to take part in negotiating, making, accepting, or approving any ' architectural, engineering, inspection, construction or material supply contract or any subcontract in connection with the construction of the project, shall become directly or indirectly 1 interested personally in this contract or in any part hereof. No officer, employee, architect, attorney, engineer or inspector of or for the Owner who is authorized in such capacity and on behalf of the Owner to exercise any legislative, executive, supervisory or other similar fuctions in connection with the construction of the project, shall become directly or indirectly interested personally in this contract or in any part hereof, any material supply contract, subcontract, insurance contract, or any other contract pertaining to the project. ' 49 1 50. 1 52. 1 I Use and Occupancy Prior to Acceptance by Owner The Contractor agrees to the use and occupancy of a portion or unit of the project before formal acceptance by the Owner, provided the Owner: (a) Secures written consent of the Contractor except in the event, in the opinion of the Architect/Engineer, the Contractor is chargeable with unwarranted delay in final cleanup of punch list items or other contract requirements. (b) Secures endorsement from the insurance -carrier and consent of the surety permitting occupancy of the building or use of the project during remaining period of construction, or, (c) When the project consists of more than one building, and one of the buildings is occupied, secures permanent fire and extended coverage insurance, including a permit to complete construction. Consent of the Surety must also be obtained. Photographs of the Project If required by the Owner, the Contractor shall furnish photographs of the project, in the quantities and as described in the Supplemental General Conditions. Suspension of Work Should the Owner be prevented or enjoined from proceeding with work either before or after the start of construction by reason of any litigation or other reason beyond the control of the Owner, the Contractor shall not be entitled to make or assert claim for damage by reason of such delay; but time for completion of the work will be extended to such reasonable determine will compensate for time lost determination set forth in writing. Anticipated Costs of Fringe Benefits time as the Owner may by such delay with such If the Contractor does not sake payments to a trustee or other third person, he may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing fringe benefits under a plan or program of a type expressly listed in the wage determination decision of the Secretary of Labor which is part of this contract: Provided, however, the Secretary of Labor has found, upon written request of the Contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. A copy of any findings made by the Secretary of Labor in respect to fringe benefits being provided by.the Contractor must be submitted to the Local Public Agency or Public Body with the first payroll filed by the Contractor subsequent to receipt of the findings. Compensation Required by Contract Act (76 Stat. 357-360: Title and Safety Sections Overtime Requirements: No Contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics, including watchmen and guards, shall require or permit any laborer or mechanic in any workweek in which he is employed on such work to work in excess of 40 hours in such work week unless such laborer or mechanic receives compensation at a rate not less than one and one-half times his basic rate of pay for all hours worked in excess of 40 hours in such work week. Violation: Liability for Unpaid Wages Liquidated Damages. In the event of any violation of the clause set forth in paragraph (a), the Contractor and any other subcontractor responsible therefore shall be liable to any affected employee for his unpaid wages. In addition, such Contractor or subcontractor shall be liable to the United States for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic employed in violation of the clause set forth in paragraph (a), in the su■ of $10.00 for each calendar day on which such employee was required or permitted to work in excess of the standard workweek of 40 hours without payment of the overtime wages required by the clause set forth in paragraph (a). Withholding the Liquidated Damages. The Local Public Agency or Public Body shall withhold or cause to be withheld, from any moneys payable on account of work performed by the Contractor or subcontractor, such sums as may administratively be determined to be necessary to satisify any liabilities of such Contractor or subcontractor for liquidated damages as provided in the clause set forth in paragraph (b). Subcontracts. The Contractor shall insert in any subcontracts the clauses set forth in paragraph (a), (b), and (c) of this Section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts which they may enter into, together with a clause requiring this insertion in any further subcontracts that may in turn be made. 54. Employment of Apprentices/Trainees (a) Apprentices will be permitted to work at less than the predetermined rate for work they performed when they are employed and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Manpower Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen in any craft classification shall not be greater than the ratio permitted to the contractor as to his entire workforce under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not a trainee as defined in subdivision (b) of this subparagraph or is not registered or otherwise employed as stated above, shall be paid the wage rate determined by the Secretary of Labor for the classification of work he actually performed. The Contractor or subcontractor will be required to furnish to the contracting officer or a representative of the Wage -Hour Division of the U.S. Department of Labor written evidence of the registration of his program and apprentices as well as the appropriate ration and wage rates (expressed in percentages of the journeyman hourly rates), for the area of contruction prior to using any apprntices on the contract work. The wage rate paid apprentices shall be not less than the appropriate percentage of the journeyman's rate contained in the applicable wage determination. (b) Trainees. Except as provided in 29 CFR 5.15, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification, by the U.S. Department of Labor, Manpower Administration, Bureau of Apprenticeship and Training. The ratio of trainees to journeymen shall not be greater than permitted under the plan approved by the Bureau of Apprenticeship and Training. Every trainee must be paid at not less than the rate specificied in the approved program for his level of progress. Any employee listed on the payroll at a trainee rate who is not registered and participating in a trainee plan approved by the Bureau of Apprenticeship and Training shall be paid not less than the wage rate determined by the Secretary of Labor for the classification of work he actually performs. The Contractor or subcontractor will be required to furnish the contracting officer or a representative of the Wage -Hour Division of the U.S. Department of Labor written evidence of the certification of his program, the registration of the trainees, and the ratios and wages prescribed in that program. In the event the Bureau of Apprenticeship and Training withdraws approval of a training program, the Contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (c) Equal Employment Opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirments of Executive Order No. 11246, as amended, and 29 CFR Part 30. 55. Employment of Certain Persons Prohibited No person under the age of sixteen (16) years old and no person who, at the time, is serving sentence in a penal or correction institution shall be employed on the work covered by this contract. 56. Regulations Pursuant to So -Called "Anti -Kickback Act" I I I Li I II II [1 Li The Contractor shall comply with the applicable regulations (a copy of which is attached and herein incorporated by refrence) of the Secretary of Labor. U.S. Department of Labor, made pursuant to the so-called "Anti -Kickback Act" of June 13, 1934 (48 Stat. 948; 62 Stat. 862; Title U.S.C. Section 874: and Title 40 U.S.C., Section 276c), and any other amendments or modifications thereof, shall cause appropriate provisions to be inserted in subcontracts to insure compliance therewith by all subcontractors subject thereto, and shall be responsible for the submission of affidavits required by subcontractors thereunder, except as said Secretary of Labor may specifically provide for reasonable limitations, variations, tolerances, and exemptions from the requirements thereof. 57. Employement of Laborers or Mechanics Not Listed in Aforesaid Wage Determination Decision Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the Contract will be classified or reclassified conformably to the wage determination by the Local Public Agency or Public Body, and report of the action taked shall be submitted by the Local Public Agency or Public Body, through the Secretary of Housing and Urban Development, to the Secretary of Labor, U.S. Department of Labor. In the event the interested parties cannot agree on the proper classification or reclassification of a particular class of laborers and mechanics to be used, the question accompanied by the recommendation of the Local Public Agency or Public Body shall be referred, through the Secretary of Housing and Urban Development, to the Secretary of Labor for final determination. I L 58. Fringe Benefits Not Expressed as Hourly Wage Rates The Local Public Agency or Public Body shall require, whenever the ' minimum wage rate prescribed in the contract for a class or mechanics includes a fringe benefit which is not expressed as an hourly wage rate and the Contractor is obliged to pay cash equivalent of such fringe benefit, an hourly cash equivalent thereof to be established. In the event the interested parties cannot agree upon a cash equivalent of the fringe benefit, the ' question, accompanied by the recommendation of the Local Public Agency of Public Body, shall be referred, through the Secreatary of Housing and Urban Development, to the Secretary of Labor for determination. ' 59. Posting Wage Detemination Decisions and Authorized Wage Deductions ' the applicable wage poster of the Secretary of Labor, U.S. Department of Labor, and the applicable wage determination decisions of said Secretary of Labor with respect to the various classifications of laborers and mechanics employed and to be employed upon the work covered by this contract, and a statement showing all deductions, if any, in accordance with the provisions of this contract, to be made from wages actually earned by persons I. so employed or to be employed in such classifications, shall be posted at appropriate conspicuous points at the site of the work. ' 60. Complaints, Proceedings, or Testimony by Employees Claims and disputes pertaining to wage rates or to classifications of laborers and mechanics employed upon the work covered by this contract shall be promptly reported by the Contractor in writting to the Local Public Agency or Public Body for referral by the latter through the Secretary of Housing and Urban Development to the Secretary of Labor, U.S. Department of Labor, whose decision shall be final with respect thereto. 61. Claims and Disputes Pertaining to Wage Rates Claims and disputes pertaining to wage rates or to classifications of laborers and mechanics employed upon the work covered by this Contract shall be promptly reported by the Contractor in writing to the Local Public Agency or Public Body for referral by the latter through the Secretary of Housing and Urban Development to the Secretary of Labor, U. S. Department of Labor, whose decision shall be final with respect thereto. 11 I I C1 I 1 62. Questions Concerning Certain Federal Statutes and Regulations I I I I 1 I I 1 1 1 I I 1 I I All questions arising under this contract which relate to the application or interpretation of (a) the aforesaid Anti -Kickback Act, (b) the Contract Work Hours and Safety Standards Act, (c) the aforesaid Davis -Bacon Act, (d) the regulations issued by the Secretary of Labor, U.S.Department of Labor, pursuant to said Acts, or (e) the labor standards provisions of any other pertinent Federal statute, shall be referred, through the Local Public Agency or Public Body and the Secretary of Housing and Urban Development, to the Secretary of Labor, U.S. Department of Labor, for said Secretary's appropriate ruling or interpretation which shall be authoritative and may be relied upon for the purposes of this contract. 63. Payrolls and Basic Records of Contractor and Subcontractors The Contractor and each subcontractor shall prepare his payrolls on forms satisfactory to and in accordance with instructions to be furnished by the Local Public Agency or Public Body. The Contractor shall submit weekly to the Local Public Agency or Public Body two certified copies of all payrolls of the Contractor and of the subcontractors, it being understood that the Contractor shall be responsible for the submission of copies of payrolls of all subcontractors. Each such payroll shall contain the "Weekly Statement of Compliance" set forth in Section 3.3 of Title 29, Code of Federal Regulations. The payrolls and basic payroll records of the Contractor and each subcontractor covering all laborers and mechanics employed upon the work covered by this contract shall be maintained during the course of the work and preserved for a period of 3 years thereafter. Such payrolls and basic payroll records shall contain the name and address of each such employee, his correct classification, rate of pay (including rates of contribution or costs anticipated of the types described in Section 1 (b)(2) of the Davis -Bacon Act), daily and weekly number of hours worked, deductions made, and actual wages paid. In addition, whenever the Secretary of Labor has found under Section 5.5(a)(1)(iv) of Title 29, Code of Federal Regulations, that the wages of any laborer or mechanic includes the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(B) of the Davis -Bacon Act, the Contractor or subcontractor shall maintain records which show that the commitment of provide such benefits is enforceable, that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. The Contractor and each subcontractor shall make his employment records with respect to persons employed by him upon the work covered by this contract available for inspection by authorized representatives of the Secretary of Housing and Urban Development, the Local Public Agency or Public Body, and the U.S. Department of Labor. Such representatives shall be permitted to interview employees of the Contractor or any subcontractor during working hours on the job. FI I 64. Specific Coverage of Certain Types of Work by Employees The transporting of materials and supplies to or from the site of ' the Project or Program to which this contract pertains by the employees of the Contractor or of any subcontrator, and the manufacturing or furnishing of materials, articles, supplies, or equipment on the site of the Project or Program to which this contract pertains by persons employed by the Contractor or by any subcontractor, shall, for the purposes of this contract, and without limiting the generality of the foregoing provisions of this contract, be deemed to work to which these Federal Labor Standards Provisions are applicable. 65. Ineligible Subcontractors The Contractor shall not subcontract any part of the work covered ' by this contract or permit subcontracted work to be further subcontracted without the Local Public Agency's or Public Body's prior written approval of the subcontractor. The Local Public ' Agency or Public Body will not approve any subcontractor for work covered by this contract who is at the time inelegible under the provisions of any applicable regulations issued by the Secretary of Labor, U.S. Department of Labor or the Secretary of Housing and Urban Development, to receive an award of such subcontract. 66. Provisions to be included in Certain Subcontracts The Contractor shall include or cause to be included in each subcontract covering any of the work covered by this contract, provisions which are consistent with the Federal Labor Standards Provisions and also a clause requiring the subcontractors to include such provisions in any lower tier subcontracts which they may enter into, together with a clause requiring such insertion in any further subcontracts that may in turn be made. 67. Employment Practices ' The Contractor shall (1) to the greatest extent practicable, follow hiring and employment practices for work on the project which will provide new job opportunities for the unemployed and the underemployed, and (2) insert or cause to be inserted the same provision in each construction subcontract. 68. Contract Termination; Debarment A breach of Section 45 and the Federal Labor Standards Provisions ' may be grounds for termination of the contract and for debarment as provided in 29 CFR 5.6. S U. S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT SUPPLEMENTAL GENERAL CONDITIONS 1. Enumeration of Plans, Specifications and Addenda 2. Stated Allowances 3. Special Hazards 4. Public Liability and Property Damage Insurance 5. Photographs of Project 6. Schedule of Minimum Hourly Wage Rates 7. Builder'. Risk Insurance 8. Special Equal Opportunity Provisions 9. Certification of Compliance with Air and Water Acts 10. Special Conditions Pertaining to Hazards, Safety Standards and Accident Prevention Hut-*2N-M(R) (9-66) II The construction or rehabilitation of residential ' structures is subject to the HUD Lead -Based Paint regulations 24 CFR Part 35. The Contractor and Subcontractors shall comply with the provisions for the elimination of lead -based paint hazards under subpart B of said regulations. The owner will be responsible for the inspections and certifications required under Section 1 35.14(f) thereof. B. Use of Explosives When the use of explosives is necessary for the prosecution of the work, the Contractor shall observe all local, state and Federal laws in purchasing and handling explosives. The Contractor shall take all necessary precaution to protect completed work, neighboring property, water lines, or other underground structures. Where there is danger to structures or property from blasting, the charges shall be reduced and the material shall be covered with suitable timber, steel or rope mats. The Contractor shall notify all owners of public utility property of intention to use explosives at least eight hours before blasting is done, close to such property. Any supervision or direction of use of explosives by the Engineer/Architect does not in any way reduce the responsibility of the Contractor or his Surety for damages that may be caused by such use. C. Danger Signals and Safety Devices (Modify as Required) ' The Contractor shall make all necessary precautions to guard against damages to property and injury to persons. ' He shall put up and maintain in good condition, sufficient red or warning lights at night, suitable barricades and other devices necessary to protect the public. In case the Contractor fails or neglects to take ' such precautions, the Owner may have such lights and barricades installed and share the cost of this work to the contractor. Such action by the Owner does not 1 relieve the Contractor of any liability incurred under these specifications or contract. U I I I I I II II I I C I I I U I I I (Applicable to Federally assisted construction contracts and related subcontracts exceeding $100,000) .11. t .t �..• .: - During the performance of this contract, the contractor and all subcontractor shall comply with the requirements of the Clear Air Act, as amended, 42 USC 1857 et seq., the Federal Water Pollution Control Act, as amended, 33 USC 1251 et seq., and the regulations of the Environmental Protection Agency with respect thereto, at 40 CFR Part 15, as amended. In addition to the foregoing requirements, all nonexempt contractors and subcontractors shall furnish to the owner, the following: (1) A stipulation by the Contractor or subcontractors, that any facility to be utilized in the performance of any nonexempt contract or subcontract, is not listed on the List of Violating Facilities issued by the Environmental Protection Agency (EPA) pursuant to 40 CFR 15.20. (2) Agreement by the contractor to comply with all the requirements of Section 114 of the Clean Air Act, as amended, (42 USC 1856c-8) and Section 308 of the Federal Water Pollution Control Act, as amended, (33 USC 1318) relating to inspection, monitoring, entry, reports and information, as well as all other requirements specified in said section 114 and Section 308, and all regulations and guidelines issued thereunder. (3) A stipulation that as a condition for the award of the contract, prompt notice will be given of any notification received from the Director, Office of Federal Activities, EPA, indicating that a facility utilized, or to be utilized for the contract, is under consideration to be listed on the EPA List of Violating Facilities. (4) Agreement by the contractor that he will include, or cause to be included, the criteria and requirements in paragraph (1) through (4) of this section in every nonexempt subcontract and requiring that the Contractor will take such action as the Government may direct as a means of enforcing such provisions. I I iD. "SECTION 3" COMPLIANCE IN THE PROVISION OF TRAINING. EMPLOYMENT AND BUSINRS OPPORTUNITIES ' During performance of this contract, the contractor agrees as follows: (1) The contractor agrees to comply with the requirements of Section 3 of the Housing and Urban Development Act of 1968 (12 USC 1709u), as amended, the HUD regulations issued pursuant thereto at 24 CFR Part 135, and any applicable rules and orders of HUD issued thereunder. (2) The "section 3 clause" set forth in 24 CFR 135.06(b) shall form part of this contract, as set forth in Paragraph 1 of the General Conditions, "Contract and Contract Documents." (3) Contractors shall incorporate the "Section 3 clause" shown below and the foregoing requirements in all subcontracts. 1 Section 3 Clause as Set Forth in 24 CFR 135.20(b) A. The work to be pstfaemed under D. The contractor well Incl de this this contract b on s protect assisted no. section 3 clause In coed aubmptnet for See a prosram Dtordms direct Fsdatat work in connection with the project and lmsaclal assistance from the Depart- w@, at the direction of the applicant men of Housing and Urban Develop- for or redolent of Pedersa financial as- ment and is subject to the and Urban ahtance. take of section 3 of the Homing and Urban appropriate on a i n g• Denlopenent Act at lieu... amended. 17 ant to the subcontract upon a finding U.S.C. 17o1u. election 7 reeutn�e tyhart t10 that the subcontractor Is m sblsefoo of the greatest extent feasRY otIDeetWa regulations Noted by the Secretary of tint for trammg and empi yment be Housing and Urban Development, 24 given lower income residents of the CFR —. The contractor will not sub - contact with our subcontractor where armeetlon with the fleet be needed it has nntibeen fo or knowledge that the latter has found In vmlateon of - to bWI me asbestos sr4lah sees Ies"M tiOas under 24 CFR — and will In, Or Owned be abetntW part by par- IN any subcontract unlsse Na subeon- serY residing In the area ae the petijeet. tractor has first provided it with a pi- t The rrartlee to this eonhaat will Iiminay statement of ability to rxmplr comply with the pmvlrlous Of a an. with the requirements of these regu- teen 2 and the regulations Issued pmau- latlonx. ant thereto by the Oasmtay Of HolWng E. Comnllanee with the provisions of and Urban DevsIo, rt at feet to f4 section 2. the regu'ations set forth In 24 CFR —, and all aoplleable rinse and C!R —. rd all anpilcetle ruin and orders of the De^astmment leaned tittle- orders of the Department Issued there- under prior to the execution of this eon- under prior to the execution of the con- tract. 71he partite t, this aetrast oettfy tract, shag be a condition of the Tedenl and agree that they an under no a"- finanets I assistance provided to the prot- traetual or other diabuity which would set. binding upon the applicant or retest• prevent them from complying with than lent for such assistance, its successors reONnmete. and assigns. Failure to fulfell these re - C. The contr.etor will sad to auk is. o"lremmte shall subject the applicant or bar orrntsnfon er repreeehtive of recipient. Its contractors and subeontne- workers with wbl:h he has a agasun ton. Its sueeeasOn. and assigns to those 1 bargaining armament or other contract sanctions specified by the grant or loan or undemanding. If any, a notice advh- arraement or contract through which tog the said la`ar ormanoatlab or work- Federal as btance is provided, and to era' remnantatiye of his emtmltmente such sanctions as are specified by 24 under this section 3 clause and shall post CFR —135. ava�SaWase the empptle In and �ntefor cer e"1oymmt or trsming. I LI It II I II II I I I I I I G I [1 (5) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965 and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the Department and the Secretary of labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract, or with any of such rules, regulations, or orders, this contract amy be canceled, terminated or suspended in whole or in part, and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contract procedures authorized in Executive Order 11246 of September 24, 965, or by rule, regulation, or order of the Secretary of Labor or as otherwise provided by law. (7) The Contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965 os that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the Department may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, that in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the Department, the Contractor amy request the United States to enter into such litigation to protect the interest of the United States. La In areas where a hometown plan or imposed plan is operative the Community Development Block Grant Recipient must contact the appropriate HUD Equal Opportunity Office for specific instructions. I I B. Contracts subject to Executive Order 11246, As Amended (Applicable to Federally assisted construction contracts and related subcontracts exceeding $10,000.00) During the performance of this contract, the Contractor agrees as follows: (1) The Contractor shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or ' national origin. The Contractor shall take affirmative action to ensure that applicants for employment are employed, and that employees are treated during employment ' without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: ' employment, upgrading, demotion, or transfer; recruitment or recruiting advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor shall post in conspicuous places, available to employees and applicants for employment, notices to be provided by Contracting Officer setting forth the provisions of this nondiscriminatory clause. t(2) The Contractor will, in all solicitations or advertisement for employees placed by or in behalf of the contractor, state that all qualified applicants will receive consideration of employment without regard to race, color, religion, sex, or national origin. (3) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided by the Contract Compliance Officer advising the said labor union or worker's representatives of the Contractor's commitment under this section an shall post copies of the notice in conspicuous places available to employees and applicants for employment. (4) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965 and of the rules, regulations, and relevant orders of the Secretary of Labor. I I BUILDER'S RISK INSURANCE As provided in the General Conditions, paragraph 28(e), the Contractor will/will not* maintain Builder's Risk Insurance (fire and extended coverage) on a 1003 completed value basis on the insurable portions of the project for the benefit of the Owner, the Contractor, and all subcontractors, as their interests may appear. *Strike out one. 8. I SPECIAL EQUAL OPPORTUNITY PROVISIONS A. Activities and Contracts Not Subject to Executive Order 11246. As Amended (Applicable to Federally assisted construction contracts and related subcontracts under $10,000.00) During the performance of this contract, the Contractor agrees as follows: (1) The Contractor shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor shall take affirmative action to ensure that applicants for employment are employed, and that employees are treated during employment without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruiting advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. (2) The Contractor shall post in conspicuous places, available to employees and applicants for employment, notices to be provided by Contracting Officer setting forth the provisions of this nondiscriminatory clause. The Contractor shall state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. (3) Contractors shall incorporate foregoing requirements in all subcontracts. [_1 1 3. SPECIAL HAZARDS The Contractor's and his subcontractor's Public Liability and Property Damage Insurance shall provide adequate protection against the following special hazards: I 4. CONTRACTOR'S AND SUBCONTRACTOR'S PUBLIC LIABILITY, VEHICLE LIABILITY, AND PROPERTY DAMAGE INSURANCE As required under paragraph 28 of the General Conditions, the Contractor's Public Liability Insurance and Vehicle Liability Insurance shall be in the amount not less than $ for injuries, including accidental death, to any one person, and subject to the same limit for each person in an amount not less than $ on account of one accident, and Contractor's Property Damage Insurance in an amount not less than $ . NOTE: In accordance with Arkansas Law, insurance shall ' be issued by a Resident Arkansas Agent licensed by the State Insurance Department of the State of Arkansas; or if issued out-of-state, such insurance or certificate shall be endorsed or co-signed by a Resident Arkansas Insurance Company. Underwriters of the required insurance shall be licensed by the State of Arkansas. The Contractor shall either (1) require each of his subcontractors to procure and to maintain during the life of his subcontract, Subcontractor's Public Liability and Property Damage of the type and in the same amounts as specified in the preceding paragraph, or (2) insure the activities of this subcontractors in his own policy. I5. PHOTOGRAPHS OF PROJECT As provided in paragraph 50 of the General Conditions, the Contractor will furnish photographs in the number, I type and stage as enumerated below: I 6. SCHEDULE OF OCCUPATIONAL CLASSIFICATIONS AND MINIMUM 1 HOURLY WAGE RATES AS REQUIRED UNDER PARAGRAPH 59 OF THE GENERAL CONDITIONS Given on Page . Li. I U.S. Department of Labor I GENERAL WAGE DECISION NO. ARSI-4 ' Suoerseces General Wage Decision No. AR9O-4 State: ARKANSAS County(ies): WASHINGTON Construction Type: Building Construction ' Description: Building projects (excluding single family homes and apartments up to and including four (4) stories). Modification Record: No. Publication Date Page No(s) I I p I I I I 1 Vol. ll 11 IU.S. Department of Labor I' F.111 W BRICKLAYERS CARPENTERS CEMENT MASONS ELECTRICIANS IRONWORKERS LABORERS (General) PAINTERS PLUMBERS & PIPEFITTERS ROOFERS SHEET METAL WORKERS (Including Duct Work) TRUCK DRIVERS POWER EQUIPMENT OPERATORS: Bulldozer Operator Backhoe Operator Tower Crane Operator Loader Operator Scarpers Basic Hourly Rates 11.88 8.51 9.81 8.70 8.14 5.90 8.00 11.10 11.91 7.94 6.00 8.40 7.31 8.97 8.19 8.46 Fringe Benefits 1.41 .30 00 4 WELDERS: Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not Included within the scope of the c1assIfICatIons listed may be added after award only as provided 1n the labor standards contract clauses (29 CFR. 5.5 (a) (1) (ii)). I II Ii Ii I I U I I I I I . . II :j *k4ij' • P& '." I. I1L Pjj iii II H,L •1' 'r - if, ;1k taI l __ i. r. LLIILt 'Ill •iI V' 'il [ j. . r ,' Mu,, I,.. . •• IA . ILl IL:. 1• n.1..11:l.l :i'.1f4! ILl I. !.•''I • r III 1 •MjJ.tf.IL4't 11t! •1'• J.1 I.. It -• i(.. 'ItL u:.'r •1•h 'i4 . • r L Li Ii1.: tq .• ifi II 1J• I fl I1L,L & .p4!hu, .. Iii' i1i1 .. liii k.T y*' . 4.. i. • • U.S. Dsprawa of Meaner son Wbsn Dsestepeal ^ r HUD or Its dagnes she tiler the questions including the haws Of all Irilrealad parties and the rac"TWX !bon of MUD or Its designee. to the Adnwwtrabr for dew nat on. The Adnwatrabr or an auctioned repre. asnlaYve will Maus a dollar naton wrlhn 30 days of receipt and so advise MUD or a desprw or wN nollty MUD or its designee within the 30 -day period It additional tins a necessary. (Aperwed by the dec. Of Man- agaerd and Budget under OMB Corgd Number 1215.0140) (d) The wage rate (nndurarg fringe be#% where apprognhls) doYnard pursuant b subpengap n 11Nb) or (c) Of this paragraph. S Wl be paid b all workers performing work tai the dmAication under this con- tract from the first day on which work is performed in the c asnheabon. (q Wherever be msemum wage rate praenbed in IM contract for a cWs at Iabass or mechanics includes a lunge benefit which Is not expressed a an hourly rata, the contractor slap stir pay the benef t as seed in the wage dewnanaon or shell pay another bona We hinge barrel or an hourly cash eauvalent thereof (N) It as contractor does not make payments to a trusty or oiler that person. the contractor may consider as pan of the wages of any laborer c iMCIWrc see amqud of any Cats reasonably anticipated in providing ban s fide king! benabn under a pionprogra orm Provided That ow Sadetery of Labor has bond. upon the wrsten requires of the contractor, Diet the applicable standards of the Dahl -Bacon Ad have been net The Saletery of Labor may require me contractor to sat aside in a separate account awe for be ma cog of obligations under the plan or program. (Approved by ma Ofliee at Managsrlenl and Budget under OMB Control Number 1215-0140.) 2. WWhabding. HIND ants designee "I upon 4s own actor or upon wraten requseb 0f an authorized representative of the Department of .abor withhold or came b be withhold from be contractor under This control or any other Federal contact with Villains praxis contractor. or any other Federally -nested contract sublecl b Dada -Bacon prevad.rg wage •- .—t which a held by the sans prime CaWactor so much of the accrued payrn or advances as may be considered necessary to pay labors and mechsact ndudi g apprenbces. Vernon and harper& employed by the contractor or any subcontractor the fun amourt of wages requusa by the contract In the event of failure to pay any !borer or mechanic. including any apprentice, train or helper. emproyad Cr working on the saw of the work to under the United Sates housing All of 1937 or tier the Housing Act of 1949 in the construction or development of the proffic ilk or cello1 the wages required by the contract HUD or is desg- n may. and wnarn notice to the contractor. sponsor. applicabl or owner. fake such action a may be necessary to Cause the suspension of any ha0ar payment. advance or guarantee of funds until such violations have cone. MUD or its designee may, and wrier notice to the contractor, da- buree such amounts wild for and on accaint d the contractor or sub- contrato the respective employees to whom they are duo The Comp- trdlw OsnwW " I make such disbursements in the case of direct Davis -Bacon As. contracts 3. W PyrsN and basic recorded Payroll and basic records relating IMralu shill be maintained by the contractor during the course of the work preserved for a period of three years thereafter for a,l laborers and msscharaca worlurg at then d the work (or under the United States Housing Act of 1937. or under the Mousing Act of 1949. it the construction •a development of the prgecy Such records step contain me rare. address, and social acuity number of each such worker, his or her ca- red caseddaon. hourly tales of wages paid (including rates of contnbu- bons or coon anticipated for Dons hde fringe benefits or cash equivainb thereof of the types describe in Sector 1 IbM2NB) of the Dave- bocon Act). daily and weekly number of hours worked, deductions made and actual wages pad. Whenever the Secretary at labor has found under 29 CFR 5.5 (*1KM that the wages of any laborer or mechanic md.:d• the annum of any costs reasonably anticipated in providing benefits under a pan or pro- gram described in Section I(bX2NB1 of the Dave -Bator Act the corrector shall mairWn records which show Mel the coon it Nei I to provga such Previous Edition a Obsolete HUD -4010 12.9{1 THIS 1344.11 bwatlla a cello; Son. thw the plan or program a ksbially,aepataiba an0 fW to plan or progwn has been communicates in seeing t M faborere or ns chaff a also" and macar4 Swcr allow tla comb sea - paled or mu aCUal cow neared n ptavltlrI9 Such bw1a0R Calaadara selpbyrq appaMcaa OF Parses wqw approved propranw tinned maintain wnasn evidence d b nPwaaar 0I-,,-- —'i,, progranw and ceS- cnan of Vies program, the repeaaaon d tla *wemcea and tuwiaat and as 'floe and wage ern pre acnbsd in On applicable progrrra (Approved by M Owce of kteltegwnant aid widget under DUB Carta Numbers 1215-0140 and 1215-0017.) M ($ The contactor shale submit weekly for each week in which any caaaet wort a pebrmed a copy of ale payrolls b HUD oris deagi.e if S. pig icy a. pry b tlw contact pat d he agency a not such a lacy. 5. contractor wmM subml the payrolls to Se applicant sponsor. or own., as tow case may S. for trranwlon b HUD or its dagnsa The psyrops submitted atWh sal out acaarawy and eanpMby all of to it ft, u tlon required b be hair rigid under 29 CFR Pat 5.5(a)31(i). The nseneeon nay be subni l cad in any brm dewed Optional Form WI1-347 is available for this purpose and nay be purr spin the Srpennlandra of Dow m.nts (Federd Stock Number 029-005.00D1 a -it US Government Printing Dlhca Wadwnpbn. DC 20402. The prone COrU a' —w--½ for the suhmaeron o) COpaa of psyroS by ale auecontaebra (Approved by des Most of klaragsniar t and Budget under OMB Can"W Number 1215-0149.) (b) Each peyrci submitted shell be accomprved by a 'SslarraM of CcmcS cal" signed by the cdraacbr or wbcoraacbr ale or her agent who pegs or spawaae go paynwd of tlw persons employed wider vie contract aid shale c&W lie foeowerg: (1) That the Payroll for the oayr"M period convent the nknrrtwade wallwed b be mrntwad under 29 CFR Pat 55 taA3)p ad this such mbmabal Is coned and OanplaM. 0 That each laborer or mechanc (ncLadig each helper. acorraca. and Parse) employed on the contract Sang the payroll pen m ha been pod eve fug weekly wapn arced, without rebels. silt directly or indirectly, and list no deductions have been mere spar directly or i n0- recily from the Ml wages send other than pernesapa deduckaa a at forth in 29 CFR Pat 3 (3) That each laborer or mechanic ha been paid not lees Man the applicable wage rates and twge bsnils or nab equnatnte br us cle.- sicabor of work belamed, Mr 4.d n the applicable wage Meamna- son incorporated nub 9% contract p0 The weekly au' -.... on ot a properly oxeculed erlI bon so forth on the 'wane area of Opeorel Form WH-347 etas eeesfy tie requirement for subrnaaion 0( 11* Sotenhsw of Comphiance- rsylred by paragraph A3(w)tbl olthe section (0► The alaiMwon 01 any 01 114 above attriabons nay sugect the contacla or subcontractor to civil or annual prpeacueen vends Sector 1001 of Ti5e 18 and Section 231 01110. 31 ot to United Sasae Coda (IQ The contractor or subcontractor snag raalte the records reared under paragraph A3h) of this section avarlebte for wapecaon, copyag, or gnaenpa0n by authnzed rpreeeraovee of HUD or S de gnse or the Depart ant of Labor, and ahai Par me such rswew asva to U s - employees during vice hours an don job ft the contadbr or subcon- tradbr ads to submt M regtkrad records or b mike than avadable, MUD a a designs. may. Sher wrmsn rmasce 10th. contaCbr, apaapi, appli- cant Or owner. take such action a may be necessary to cause the sue - pension of any further psynwnt advance. or guarantee Of tuna Fi n e- nore. to " to submit 1M required records upon reghwat art mow Mich records avaable maybe groins for debalfmaflt on punmant 1029 CFR Part 512 4. (0 ApPr.rmapes and Trainee.. ApprenSca Apprentices wit be parr mead to work at less tan On predetermined raft for the work they parr formed when they are employed puissant b and endwdhany rapalered cm bona We pprs tastlp program rsginnd with the US Dparnam of Labor. Employment and Training Admire reason. Bureau of Aaprert. J1.� and Trainig, or with it Apprenticeship Agency recognized by the Burnam or fl perm a employed in hs or her One 90 days ot orobapiWy ernpbyinam a an appnnaa in such an appramcnhip program who a not individually rsgislered in the progrrm but who hee been tasked by to Bureau of Apprenaaabp and Training or a Saw Apprnaceshp Agency (where appropriate) to be eligible br probationary employment a an apprenbos The Sowable •son. S apprarlswa to pwnsymen on me cc see many Craft douftatan its not be greler then the ratio parmiad 1014 IOnbador as 10*4 o entire work force wrier the registered program Any woeler Meted an a payroll at an appreace wage,. *Po's not registered or oherwiee employed as slftetl above. shag be paid not leas than IM applicable wage raw an the wage dewmnraaon for the Caanficaton 01 work actually performed in addsom any apprentice performing work on 1*100 abs in excess 04*15 ratio permitted under the registered program aba be pod not lea tan eve applicable wags rate on the wag. 3lNrmr- neaon br th5 work actually parbmad. Where a contactor is pebrmng connucion on a project ma focally other than that in which its program is regialared, the rasa and wage news (expressed in percentages of the jour- neyrnel's hourly raw) spec3W in the contractors or subcontractor's regis- wred program shall be observed Every apprencoce must be paid at rot ten ban the raw spseeled in the registered program for the apprerecs's teal of progress, expressed as a percentage of the journeymen hoary raw flpeciMd in the applicable wage dewrmnabon. Apprerkci s shall be paid hinge bell in acc edam with one provmons el the apprentcnhip program. M the apaeracetw program does not specify lunge benefit apprentices must be paid the hall amount of hinge beneha heed on the wage dewmmnakon for the app icable cJualatia. lithe Admmrsbato 0.Wrmsis that a dteare practice prevails lot the applicable apprentice Wsst4ason, tinges ahal be pad in accordance with that determination in the event On Bureau of ha rwnteskp and Training. or a Stale Aopren- bcsehip Agency recognized by to Bureau wrthtlraws approve' of an appentomemp pregrern, the contractor will no longer be Permitted to utilize apprenbcus at'-- darn the appkrabM Predetermined rate to• the work p.rbrnwd whorl an acceptable program a approved 14 Trainees. Except a provided n 29 CFR 5.15, trainees will not be pemreaIto work at__.. pan the prod&Mmnec raw tot me work pet - tanned unless they are employed pursuant to and •nd.v.dua ly registered in a program which has reserved prior approve, evidenced by formal cenbs- caaan by the US Department of Labor, Employment arid'raunmg Admni- taspn. The ratio of bainsee to pumeymer on the job arts snap rot be grease than permitted under the plan approved by the Employment and Trent cog Administration. Every sense must be paid at rot less than the rate apecAad in the approved program for the "nee•s level of progress expressed as ■ percentage of the journeyman hourly rate specified in 1M appkcabw wage deammnason. Trainees shall be paid fringe benefits in accordance with the provisos of des trainee program M the trainee pro - gran don not mentor hinge benefits, Irairaes anon be pad the tun smounl at forge bared __Ion the wage determination unless the Admiratrabr of the Wage and Hour Division determines sat there is an pprenGYup program aasoaated with the corresponding journeyman wage raw on the wage 09Wmstaton which provides for was than Jul tinge Oena le toe apprentices. Any employee listed on the payroll at a tranee raw who is not registered and certcipang in a tra ri ng plan approved by the Employment and Training Administration si-all be pad era less then the applicable wage new on the wage data niratior for ire work actually perorm ed. In addmon, any trainee performing work on the job site in excess of the read permieed under the registered program shall be pad not' than the applicable wage taw on the wags deem Moon br the work actually performed In the event the Employment and Training Admn- 'S .)ten withdraws approval of a training program. the contractor will no longer be permded to uskze trainees at time man the applicable predeter- nwhed raw for the work perlorrrad until an acceptable program is approved (W) Equal irpaymarn opporkpdy. The utilization of apprerticn, trainees and pumaymen under this pan shall be it conformity wit the equal employment 0000rkauty requrremet of Executive Order 11246, as amended. and 29 CFR Pet 30 0 Co mpsana wm Copeland Act regrinnwr.d. The contractor shall Comply with one requawnerd of 29 CFR Part 3 which are 'rcorporatd by reference in this contract S. SubcenYsci The contractor or subcontractor will nail in ary sub- contracts the clause contained in 29 CFR 53laxl) through 110) and such other clauses as HUD Cr is designee may by appropriate instructions rpuwa and also a clause requiting the subcontractors to include lien clauses in any lower tier subcontracts. The pray contractor shall be resporsOle for the compliance by any Mibcontacicr or lower I-er subcon- tractor with all to contract ciao— in 29 CFR Part 5.5 MUD -4010 12.041 II Li I I II I I H I I I I I I I I I 7. contacts WnSiSor debars ent A breach of the contract 81' in 29 CFR 5.5 may be grounds for termination of the contract and for daber- morrt as a contractor and a subcontractor as provided in 29 CFR 51t. $. Cernpernce wan Dares -Bacon and Related Act Roquk nsi.L Ail rW- Iflgs and irterpretatons of the Daws•Baedn and Related Acts contained in 29 CFR Parts 1.3, and 5i. haten incorporated by reference in this cotrac 9. Disputes cancemkig labor Standards Disputes anssg out M the labor standards provisions of this contract snail not be subpct to the genera disputes clause of live contract. Such disputes shall be resolved in accor- dance wit the procedures of the Department of Labor set 1oeM it 29 CFR Pars 5.6 and 7 Disputes within the meaning of this carne include chs- putes between me contractor (or any of its subconbacbrzal and HUD or its assignee. the US Department of Labor or the ernpoyses or their rafraaantatwa to (I) Ceaerion of dgbMy. By entering No this contract the cdr- tractor certifies that neither it (nor he or ate) nor cry person or him who has air iimast in We contracbi s firm is a person or firm arhglbla to be awarded Government contracts by virtue of Section 3(a) of the Davis - Bacon Act or 29 CFR 512(x)111 Otto be awarded MUD contracts or ursO- pals in HUD programs pursuant to 24 CFR Par, 24. (11) No pan of this contract shah be Subcontracted to any persor or firm ineligible to award of a Government contact by wrkn of Senor 3(a) Of the Daces -Bacon Act or 29 CFR 5 12(aW1) orb be awarded HUD contracts or participate in HUD programs pursuant Ic 24 CFR Part 24. (9l) The peaty for making taMn searnsnts is pracnbed in the US Cnmrns' Cod. 18 U S.C. 1001. Additionally. U.S Counnal Code, Sector 1010. Title 18. U.S.C. "Federal Housing Adrrmestreson t anacsonf". pro- vdes in 31t 'Wioerer. for the purpose of .irfluercing in any way She anon of such Administration. . makes unsns or Publishes any atatemeM k nw'rg the same to be late... shall be fired not more man $5.000 or Imprisoned not more than two yen or both " 11. Crrplait. Waeadl gab, or Teetanony by Employees No laborer or mechanic to whom the wage. salary. or otter labor standards pwieforns or this Contract are applicable shall be discharged or in any caw meter dscr,mmald against by the Contractor or any subcontractor because Such employee has filed any complain) a to ,hauled or caused to be unseated any proceeding or has testified or is about to aabfy in any proceeding under or relating to the labor standards applicable under the Contract to his employer. B Convict Wait Ham and Safety Sladards Act. As used in idle para- graph, the terms "laborer" and "mschsnica" include wrehinel and guards (1) OvsNae requ bwnera. No contactor or Suocortflr contracts g for ary part of the contract wok which may require or involve the enpby- mam or laborers or macemu shall requwe or permit army Such laborer or mechanic in any workweek in which he or she is employed on such work t0 work m excess of foray hours in such workweek unless such laborer or irechamd receives n-•• pnflon at a rate not Was than one and one -hall on" the besc rats at pay lot all hours worked in excess of forty hours in such workweelt 12) VteSVan Nbwly let unpaid wapec Iqud d damegee In that event of any violator of the clause set brat In subparagraph It) at the paragraph, the contractor and any SubcontracW respdnsrble that Shell be liable for the unpaid wages In addition. such contractor and subcon- tractor shell be hate to lie United Status 9n the case of work done under contract for the District or Columba or a territory. to such Distinct or to such armory), for llgulaated damages. Such icudated damages snail be con' - put with respect to each individual laborer or mechanic incktdag watchman and guards employed in violator or She clause at forth in sub- paragraph (1) of this paragraph, in 9e sum of $10 for each calendar day on which such individual was ..,-.,4 or Parioua (I to work sr excess at the sterdard workweek of forty hours without pay - mom of the oveNme wages required by the clause sat forth in subpara- graph (1) c this paragraph (3) wuSteldrra to, unpaid wages and agddated drags. MUD or ms desgne Shell upon its own action or upon w See 'equal of an auab- nzed repraerrteme of the Department of Labor withhold or cause to be wdieeld• from any moneys payable on account of work performed by the center or subcontractor under any such contract or any other Federal contract win the same prune contact or dry other Federaiy-aesllled con- tract sutect to the Contract Work Hours and Sakay Standards Act whron is held by to same pine oontraelor Koch aunt as may be dearmined b be neceesary to aabdy any hebebes of such contractor or subontractor for unpaid wages and liquidated damages as provded in the clause sal forth in au0paragraph (2) of On peragraph (4) Subceriract The corner or rrb0ontaca stall was in any subcorsaeh Me .Aguas set forth in subparagraph (1) trough 14) d this paragraph and aso a clause requiring the aubcomraelors to include sees causes in any lower bar suboontracLL The prose contactor shat be responsible for compliance by any .iii. -ntacW or lower bar subtOntrac- a wWM to clauses set fordt in rvibparagephs (1) through 14) 01 ace Pesagreptt C "ago aid Safety (1) No laborer or mechanic stall be required to work m surroundings or under working condtons which are usantary. hazardous. or danger- ous to his health and Sally a deltaIN uncut construction ashy and f -- Standards promulgated by the Secretary of Labor by regSabcn 4Z The Contractor shall co nply weir all regulations issued by the Seeulary of Labor pursuant to Tile 29 Pan 1926 (brmasy pail 1519) and leiume to comply may terAt ii mnpore ri Cl unction pursuant b the Con. tact Work Hours and Sosy Standards Act (Public Law 91-54,53 Set 98). (3) The Contactor shell include the provisions or the Article in every subcontact so that such provisions will be binding on each subcontractor The Contractor Shell Ski such actor with respect to any s.4hcontracl as to Secretary at HOWng and Urban Development or tie Secretary of Labor else dead as a mans of enforcing Such provisions. I HUD4OIO 12441 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01020 ALLOWANCES .01 SCOPE OF WORK: This Section of the work shall include all allowance items as indicated on the drawings and as specified herein. .02 GENERAL INSTRUCTIONS: This Contractor shall include in his bid allowances to cover the costs of furnishing and/or installing certain items of materials and equipment as required by the various technical sections of the specifications. The items specified to be furnished under allowances will be selected by the Owner and charged to the Contractor. Any difference in cost above or below, including sales tax, shall be adjusted at the time of making his proposal, because added overhead and profit will not be allowed on allowance items. .03 ALLOWANCES: The following is a partial listing of allowance items indicated on the drawings and specified herein: 3.TE&I ALL0WAJI INCLUDES REFER TO Brick $220/1000 Materials only* 04200 ceramic Tile $2.50/sq.ft Material only* 09000 Carpet/Vinyl $12.00/yard 09000 Construction Signage $300.00 Material & painting only* 01008.21 Hardware $1000.00 Materials & installation 08700 • Installation in Base Bid END OF SECTION 01020-01 I DIVISION 2 - SITEWORK SECTION 02100 SITE PREPARATION CLEARING OF SITE I .01 GENERAL REQUIREMENTS: ' Divisions B and C and Division 1 of these Specifications are hereby made a part of this Section. ' Refer to the drawings for further definition of location, extent and details of the work described herein. Cooperate and coordinate with all other trades in executing the work described in this Section. Where referred to, standard specifications of technical societies, manufacturer's associations and Federal Agencies shall include all amendments current as of the date of issue of these Specifications. I.02 RELATED WORK UNDER OTHER SECTIONS: Stripping of topsoil excavation, filling and backfilling-Section 02200. .03 TREE PROTECTION: Before commencing any work in this Section, arrange for an on site meeting with the Landscape Architect for the purpose of establishing and marking specific trees and shrubs to be removed. No other tree or shrub shall be injured or defaced. Any damaged items shall be repaired or replaced at the expense of the ' Contractor by a skilled tree surgeon approved by the Landscape Architect. Do not use trees which are to remain for any purpose such as crane stays, guy anchors, etc. Do not place debris where damage to trees may result. Do not stockpile fill or other materials of construction around bases of trees to remain. ' .04 SITE CLEARANCE: Remove completely all trees, shrubs and stumps from areas as noted on the drawings and as directed by the Landscape Architect. Remove without injury to trees to remain. Do any additional cutting or trimming only as necessary and as directed by the Landscape Architect in accordance with standard horticultural practice. ' All stumps shall be either completely removed or shall be chipped to a depth of at least two feet below final finish grade. The stump hole or other holes from which obstructions have been removed shall be backfilled to the adjacent finish ' grade with soil equal to or better than adjacent areas and compacted. No brush, chips, stumps or any other organic debris shall be used as fill for these holes. 02100-01 I I 1 1 DIVISION 2 - SITEWORK SECTION 02100 1 SITE PREPARATION 1 .04 SITE CLEARANCE (Continued): Within the actual construction area, remove all existing obstructions such a■ walls, ■labs, curbs, pavements, utilities and the like, which are to be abandoned to at least two feet below final finish grade. 1 END OF SECTION 1 1 1 1 1 1 1 02100-02 1 I DIVISION 2 - SITEWORK SECTION 02200 This Section of the work shall include all excavation, removal of trees, shrubs, and debris, rough grading, filling, utility protection, finish grading, and related items required to complete the work indicated on the drawings and as specified herein. It shall also include excavation and backfill for utilities (sewer, water, and gas), which are specified in sections covering plumbing, heating, and electrical work. Section■ 01007 and 01008 are hereby made a part of this Section of the specifications. .03 VISITING SITE: The Contractor will be held to have examined the premises and to have familarized himself with the existing conditions under which he is to perform the work, before submitting his proposal. 04 BENCH MARK: The elevations shown on the drawings relative to the construction heights and ' grade -line levels shall be determined from the established location of the bench mark as shown on the drawings. This bench mark shall remain permanently for the duration of this project. Other related permanent data shall be established near the building for convenient use. ' .05 UTILITIES: The Contractor shall protect and preserve in operating condition all active utility services that traverse or border the site and repair any damages that may occur to these services due to work performed during the construction period. Utility lines that are to be abandoned ■hall be removed from building areas. I I L I 02200-01 J I DIVISION 2 - SITEWORK SECTION 02200 EARTRWORK .06 REMOVAL OF TOP SOIL: No Answer .07 EXCAVATION: Excavate to depths indicated on the drawings for placement of new fill material as shown or required to perform the work. Do all shoring and bracing necessary to maintain banks of excavation. The Contractor shall be responsible for the adequacy and safety of all shoring and bracing. Excavate to subgrades required for ■it• improvements and finish grading outside building lines where shown by spot elevations or contours to be below present grade. Leave no excavated material where it will interfere with Owner's or other Contractor's operations. ' Excavate outside of walls to allow for inspection, placing, and removal of forms. If necessary, footing depth may reach beyond that indicated in order to reach suitable soil. (See 01008.8) ' .08 INSPECTION: Upon completion of the excavation and before footings are places, the Architect ' shall be given due notice by the General Contractor in order that he may inspect the soil upon which the building shall rest. ' .09 DEWATERING: Keep excavations free from standing water at all times. The Contractor shall make ample provisions for dewatering all excavated areas and shall maintain ' sufficient pumping equipment to remove water from excavations at all hours of the day or night. • .10 MATERIALS: Backfill/fill material shall be predominately clay or clay/gravel materials with rock content being no less than 35% with a maximum plasticity index of no greater ' than 20. Material shall be free of rock or gravel larger than 2" in any dimension, topsoil, wood, debris, roots, frozen material, vegetable matter, and other deleterious matter. Material must be tested and approved by the Architect prior to placement. I L I 02200-02 LI n I DIVISION 2 - SITEWORK SECTION 02200 EARTHWORK .10 MATERIALS (Continued): Underslab/drainage fill shall be a washed, uniformly graded mixture of crushed stone/gravel or crushed limestone with 3/4" to 1 1/2" (max.) aggregate size. Paving base shall be SB-2 as per Section 02600. Topsoil shall be fertile, natural -loam surface soil. .11 COMPACTION DENSITY: All compacted fill should be compacted to 95.0% of maximum density as defined by ASTM-D-698 (Standard Proctor) and to within +/- 2.0% of Optimum Moisture content. Any material used as compacted fill should be classified under the unified ' classification system to determine if it is suitable for use. One Proctor Curve should be run for each soil type used and one Density Test per 2500 sq. ft. should be taken. The compacted lifts should not exceed 8.0 inches in thickness; this is to insure that adequate compaction is achieved. I I I 7 I El P L LJ I Existing (re -compacted) @ Building Areas @ Paving Areas Fill Material @ Building Areas @ Paving - Initial Lifts Final Lift Backfill @ Building Inside Building Area Outside Building Area SE -2 moil material at excavation 95% 90% 95% 90% 95% 95% 85% 95% Testing of existing soils, fill materials, and base materials shall be as indicated herein. A minimum of 3 copies of all teat results shall be submitted to the Architect. Unless otherwise indicated, all specified soild testing shall be paid for by the Contractor. Tests failing to meet the minimum densities required herein shall be retested after replacement/reworking by the Contractor and the cost for all such retesting shall be paid for by the Contractor. Exact test locations shall be as directed by the Architect for each series of tests. Laboratory compaction tests shall be modified proctor AASHTO T- 180 unless otherwise specified. Laboratory tests are required for each of the materials indicated in this Section and as required in section 02600. 02200-03 I II ' DIVISION 2 - SITEWORR ,12 SOIL TESTING (Continued): SECTION 02200 Field density testing shall be in accordance with AASHTO T-238-76, Density of Soil G Soil Aggregate, in place of nuclear methods unless otherwise indicated. Test■ are required for each 500 square feet. These include: Laboratory compaction tests of existing soils. Field density tests (following excavation, scarifying, and recompaction of existing soils) at the building area. Field density test■ (as above) at the paving areas. Laboratory compaction tests of proposed (haul -in) fill material. Field density tests for every two (2} lift■ of compacted fill material at the building area. Field density tests (as above) at paving areas. Laboratory compaction test for SB-2 Base. Field density tests of asphaltic concrete. Tests shall be in accordance with AASHTO T-166 (compacted to 92% of its theoretical density). Haul away from the project site all excavated materials that are not used. END OF SECTION I DIVISION 2 - SITEWORK SECTION 02250 ' SOIL TREATMENT SOIL TREATMENT .01 GENERAL: The General Conditions, the Supplementary General Conditions, and the provisions ' of the Sections of Division 1 shall govern this work as they may apply. £02 SCOPE: The work under this Section includes everything necessary for and incidental to executing and completing the SOIL TREATMENT, except as hereinafter specifically excluded. ' .03 SOIL TREATMENT SOLUTION: ' Use an emulsible concentrate insecticide for dilution with water, specially formulated to prevent infestation by termites. Fuel oil will not be permitted as a dilutent. Provide a working solution of one of the following chemical solutions and concentrations: Aldiin, 0.5% in water emulsion. Dieldrin, 0.5% in water emulsion. Other solutions may be used as recommended by Applicator and if acceptable to local governing authorities. Use only moil treatment solutions that are not injurious Ito planting. The use of other materials may be permitted by the Architect, but if approved, must be applied at a rate not less than registered under Federal Insecticide, Fungicide, and Rodenticide Act. .04 PROTECTION OF WORKS: ' Protect all exposed building faces from staining during treatment process. Pay for or replace any damaged material. .05 APPLICATION OF TREATMENT: Treatment shall not be made when soil is excessively wet. Adequate precautions ' must be taken to prevent disturbance of the treatment and human or animal contact with the treated soil. After all pits and trenches have been excavated and graded out and all fill and ' finished grading under slabs have been completed, but before installation of dampproofing, an approved, licensed, and bonded termite control agency shall be employed to poison all areas under the building slab. ' Any one of the above materials shall be applied by spraying or flooding at the rate of one gallon for each ten square feet or area. In no case shall the treatment be less than that recommended by the National Pest Control Association. I 02250-01 L I II I I I DIVISION 2 - SITEWORK SECTION 02250 SOIL TREATMENT .05 APPLICATION OF TREATMENT: (Continued): In addition to treatment under ■labs, apply along both sides of foundation walls a solution at the rate of one gallon per 2 1/2 linear feet per foot of depth of walls. END OF SECTION 02250-02 DIVISION 2 - SITEWORK SECTION 02485 LAWNS AND GRASS The work shall consist of furnishing all labor, materials, and equipment necessary to fine rake, fertilize, and seed the areas around building disturbed by construction. Seed - Fescue Weed seed content shall not exceed 0.30 of 1%. Grass seed shall be fresh, clean, now -crop seed. The Contractor shall furnish to the Architect the dealer's guaranteed statement of the composition of the mixture and the percentages of purity and germination of each variety. Commercial Fertilizer: Commercial fertilizer shall be 20-10-10. It shall be delivered to the site in original unopened containers which shall bear the manufacturer's guaranteed statement of analysis. Fertilizer shall be stored in ' weather-proof locations in such manner that it will be kept dry and its effectiveness not impaired. Topsoil: Topsoil for seeding will be provided from the stock pile stripped prior to excavation. Topsoil shall be from stockpile without admixture of subsoil and shall be free of stones, roots, sticks or other extraneous materials. I.03 OPERATIONS: Topsoil shall be worked to a smooth, uniform surface and compacted firmly. Any lumps or depressions which occur shall be regraded and rerolled until a ' satisfactory grade is obtained. Provided that all machinery and operations are approved, and provided that a smooth finely pulverized seedbed is produced, areas may be machine- finished and seeded except for a three-foot strip adjacent to walks, roads, parking areas or structures. This three-foot strip shall be hand -raked and seeded. All areas to be seeded shall be thoroughly loosened and graded to true lines free from all unsightly variations, lumps, ridges or depressions. I L1 02485-01 [l I IDIVISION 2 - SITEWORK SECTION 02485 LAWNS AND GRASS .03 OPERATIONS (Continued): All sticks and stones, roots or other objectionable material over one inch in any dimension which might interfere with the formation of a finely pulverized seedbed shall be removed from the soil. The prepared area ■hall be thoroughly rolled ' with an approved lawn roller and all low spots leveled up. Apply 20-10-10 fertilizer evenly with a mechanical spreader at the rate of 20 pounds per one thousand square feet, and thoroughly incorporate into the topsoil to a depth of 2". Immediately before sowing the used, rework the surface until it is a fine, pulverized, smooth seedbed, varying not more than 1/2" in 10 feet. Seed as specified shall be evenly sown at the rate of 1/2 pound per thousand square feet, and lightly worked into surface, using a mechanical seeder, such as Lawn -Maker of Brillion, or approved equal. .04 MAINTENANCE AND ACCEPTANCE: ' It is the responsibility of the Contractor to establish a dense lawn of permanent grasses, free from lumps and depressions. Any part of the area that fails to show a uniform germination shall be reseeded and such reseeding shall continue until a dense lawn is established. The Contractor shall water the lawn until final acceptance, and shall mow the lawn three times each time after the lawn has reached a height of three (3) inches. Damage to seeded areas resulting from erosion shall be repaired by the Contractor. Scattered bare spots will not be ' allowed over 3% of the lawn area. When the above requirements of the specifications have been fulfilled, the Contractor will request acceptance of the lawn work and the owner will continue with the maintenance. Any areas that are not acceptable at this time shall be reseeded and will continue under the • Contractor's maintenance until final acceptance. Continued maintenance shall include watering and mowing as necessary to keep the seeded areas in a thriving condition. I IEND OF SECTION I I I I 02485-02 I I I DIVISION 3 - CONCRETE SECTION 03300 CAST -IN -PLACE CONCRETE ICAST -IN -PLACE CONCRETE ' .01 GENERAL: Under this Section, provide all items of plain and reinforced cast -in -place ' concrete of all types and descriptions for the entire project. This includes not only structural concrete items, but also all other cast -in- place concrete items that may be included in this project, such as sidewalks; aprons; paving; curbs; gutters; basins; manhole bases; equipment bases and foundations; underground ' electrical duct encasement and structures; all as indicated on all contract drawings and/or as specified in this and other sections of the specifications, and as required. Fully cooperate with other trades and other sections for the installation of embedded items. Provide suitable templates, inserts, and sleeves for setting items not placed in the forms. Embedded items shall have been inspected and ' approved before concrete is placed. .02 CONCRETE MATERIALS AND ACCESSORIES: ' Concrete shall be ready -mixed type, conforming to ASTM C94, composed of Portland cement, sand, and washed, coarse aggregate, all conforming to applicable ASTM specifications; mixed with clean water, free of oil, acid, alkali, and organic matter; and supplied by an approved ready -mix plant's standard for the specified strength, as established and tested by an approved laboratory in accordance with applicable ASTM standard specifications. Copies of the test reports of the proposed mix and materials shall be submitted for approval before the mix is used at any location on this project. ' Compressive strengths in 28 days, and air entrainment, admixtures, and/or other special requirements, if any, of concrete for various usages on this project shall be as indicated on the drawings, if not otherwise specified hereinafter. ' Reinforcing steel bars shall be deformed type, conforming to ASTM A615 or A616 and of the yield strengths indicated on the drawings. Welded wire fabric and cold -drawn wire for concrete reinforcement shall comply with ASTM A82 and ASTM A185, respectively. Accessories for supporting, spacing, and typing concrete reinforcement shall be suitable standard types and sizes, as recommended by the American Concrete Institute. Anchorage items, such as cast -in -place slots, bolts, and inserts, for anchoring masonry finish and mechanical items to concrete shall be of the types indicated and/or required to accommodate the subsequently installed fastening devices. I I 03300-01 I I I I Li I I DIVISION 3 - CONCRETE SECTION 03300 CAST -IN -PLACE CONCRETE Curing materials shall be one or more of the following: waterproof paper, conforming to ASTM C171, double -sheet type cemented together with asphalt, and reinforced with cord or fiber running in both directions; cotton mats, conforming to AASHTO M73; burlap, conforming to AASHTO 182; plastic sheets, conforming to ASTM C171; membrane curing compound, conforming to AST C309, delivered to the project in labeled containers with unbroken sealssand; or earth. Expansion joint filler shall conform to ASTM D1751 and shall be Celotex "Flexcell," or as approved, of sizes indicated. Where used in an interior application use a 1/16" thick metal expansion joint. Use 3000 psi concrete unless otherwise specified. General: Forms shall be wood or metal. All farm materials furnished for this project shall be new, except that metal forms previously used elsewhere will be permitted provided that they are free of objectionable holes, dents, distortions, and other detects. After initial use on this project, form materials may be reused thereon provided that they will produce approved concrete surfaces. A "keyed" construction joint shall be used on slabs where pours are too large to complete in time allocated. .04 TEST CYLINDER: At Contractor's expense, make standard test cylinders and have them tested by an approved, independent testing laboratory, and submit laboratory test reports, all ' in accordance with applicable ASTM Standards. Unless otherwise approved, make 6 cylinders of each separate pouring; test one laboratory- and one field -cured cylinder at 7 days; test one laboratory- and one field -cured cylinder at 28 days; and hold one field- cured and one laboratory -cured cylinder in reserve for 28 days or later testing, as required. Submit laboratory test reports for approval. .05 REINFORCING STEEL FABRICATION AND PLACING: • Fabricate and place reinforcing steel in accordance with the applicable requirements of ACI 318, and in addition, as indicated on the drawings and/or as specified hereinafter. Before placing concrete over reinforcing steel, remove from the steel all loose rust, loose scale, ice, grease, dirt, and other foreign matter that will reduce or destroy the bond between steel and concrete. Li 03300-02 I 1I DIVISION 3 - CONCRETE SECTION 03300 CAST -IN -PLACE CONCRETE Do NOT bend or straighten any reinforcing steel in a manner that will weaken or damage the metal; do not heat reinforcing steel for banding or straightening; do not place any bars that have bends or kinks not indicated in the drawings. Before placing concrete, reinforcing steel shall have been inspected and approved. Splices: At each splice point, provide a wire -tied lap of at least 24 bar diameters. Lap splices of bars in columns, piers, and struts sufficiently to transfer the full stress by bond. Lap wire fabric at least one mesh at each fabric joint. Concrete Covering: Place all reinforcing steel so that it will have at least the concrete covering specified in ACI 318. Shop Drawings: Before fabrication, submit shop drawings of reinforcing steel prepared by the steel supplier at the Contractor's expense. Set anchor bolts with templates, in accordance with drawings. . .07 INSTALLATION OF CONSTRUCTION JOINTS: Install construction joints at locations indicated. Except where indicated, do not install any additional construction joints without prior approval. In each case where a construction joint NOT indicated may be desired by the Contractor, submit a sketch showing the proposed location of the construction joint. NO COLD JOINTS ACCEPTED WITHOUT PROPER CONTROL JOINT CONSTRUCTION. .08 CONCRETE PLACEMENT: Approval: Prior to placing concrete, give the on -site Inspector 24 hours advance notice of each proposed pouring. Do not place any concrete on any subgrade until the subgrade has been inspected and approved by the on -site Inspector. Bonding and Grouting: Before depositing new concrete on or against concrete which has set, thoroughly roughen existing surface and clean to remove liatance, foreign matter, and loose particles. Conveying: Convey from mixer to forms as rapidly as practicable without segregation or lose of ingredients, continuously and at such a rate that no unfinished area will be left exposed or unworked before the concrete takes its initial set. I I 03300-03 I I I 1 DIVISION 3 - CONCRETE SECTION 03300 ' CAST -IN -PLACE CONCRETE .08 CONCRETE PLACEMENT (Continued): Chute Placement: When concrete is conveying by chute, maintain a continuous flow of concrete. The chute shall be of metal or metal -lined wood, with sections set at approximately the same slope, which shall be not less than one vertical to 3 horizontal, and not more than one vertical to 2 horizontal. The discharge end of the chute shall be provided with a drop chute to prevent segregation. If the height of the discharge end of the chute is more than 3 time the thickness of the layer being deposited, but not more than 5 feet above the surface of the concrete in forms, use a spout with its lower end maintained as near the surface of deposit as practicable. When pouring is intermittent, the chute shall discharge into hopper. clean the chutes thoroughly before and after each run. Discharge waste materials and flushing water outside of the forms. Provide raised runways for wheeling concrete to its deposit location, as required. Cold Weather Placement: Unles■ otherwise approved, mix and place concrete only when the ambient temperature is at least 40 degrees, and if the ambient temperature is lees than 45 degrees, it shall be rising. For placing at a lower ambient temperature, when permission to pour is obtained, heat and otherwise prepare the materials so that hatching and mixing can proceed as specified and all concrete will have a temperature between 60 degrees and 90 degrees while placing. Provide suitable means for maintaining the concrete at S0 degrees or higher for at least 72 hours after placing. Before cold weather placement, obtain approval of proposed methods of material heating and concrete freeze protection. Do not mix ■alt, chemicals, or other materials with concrete to prevent freezing. DO NOT USE ACCELERATING AGENTS WITHOUT PRIOR APPROVAL OF THE NECESSITY, TYPE, AND AMOUNT THEREOF. .09 FOOTINGS: Place footing concrete in forms or directly in the excavations, at elevations indicated. Moisten subgrade as required to prevent absorption of water from the concrete. Do not place footing concrete until subgrade has been inspected and approved. .10 SLABS ON GRADE: Generally, all slabs shall bear on granular fill, as indicated. Remove all unsuitable material encountered and replace it with approved fill material as specified under the EARTHWORK Section, or as approved. Cover the subgrade with ' one layer of "Sisalkraft" paper, "Visqueen" plastic, or as approved, lapped to prevent loss of fines and water into subgrade. F I 03300-04 I I I I Li DIVISION 3 - CONCRETE SECTION 03300 CAST -IN -PLACE ralcRz General: Finish concrete slabs as specified below. Dusting of wearing surfaces with dry materials will not be permitted. In preparation for finishes, strike slabs off true to the required elevations and grades of the finished slabs. Slabs shall be level with a tolerance of 1/8 inch to 10 feet, except where drains occur and ■lope■ are indicated, in which cases the slabs shall be pitched to the drains or sloped, as applicable. Wood Float Finish: Finish slabs by tamping the concrete with suitable tools to force the coarse aggregate away from the surface, then screeding and floating with straight -edges to bring the surface to the required finished elevation. While the concrete is still green, but sufficiently hard to bear a mane weight without deep imprint, wood float the Surface to a true even plane with no coarse aggregate visible, using sufficient pressure on the wood floats to bring moisture to the surface. Steel Trowel Finish: First wood float finish the slabs as specified in the ' paragraph above. Then hand finish the concrete with a steel trowel to produce a smooth, impervious surface, free from trowel marks. ' Machine Finish; Suitable machines may be used to finish the concrete, provided that they produce satisfactory final finishes at least equal to those normally obtained by the hand -finishing methods specified above. .12 CURING AND PROTECTION: General: Immediately after placing and finishing, cure (protect from loss of ' surfrace moisture) all unformed concrete surfaces for at least 7 days, as specified below. In like manner, cure all surfaces from which forms have been removed before elapse of curing period. On exposed concrete, do not use any type of covering surface. Do not use membrane curing compounds on concrete surfaces that will come in contact with potable water, receive paint, tile, grout, subsequent concrete, or any materials that are required to bond to the concrete. Wet Coverings: Cover the concrete surfaces with burlap, cotton mats, other suitable moisture -retaining fabrics, sand, or earth. Lap all fabrics at least 4" at all joints. Keep forms and coverings continuously wet with clean water during the curing period. Waterproof Covering: Cover the concrete surfaces with waterproof paper or plastic sheets, with all joints lapped at least 4" and sealed. Keep forms continuously wet with clean water during the curing period. Membrane Curing: Apply curing material as recommended by its manufacturer. Keep forms continuously wet with clean water during the curing period. I] b 1 03300-05 [_l DIVISION 3 - CONCRETE SECTION 03300 Concrete: For items included in this article, concrete shall develop at least 3500 psi compressive strength in 28 days. Concrete finishes shall be as specified hereinbefore or below. Exterior concrete shall be air entrained. Sidewalks: Cross mark sidewalk surface into 5 -foot -long flags or as indicated on drawings. Provide 1/4" radius round finish on all cross markings and sidewalk edges. Provide expansion joints on 35 -foot maximum centers and at each junction between sidewalks and other concrete construction, and at other locations indicated. Curbs and Gutters: Provide expansion joints across curbs and gutters at 20 -foot maximum centers, full depth of cross-section. Curbs and gutters shall be monolithic, with concrete placed in one continuous operation between expansion joints, and wood -float finished to cross -sections indicated. Apron and Paving: Provide expansion and contraction joints, as indicated. Seal all open spaces with hot -poured elastic joint sealer, conforming to AASHOT M127 and ASTM D1190, heated and applied in accordance with the manufacturer's printed directions. Before applying joint sealer, completely dry and clean out all joint spaces with compressed -air jet. Floor Slabs, Except as Specified Below: Provide steel -trowel finish. Floor Slabs with Separate Topping: Trowel smooth, then finish with traverse broom finish. Sidewalks, Curbs, Gutters, Aprons, and Pavings: Provide finish as specified hereinbefore. END OF SECTION f 03300-06 I I DIVISION 3 - CONCRETE WORK SECTION 03310 PIER AND GRADE BEAM FOUNDATIONS A. See Division 1, "General Requirements" General and Supplementary Conditions. B. This work consist■ of all concrete work, forms, reinforcing, and related items necessary to complete the work indicated on the drawings and described in the specifications, unless specifically excluded. C. Set all built-in pipe sleeves, anchorage devices, anchors and inserts furnished under other sections of these specifications. D. Furnish and install joint fillers and water stops in connection with concrete work as indicated on the drawings. ' .02 TESTING A. The contractor shall retain an independent testing laboratory and shall pay for initial concrete tests. Testing required due to failure of samples to meet the requirements of these specifications will be at the contractor's expense. B. Samples shall be taken for each 50 cubic yards of fresh concrete or fraction thereof placed on the project, but not less than one set for each day's concreting involving 10 cubic yards or more. C. Compression and Strength Tests: Each test shall consist of four • standard 6 inch by 12 inch cylinders; two cylinders to be tented at the age of seven days and one cylinder at the age of 28 days. Hold one cylinder for testing if required. Samples shall be taken, cured, and tested in accordance with the latest ASTM standards. D. Slump Teats: Tests for slump shall be made at the place of deposit and in accordance with ASTM C 143. Tests shall be made periodically when cylinders are made, and as often as when in the opinion of the owner or his representative a change in consistency of the concrete mix is noted. The contractor shall have a slump cone at the job site at all times when concreting operations are in progress. Unless otherwise noted or specified, the slump shall be within the following • limits: 1. Piers: Maximum 3 inch, minimum 1 inch. 2. Grade Seams: Maximum 4 inch, minimum 1 inch. NOTE: These slump numbers do not apply if a high -range water reducer is used. If a high -range water reducer is to be used, approval must be gained from the owner, and the slump will be determined on a case by case basis. C] SECTION 03310-01 I I DIVISION 3 - CONCRETE WORK SECTION 03310 ' PIER AND GRADE BEAM FOUNDATIONS .02 TESTING: (Continued) E. When ultimate compressive strength of any cylinder falls below the specified strength for the class of concrete specified, the owner or his representative may order additional curing and/or additional testing for the portion of the structure in question. Any additional measures will be at the contractors expense. F. In the event that additional curing does not give the strength required, as determined by accepted testing methods, and if such test indicate the necessity, the defective portions shall be replaced or reinforced as directed by the owner or his representative, at the contractors expense. i .03 SHOP DRAWINGS: ' A. Submit shop drawings to the owner in accordance with requirements described in general conditions. Obtain acceptance of the drawings prior to fabricating any materials or proceeding with the work. One sepia and one blue line print will be returned to the general contractor. B. Shop drawings shall indicate banding, assembly, splicing, laps, dimensions, and details of bar reinforcing and accessories. Prepare drawings in accordance with the "Manual of Standard Practice for Detailing Reinforced Concrete Structures", ACI 315. C. The general contractor is to check all shop drawings and have supplier make all corrections noted before submitting to the owner for approval. Any drawings received without this requirement being fulfilled will be returned with no action taken. D. Review of shop drawings will be for size and arrangement of the principal and auxiliary members. Any errors in dimensions and/or quantities shown on the shop drawings will be the responsibility of the general contractor. .04 MATERIALS: 1 A. Portland Cement: ASTM C 150, Type i. B. Sand: Clean hard natural and meeting requirement of standard specifications of the Arkansas Highway Department. C. Coarse Aggregate: Coarse aggregate shall meet the requirements of the standard specifications of the Arkansas State Highway Department for coarse aggregate for structural concrete as specified in Section 802. D. Mixing Water: Mixing water shall be portable and free from t injurious amounts of oils, acids, alkalis, salts, organic materials, or other substances that may be deleterious to concrete or reinforcement. SECTION 03310-02 DIVISION 3 - CONCRETE WORK SECTION 03310 PIER AND GRADE BEAM FOUNDATIONS .04 MATERIALS: (Continued) E. METAL REINFORCEMENT: Reinforcing steel shall have a minimum yield strength of 60,000 PSI and shall conform to one of the following specifications: 1. "Specification for Deformed and Plain Billet -Steel Bare for Concrete Reinforcement" (ASTM A 615). 2. "Specification for Rail -Steel Deformed and Plain Bars for Concrete Reinforcement" (ASTM A 616 including $1). 3. "Specification for Axil-Steel Deformed and Plain Bars for Concrete Reinforcement" (ASTM A 617). 4. "Specification for Low -Alloy Steel Deformed Bars for Concrete Reinforcement" (ASTM A 706). 5. All steel reinforcement is to be of domestic origin. . F. METAL ACCESSORIES: Include all spacers, chairs, bolsters, tires, and other devices necessary for properly placing, spacing, and supporting, and fastening reinforcement in place. IG. SLEEVES: Sheet metal as approved by the owner. M. FORMS: As approved by the owner. I. WATER -REDUCING ADMIXTURES: Approved brand which meets the requirements of ASTM C 494. The maximum water soluble chloride shall be added to the mix even if the naturally occurring chlorides in the materials are less than the stated limits. J. AIR -ENTRAINING ADMIXTURE: An approved brand, in proper proportions, meeting the requirements of ASTM C 260 shall be used. I .05 EMBEDDED ITEMS: A. Notify trade■ that have work to be embedded in concrete in ample time to permit placing of items without delaying pouring of concrete. I B. Provide for installation of inserts, conduit, pipe sleeves, drains, anchor bolts, dowels, thimbles, blocking, and other fastening devices required for attachment of other work. Properly locate in i cooperation with other trades and secure in position before concrete is poured. C. Sleeves, anchors, inserts, and other accessories shall be approved, in place, before concrete placing is started. SECTION 03310-03 I DIVISION 3 - CONCRETE WORK SECTION 03310 PIER AND GRADE BEAM FOUNDATIONS I as A. Forms complete with centering cores, molds, and embedded parts shall be constructed to conform to shape, form, line, and grade indicated on the drawings, and in accordance with applicable portions of the specifications. Forms shall be set and maintained sufficiently rigid to prevent deformation under load. Supports and braces shall be spaced sufficiently close to prevent deflection of form material and consequent waviness in the surface of the concrete. The complete work shall not exceed the tolerance limits listed in paragraph 203 of ACI Standard 347, recommended practice for concrete formwork. All beams poured in contact with existing ground or fill shall be sideformed. Earth sides of pier holes may be used for pier forms provided the soil is stable in nature and does not spall into the hole before or during placement of the concrete. If the soil lining the pier hole does not exhibit suitable stability, the hole shall be lined with a suitable casing. B. Designs Joints shall be sufficiently tight to prevent leakage of concrete during placing and shall be arranged vertically or horizontally to conform to the pattern of the design. Temporary openings shall be arranged in wall forms, and where otherwise required, to facilitate cleaning and inspection. Lumber once used in forms shall be readily removable without hammering or prying against the concrete. Forms for concrete surfaces specified to have a smooth or rubbed finish that are damaged or require patching shall not be re -used and shall be discarded when so directed. C. Forms Ties: Form tie assemblies must permit tightening of the forms and be of such a type as to leave no metal within 1 1/2 inches of the surface. The assembly shall provide cone -shaped depressions at the surface at least 1 inch in diameter and 1 1/2 inches deep. Ties must have a minimum working strength of 3000 pounds. Ties must be tight fitting or holes in forms must be sealed to prevent leakage where ties penetrate the form. Through ties that are to be entirely removed from the structure must be tapered over the portion which passes through the concrete. Wire ties will not be permitted. ID. Form surfaces which will be in contact with concrete shall be coated with an effective bond -breaking form coating in accordance with Section 4.4 of ACI 347. Forms, completely assembled and erected, shall be approved before concrete placement is started. .07 REMOVAL OF FORMS: A. Removal of forms shall be in accordance with Section 3.6 of ACI 347, without damage to the concrete, and in a manner which insures complete safety of the structure. B. Upon removal of the forms, notify the owner in order that an inspection of the newly stripped surfaces may be made prior to 1 patching. Freshly stripped surfaces shall not be pointed up or touched in any manor before being inspected by the owner. ' SECTION 03310-04 I I ' DIVISION 3 - CONCRETE WORK SECTION 03310 PIER AND GRAtE BEAM FOUNDATIONS A. Place reinforcement accurately in position shown, securely fastened and supported to prevent displacement before and during placement of concrete. Cleaning, banding, placing, and splicing of reinforcement shall be done in accordance with requirement■ of the standard building code, ACI 318-89, and approved shop draings. B. Furnish support bars, or accessories as necessary to provide the designated reinforcement to be placed in the locations shown or specified. C. Place reinforcement for a minimum of one day's pour, or for a full pour between joints before concrete is ordered. D. Reinforcing steel, in place, shall be approved before placing of concrete is started. A. The contractor shall furnish for approval mix proportions prepared by a testing laboratoy approved by the owner or his representative. The proporations of cement, aggregate, and water for all concrete to attain required plasticity and compressive strength shall be in accordance with ACI 318-89, and the latest edition of the recommended practice for selecting proportions for concrete, ACI 613. Proportional changes shall not be made without written approval from the owner or his representative. B. All concrete ■hall have a minimum compressive strength of 3,000 PSI at 28 days. A. Concrete shall be ready -mixed and prepared in accordance with the requirements of ACI 318-89. B. Ready -mixed concrete shall be mixed and delivered to the project in accordance with ASTN C 94, "Specification for Ready -Nixed Concrete". A. Before placing concrete, remove all debris, water, and ice from the places to be occupied by the concrete. Forms shall be coated, and the reinforcement cleaned of any ice or other coatings. B. Formwork and the placement of reinforcement, pipes, sleeves, conduit, hangers, anchors, and other inserts shall be inspected by the owner or his representative before any concrete is deposited. C. Place all concrete in accordance with requirements of the standard building code, ACI 318-89, and these specifications. SECTION 03310-05 If I I I I Li DIVISION 3 - CONCRETE WORK SECTION 03310 PIERS AND GRADE BEAM FOUNDATIONS Al PLACEMENT: (Continued) D. Concreting shall be carried on at much a rate that concrete is at all times plastic and flows readily into spaces between reinforcement. Concrete that has partially hardened or has been contaminated by foreign materials •hall not be deposited into the structure. Retempered concrete or concrete that has been remixed after initial set shall not be used. After concrete is started, it shall be carried on as a continuous operation until placing of a section is completed. A bulkhead shall be used at the termination of a section, unless the section terminates at another section, and the reinforcement steel shall protrude through the bulkhead in such a fashion as to allow for adequate lap -splicing into the next progressive section. E. When depositing concrete into piers, or forms for tall beams a tremie or elephant trunk of sufficient length as to reach within four feet above the point of placement shall be used. Concrete must not strike either the reinforcement or the sides of the forms when deposited. F. All concrete shall be thoroughly consolidated by suitable means during placement and shall be thoroughly worked around reinforcement and embedded fixtures and into corners of forms. Concrete i■ to be consolidated in an approved manor as soon as possible after it has been deposited to work the concrete around reinforcement and to prevent the formation of voids. Each horizontal lift in walls/grade beams, piers, and slabs, is to be consolidated by the use of approved mechanical vibratory equipment. The vibrator must penetrate into the layer below the lift being consolidated. To avoid excessive pressure on the forms, the vibrator must not penetrate more than two feet below the lift being consolidated. THE USE OF VIBRATORS TO MOVE OR "DRAG" CONCRETE HORIZONTALLY WITHIN THE FORMS WILL NOT SE PERMITTED. Apply vibration at the point of deposit and in the area of freshly placed concrete. Application shall be sufficient duration to accomplish thorough consolidation, and complete embedment of reinforcement and fixtures, but shall not be long enough to cause segregation. To secure even dense surfaces, free from aggregate pockets or honeycomb, vibration shall be supplemented by hand spading in the corners and angles of surfaces while the concrete is plastic under the vibratory action. G. Concrete in walls/grade beams is to be placed in horizontal lifts of not over 2 feet in thickness. The concrete is to be deposited at frequent intervals throughout the section. No temporary joints will be allowed to become cold before the adjacent concrete is placed. If, in the opinion of the owner or his representative, a joint has hardened, or a time interval of 45 minutes lapses in placement in one location, the joint will be considered cold and the construction may be considered in violation of the specification. H. Concrete when deposited shall have a temperature of at least 50 degrees F., and not more than 85 degrees F. SECTION 03310-06 II I I DIVISION 3 - CONCRETE WORK SECTION 03310 PIER AND GRADE BEAN FOUNDATIONS all PLACEMENT: (Continued) I. Admixtures intended to accelerate the hardening of the concrete or to produce higher than normal strength at early periods shall to be permitted unless specified or prior to acceptance is obtained from the owner. J. Accurate records are to be kept to show the date of placements, the mix used, and the air temperature at the time of placement. These records shall be available to the owner when requested. K. An engineering representative of the owner shall be present during all placement of concrete in drilled piers and grade beams. No placement of concrete in drilled piers or grade beams shall be performed without this representative being present. I.12 JOINTS: IA. The method and placement of placing concrete and arrangement of construction joint bulkheads shall be such that the concrete between construction joint@ shall be placed in continuous operation. .13 PROTECTION AND CURING: A. Exposed surface■ of concrete shall be protected from premature drying, wash by rain or running water, mechanical injury, and excessive hot and cold temperatures. Curing is to be performed in accordance with ACI 308, and is to be for a period for not less than seven days. A. After the forms have been removed, all concrete surfaces to be exposed in the final work shall be inspected, and any pour joints, voids, ■tone pockets, or other defects permitted to be patched by the owner, and all tie holes and pockets shall be cleaned out and patched with non -shrinking grout following the manufacturers instructions. A. The owner must be notified twenty-four (24) hours in advance of the placement of any concrete. SECTION 03310-07 II I HI DIVISION 3 - CONCRETE WORK SECTION 03310 PIER AND GRADE BEAR FOUNDATIONS 16 SUBSURFACE SOIL DATA: A. Subsurface soil investigations have been made by the owner. Theme results are not to be made a part of the contract, but are for ' general information only to the contractor. Bidders are expected to examine the site and the record of investigations, and then to determine for themselves the character of materials to be encountered. The owner will not assume responsibility for sub- , grade at locations other than the places shown. Copies of the investigations are on file at the owner's office for inspection by the bidders. Any change in the subsurface conditions will be reported to the owner and engineer as soon as possible. .17 EXCAVATION: A. Excavate for the site grading, foundations, grade beams, slabs, roads, parking lots, pipes, and accessories required by detailed drawings. Allow additional space as required for construction and inspection. it I I C I E. Do not place concrete on frozen ground. When freezing temperature is expected, do not excavate to the full depth indicated unless the concrete can be placed immediately after excavation has been completed. Protect bottoms of excavations from frost if placing concrete is delayed. F. Excavations for foundations shall be made by power equipment in good mechanical condition, excavation termination depth shall be approved by a representative of the owner. G. Excavations shall be made true, and in the correct locations. The contractor shall be responsible for accurately locating all points for excavations. I SECTION 03310-08 1 S. Foundation excavations shall be inspected by a representative of the owner before any steel is placed or concrete is poured. The contractor will give adequate notice before foundation excavation inspection is required. C. Shore and brace excavations as required to maintain them secure: Remove shoring as the backfilling progresses, but only when the banks are safe against caving or collapse. D. Control the grading around the excavation to prevent water from running into the excavated area or damaging the structure. Maintain all pits and trenches free of water at all times. Provide all pumping required to keep excavated spaces clear of water during construction. Should any springs or running water be encountered in the excavation, the owner and engineer shall be notified and the contractor shall provide free discharge of it by trenches and drain to an appropriate point of disposal as directed. I 1 DIVISION 3 - CONCRETE WORK SECTION 03310 PIER AND GRADE BEAM FOUNDATIONS 17 EXCAVATION: (Continued) 1 H. No forms, reinforcement or concrete shall be placed until excavations are approved by the engineer. I. Concrete and reniforcement shall conform to the requirements specified elsewhere. Depositing of concrete shall be done immediately upon excavation approval and placement of 1 reinforcement. Excavations shall not be left open for extended periods. Concrete shall not be placed in standing water. ' .18 DISPOSITION OF UTILITIES: A. If active utilities are encountered, the owner is to be notified immediately. B. Inactive and abandoned utilities encountered in excavations shall be reported to the owner] remove, plug, or cap as directed by the owner. .19 BACKFILLING: ' A. Backfill against walls only after acceptance of the owner has been obtained. Place and compact backfill so as to minimize settlement and avoid damage to walls and other work in place. B. Before placng fill, remove all debris subject to termite attack, rot, or corrosion, and all other deleterious materials in areas to be backfilled. Deposit backfill in layers not more than 8 inches thick. All fill material must be reasonably free of roots, L unsuitable materials. Stones larger than 4 inches, maximum dimension will not be permitted in the upper 6 inches of the fill. Place the fill in successive horizontal layers, in loose depth as specified, for the full width of the cross section. Thoroughly compact each layer by rolling or pneumatic tamping after a light sprinkling with water. Bring finished subgrade to elevations indicated and slope to drain water away from the structure. Fill to required elevations and areas where settlement occurs. 1 END OF SECTION I SECTION 03310-09 1 u DIVISION 4 - MASONRY SECTION 04100 MORTAR The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. The work under this Section includes everything necessary for and incidental to completing the MORTAR, except as hereinafter specifically excluded. Items of work such an Masonry Accessories, Unit masonry, and Insulation are specified in other sections. .04 MATERIALS: Masonry Cement will be permitted. Portland Cement shall met ASTM C150, Type 1. Water shall be potable and clean. Sand shall meet ASTM C144. Sand shall be kept in clean, pointed piles, and sand for mixing shall be taken from the middle third of the piles. Hydrated Lime shall met ASTM C207, Type S. Admixtures will NOT be permitted, except for color. Mortar mixes for all masonry shall meet ASTM 270, Type N. Mix proportions shall be 1 part Portland Cement, 1 part Hydrated Lime, and 6 parts Sand. Water retention: Mortar of the materials and proportions used in the construction, mixed to an initial flow of 300 to 115, shall have a flow after suction of not les than 70 percent. Grout Mix shall be 1 part Portland Cement, 3 parts Sand, and 1 part clean, coarse Aggregate that is 3/8 inch or greater in size, mixed to pouring consistency for filling cover of hollow units. Color: Admixtures may be used as Architect directs. 04100-01 DIVISION 4 - MASONRY SECTION 04100 MORTAR .05 EXECUTION: Mixing Mortar: All cementitious materials and aggregate shall be mixed in a mechanical mixer for at least 5 minutes with the maximum amount of water to produce a workable consistency. Placing: Mortar shall be placed in final position within 2 1/2 hours after mixing. Mortar not used or which has started to set within this time interval shall be discarded. END OF SECTION DIVISION 4 - MASONRY SECTION 04150 MASONRY ACCESSORIES The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. The work under this Section includes everything necessary for and incidental to executing and completing the MASONRY ACCESSORIES, except as hereinafter specifically excluded. Items of work such as Unit Masonry, Mortar, and Insulation are specified in other sections. .04 MATERIALS: Horizontal Joint Reinforcements Shall be full welded (not back welded) and factory formed into flat units averaging between 10 and 20 feet in length. Deformed side wires shall be not lighter than 9 gauge and crosswires 9 gauge for standard duty. Wire shall meet requirements of ASTM A82 for tensile strength. Corners shall be factory formed or formed on the job by one cut in the internal longitudinal rod and one cut in the crosswire and bending to shape. Wire shall be zinc coated, conforming to ASTM A116, Class 1, except that the crosewires in cavity -wall construction shall have a Class 3 coating. The distance between contacts of the crosswires with each outermost longitudinal rod shall be not lase than 16 inches. Center to center of longitudinal wires shall allow for positioning 13/16 inch from faces of masonry each side of the wall. The minimum coverage of mortar on side rods shall be 5/8 inch. Longitudinal splices shall be a minimum of 6- inches overlap. Wall Ties; Shall be corrugated -type galvanized steel, 7/8" wide x 7" long, not less than 22 gauge at walls. .05 INSTALLATION, Joints' reinforcing shall be installed as shown or at 24" increments if not indicated. Wall ties shall be spaced not more than 16" o.c. vertically and 48" o.c. horizontally. Stagger in alternate courses. Ties shall extend to within 3/4" of face of masonry veneer. 04150-01 DIVISION 4 - MASONRY SECTION 04200 UNIT MASONRY .01 GENERAL: The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. .02 SCOPE: The work under this Section includes everything necessary for and incidental to executing and completing the UNIT MASONRY, except as hereinafter specifically excluded. .03 FACE BRICK; Size: Provide nominal standard modular (3-5/8" x 2-1/4" x 7-5/8") size brick. Coring: Use cored brick with cross-sectional area of not less than 75% of gross area in the same plane. Core holes shall be no closer than 3/4" away from any edge. Quality Standard: ASTN C216, Grade MW, Type PBS. Texture and Color: Shall be selected by the Architect from manufacturer's standard smooth texture and standard color group. 04200-01 I IDIVISION 4 - MASONRY SECTION 04200 UNIT MASONRY .04 SUBMITTALS: Certificate of compliance from the concrete masonry unit manufacturer shall be supplied by the Contractor to the Architect and shall show that the concrete masonry units delivered to the construction site have been manufactured, cured, and dried under conditions not up to meet the Specifications. Mockups: Construct three 32 -inch by 32 -inch mockups to represent the workmanship and colors of the brick and motar to be used on the project. Only after approval of the mockups by the Architect shall masonry materials be delivered to the site. One mockup shall represent masonry work with natural color mortar. (not necessary this project) ' Use modular -size brick and modular -size mortar joints. Hot -weather installation: Masonry erected when the ambient air has a temperature of more than 900 F, in the shade, and has a relative humidity of less than 50 percent, shall be protected from direct exposure to wind and sun for 48 hours after installation. Cold -weather installation: No frozen work shall be built upon. Before erecting masonry during temperatures below 40° F. a written statement shall be submitted and approval of received of the methods proposed to heat the masonry materials and protect the masonry from freezing as required below. Masonry units shall be I kept completely covered and free from frost, ice, and snow at all times and shall have a minimum temperature of 30° F when laid. Temperature of mortar and, if used, grout shall be between 700 F and 110° F. Temperature of the mixing water, or of water and sand, introduced into cement shall not exceed 1600 F. The air I temperature on both sides of the masonry shall be maintained above 40° F for at least 72 hours, but may be reduced to 48 hours if high early -strength cement is used instead of Portland cement or masonry cement in the mortar. II II I , . 4A4JLYflii Preparation: All masonry having absorption rates (determined in accordance with ASTM specifications C067) in excess of .025 oz. per sq. in per min. shall be wetted sufficiently so that the rate of absorption when laid does not exceed this amount. Installation: Masonry shall be straight and true and the bond kept plumb throughout. Courses shall be level and evenly spaced. Variations in width of vertical joints shall be inconspicuous and made only to maintain the bond. 04200-02 I DIVISION 4 - MASONRY .06 EXECOTION (Continued); SECTION 04200 A story pole marked with all courses and adjusted to work with head and sills of openings shall be used to maintain some jointing for all surfaces of the building. Head joints of masonry work shall be plumbed as the work progresses. Each unit shall be adjusted to final position while mortar is still soft and plastic. Any unit that is disturbed after mortar has stiffened shall be removed and relaid with fresh mortar. Where fresh masonry joins masonry that is partially set or totally set, the exposed surface of the set masonry shall be removed. Walls shall be laid up level to the maximum extent practical. Toothing will be permitted ONLY upon approval of the Architect. Masonry shall be laid in a full and even bed of mortar and each course hammered down, head joints filled, except as otherwise specified. Mortar joints for masonry left exposed shall be struck off flush with the wall surface, and when partially set, shall be compressed and compacted with a round -shaped steel tool that is a minimum of 24 inches in length to provide a smooth concave joint. Cutting and Fitting: Cutting and fitting, including that required to accommodate the work of others, shall be done by masonry mechanics. Whenever possible, full units of the proper size shall be used in lieu of cut units. Cut edges shall be clean, true, and sharp. Protection: Surfaces of masonry not being worked on shall be properly protected at all times. When rain or snow is imminent, the tops of exposed masonry shall be covered with a strong, nonstaining, waterproof membrane, well secured in place and in a manner that will prevent moisture from accumulating within the unfinished wall. Adequate provisions shall be made during construction to prevent damage by wind. Weep Holes: Weep holes shall be provided 48 inches on center in mortar joints of the exterior walls along the bottom of the cavity over through- wall f lashings and other water stops in the wall. Weep holes shall be formed with pieces of clothes line or by leaving the head joints completely free of mortar. Cavity Construction: Keep the cavity clean of mortar droppings or other debris. I 04200-03 I I DIVISION 4 - MASONRY SECTION 04200 UNIT MASONRY .07 EXECUTION (Continued): Expansion Jointss Expansion joints shall be provided as shown on drawings. Leave a continuous vertical joint (3/8"), install neoprene joint backing, and fill with caulk. (Color to match mortar and type approved by Architect). END OF SECTION 04200-04 I I I I I I I I DIVISION 4 - MASONRY SECTION 04210 ACCESSORIES The General Conditions, the Supplementary Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. The work under this Section includes everything necessary for and incidental to executing and completing the MASONRY ACCESSORIES, except as hereinafter specifically excluded. use continuous horizontal joint reinforcement installed joint@ for bond tie between wytnes. Install at not vertically. Provide individual wall ties where masonry is Secure each anchor section through sheathing to metal fasteners of type indicated, space anchors not more than li not more than 24" o.c. horizontally. Anchors shall be #8 END OF SECTION in horizontal mortar more than 16" o.c. backed by metal stud. studs with 2 metal i" o.c. vertically and gauge wire or equal. 04210-01 I DIVISION 5 - METALS SECTION 05001 STRUCTURAL S .01 GENERAL: The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. .02 SCOPE: The work under this Section includes everything necessary for and incidental to executing and completing the STRUCTURAL STEEL framing work, except as hereinafter specifically excluded. .03 MATERIALS: All structural steel shalom conform to the standard specification, ASTH A36. END OF SECTION 05001-01 DIVISION 6 - CARPENTRY SECTION 06100 The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. The work under this Section includes everything necessary for and incidental to executing and completing the ROUGH CARPENTRY, except as hereinafter specifically excluded. X03 MATERIALS: See drawings, schedules, and details for location and quantity of carpentry and millwork required. All work shall be solidly and securely constructed. Lumber must be sound, thoroughly seasoned, kiln dried, well milled, and free from ' warp that cannot be corrected in the process of framing, bridging, or nailing. Exposed wood shall be finished. Moisture content for framing lumber and rough carpentry work shall not exceed 19%, nor 6% for door materials. Materials shall be protected at all times so as to not change their physical properties. Al]. materials stored at shop or site shall be under watertight sheds provided ' with proper ventilation and drainage. Do not store or install millwork and wood doors until the heating system is functioning, all concrete masonry is dry, and room temperature is not less than 700 1, except as otherwise noted. All framing lumber shall be No. 2 dimensional Southern Yellow Pine or 03 Douglas fir lumber. Provide and install all necessary wood blocking, bucks, nailers, screeds, cleats, furring strips, plugs, grounds, and rough framing required for all carpentry work, and the work of other trades where indicated or reasonably implied. All plates, strips, sills, and blocks in contract with concrete floors and exterior masonry walls shall be given a pressure preservative treatment (not ' creosote) in accordance with methods prescribed by the American Wood Preservers Association, or at Contractor option, immerse lumber for 5 minutes in a vat of Type 1, 5% by weight, ready -to -use solution of pentachlorophenol and let dry for at least 24 hours. Submit evidence of preservative compliance. Cuts in treated wood shall be brushed with preservative materials before erection. I I 06100-01 I I DIVISION 6 - CARPENTRY SECTION 06100 ROUGH Y ' .03 MATERIALS (Continued): All nails, screws, glues, and cementing materials shall be of the proper type for ' materials and locations involved. Wood trusses shall conform to the diagram on the following page. Submit shop drawings and manufacturer's specifications including engineers stamp, for ' architect's approval. Wood trusses must be engineered, manufactured and warranteed by an approved engineer and manufacturing facility. ' .04 INSTALLATION= Rough Hardware: Furnish and install rough hardware for the proper anchorage and fastening of items under this Section of the work including nails, screws, anchor ' bolts, toggle bolts, spikes, metal plugs, etc., all a■ required, whether or not specifically mentioned. Rough hardware items shall be of proper sizes to rigidly secure members in place. Anchor wood ■ills, studs, or plates to concrete slabs or masonry not less than 5'0" o.c., by approved methods. Blocking for Fixtures: This Contractor shall provide ample blocking for support of plumbing fixtures and accessories as required. ' Grounds: Install wood grounds at wall heads where ceiling abuts, also at miscellaneous location■ attach millwork, hardware, and wood trim, run straight and true. I 1 END OF SECTION I I I 7 I ' 06100-02 II II P r! L H I J H 1 Li I I Ii I To the extent engineering design considerations are indicated as ' fabricator's responsibility, submit design analysis and test reports indicating loading, section modulus, assumed allowable stress, stress diagrams and calculations, and similar information needed for analysis and to ensure that trusses comply with requirements. DIVISION 6 - CARPENTRY SECTION 06192 PREFABRICATED WOOD TRUSSES Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this section. Extent and configuration of prefabricated wood trusses is indicated on drawings. (See diagrams included in this section of specification.) Types of prefabricated wood trusses include: Hip and girder trusses at hip ends of roof Monopitch trusses Parallel chord 4 x 2 wood trusses Roof sheathing is specified in Division 6 section "Rough Carpentry" or on drawings. Prefabricated wood trusses include planar structural units consisting of metal plate connected members which are fabricated from dimension lumber and which have been cut and assembled prior to delivery to the project site. Product Data: Submit fabricator's technical data covering lumber, metal plates, hardware, fabrication process, treatment (if any), handling and erection. Submit certificate, signed by an officer of fabricating firm, indicating that trusses to be supplied for project comply with indicated requirements. Shop Drawings: Submit shop drawing■ showing species, sizes and stress grades of lumber to be used; pitch, span, camber, configuration and spacing for each type of truss required; type, size, material, finish, design values, location of metal connector plates; and bearing and anchorage details. I 06192-01 I I DIVISION 6 - CARPENTRY SECTION 06192 PREFABRICATED WOOD TRUSSES .04 SUBMITTALS (Continued): Provide shop drawings which have been signed and stamped by a structural engineer licensed to practice in the jurisdiction where trusses will be installed. ' .05 QUALITY ASSURANCE: TPI Standards: Comply with applicable requirements and recommendations of the following Truss Plate Institute (TPI) publications: "Design Specification for Metal Plate Connected Wood Trusses" ' "Design Specification for Metal Plate Connected Parallel Chord Wood Trusses" "Commentary and Recommendations for Handling and Erecting Wood Trusses" "Commentary and Recommendations for Bracing Wood Trusses" "Quality Standard for Metal Plate Connected Wood Trusses" ' Wood Structural Design Standard: Comply with applicable requirements of "National Design Specification for Wood Construction" published by N.F.P.A. ' Design by Manufacturer: Trusses shall be designed by Connector -plate manufacturer to support all superimposed dead and live loads indicated, with design approved and certified by a structural engineer licensed to practice in the jurisdiction where trusses will be installed. ' Connector Plate Manufacturer's Qualifications: Provide truss connector plates manufactured by a firm which is a member of TPI and which complies with TPI quality control procedures for manufacture of connector plates published in TPI ' "Quality Standard for Metal Plate Connected Wood Trusses". Fabricator's Qualifications: Provide trusses by a firm which has a record of successfully fabricating trusses similar to type indicated and which complies ' with the following requirements for quality control: Fabricator practices a quality control program which complies with, or is comparable to, one published in TPI "Quality Standard for Metal Plate Connected Wood Trusses" and which involves inspection by an independent inspection and testing agency acceptable to Architect and authorities having jurisdiction. ' Single Source Responsibility for Connector Plates: Provide metal connector plates from a single manufacturer. .06 DELIVERY, STORAGE AND HANDLING: Handle and store trusses with care, and in accordance with manufacturer's instructions and TPI recommendations to avoid damage from bending, overturning or other cause for which truss is not designed to resist or endure. I 06192-02 II DIVISION 6 - CARPENTRY SECTION 06192 PREFABRICATED WOOD TRUSSES 1 .06 DELIVERY. STORAGE AND HANDLING (Continued): Time delivery and erection of trusses to avoid extended on -site storage and to avoid delaying work of other trades whose work must follow erection of trusses. ' ,07 MANUFACTURERS: Available Manufacturers: Subject to compliance with requirements, manufacturers ' offering metal connector plates which may be incorporated in the work include, but are not limited to, the following: Alpine Engineered Products, Inc. Clary Corporation Gang Nail Systems, Inc. Hydro -Air Engineering, Inc. Inter -Lock Steel Co., Inc. Link -Wood Construction Systems Lumbermate Company Robbins Manufacturing Co. The Panel -Clip Company Tee-Lok Corp. Truss Connectors of America Truswal Systems Corp. Factory mark each piece of lumber with type, grade, mill and grading agency. ' Lumber Standard: Manufacture lumber to comply with PS 20 "American Softwood Lumber Standard" and with applicable grading rules of inspection agencies certified by American Lumber Standards Committee's (ALSC) Board of Review. Nominal sizes are indicated, except as shown by detail dimensions. Provide lumber manufactured to actual sizes required by PS 20 to comply with t requirements indicated below: Dressed, 545, unless otherwise indicated Moisture Content: Seasoned, with 15% maximum moisture content at time of dressing and shipment for sizes 2" or less in nominal thickness, unless otherwise indicated. I I 06192-03 I C DIVISION 6 - CARPENTRY SECTION 06192 ' PREFABRICATED WOOD TRUSSES .0B LUMBER (Continued): Species: Provide any species and grade which ham been stress -rated and certified, at indicated moisture content, to comply with requirements below for method and for minimum design values of single members: ' Stress -rating Method: Visually graded or machine stress -rated Design Values: Am indicated below: ' Fb (extreme fiber stress in bending): 1800 psi E (Modules of elasticity): 1,800,000 psi .09 METAL CONNECTOR PLATES, FASTENERS AND ANCHORAGES: Connector Plates: Fabricate connector plates from metal complying with the following requirements: Hot -Dip Galvanized Steel Sheets Structural (physical) quality steel sheet complying with ASTM A 446, Grade A; zinc coated by hot -dip process to comply with ASTM A 525, Designation G60; minimum coated metal thickness indicated but not less than 0.036". ' Electrolytic Zinc -coated Steel Sheet: Structural (physical) quality steel sheet complying with ASTM A 591, Coating Class C, and, for structural properties, with ASTM A 446, Grade A; zinc -coated by slectro-deposition; with minimum coated metal thickness indicated but not less than 0.047". ' Aluminum -Zinc Alloy -coated Steel Sheet: Structural (physical) quality steel sheet complying with ASTM A 792, Coating Designation AZ 50, and, for structural properties, with ASTM A 446, Grade A; aluminum -zinc alloy -coated ' by hot -dip process; with minimum coated metal thickness indicated but not less than 0.036". Any metal indicated above. ' Fasteners and Anchorages: Provide size, type, material and finish indicated for nails, screws, bolts, nuts, washers and other anchoring devices. ' .10 FABRICATION: Cut truss members to accurate lengths, angles and sizes to produce close fitting joints with wood -to -wood bearing in assembled units. I I 06192-04 r7 L: DIVISION 6 - CARPENTRY SECTION 06192 PREFABRICATED WOOD USSES (Continued): Fabricate metal connector plates to size, configuration, thickness and anchorage details required for type■ of joint designs indicated. Assemble truss members in design configuration indicated using jigs or other means to ensure uniformity and accuracy of assembly with close fitting joints. Position members to produce design camber indicated. Connect truss members by means of metal connector plates accurately located and securely fastened to each side of wood members by means indicated or approved. General: Erect and brace trusses to comply with recommendations of manufacturer and the Truss Plate Institute. ' Erect trusses with plane of truss webs vertical (plumb) and parallel to each other, located accurately at design spacings indicated. Hoist units in place by mean■ of lifting equipment suited to sizes and types of ' trusses required, applied at designated lift points as recommended by fabricator, exercising care not to damage truss members or joints by out -of -plane bending or other causes. • Provide temporary bracing as required to maintain trusses plumb, parallel and in location indicated, until permanent bracing is installed. Anchor trusses securely at all bearing point■ to comply with methods and detail■ ' indicated. Install permanent bracing and related components to enable trusses to maintain design spacing, withstand live and dead loads including lateral loads, and to comply with other indicated requirements. Do not cut or remove truss members. 1 END OF SECTION I I H 1 06192-05 I I I DIVISION 6 - CARPENTRY SECTION 06200 IFINISH CARPENTRY FINISH CARPENTRY ' The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. .02 SCOPE: The work under this Section includes everything necessary for and incidental to ' executing and completing the FINISH CARPENTRY, except as hereinafter specifically excluded. .03 MATERIALS: All materials and all labor performed under this Section shall conform in every respect to the applicable requirements of the manual of Architectural Woodwork, ' Architectural Woodwork Institute, the West Coast Lumberman'a Association Grading and Dressing Rules No. 16, the Western Wood Products Association and the National Hardwood Lumber Association. Use 2 1/2" cove type trim where called for. Species to be pine, grade A. ' Nails, bolts, washers, nuts, wood screws, lag screws, etc., shall be beat suited for their specific condition. Nails shall be steel, common or finished as required, galvanized when used in exterior condition or with cedar. Miscellaneous hardware, including metal fittings, where used in exterior conditions and where exposed to the weather, excepting nails, shall be cadmium -plated, unless noted otherwise on the drawings. All interior fasteners or rough hardware which is exposed shall be of polished brass finish or bronze as coordinated by architect. .06 INSTALLATION: All work herein specified shall be executed by skilled journeymen craftsmen, experienced in the trade, with the proper, sharp tools and in conformity with these documents. This Contractor shall verify all dimensions in the field and all related conditions before starting the work. He shall inform the Architect of conflict between locations and conditions of his work and work of others and shall do no work in the areas of conflict until a decision is made by the Architect. Adhesives used on the work shall be in strict conformity with the manufacturer's specifications and recommendations. I I 06200-01 El DIVISION 6 - CARPENTRY SECTION 06200 FINISH CARPENTRY .04 INSTALLATION (Continued): Fixed wooden equipment shall be installed properly, level, straight, plumb, and true to line and dimension indicated on the drawings. Wherever required, all members shall be neatly, snugly, and accurately scribed into place. All trim shall be fixed in place in full lengths, without piecing, except where use of single lengths would be impractical. Butt joints, if necessary, shall be beveled. Miter all exterior angles. Interior angles of molded parts shall be coped. No end grain of any trim member shall be exposed in any condition. All exposed nails shall be met for putty with use of proper setting tool. Where work of this Section adjoins and/or abuts work of others, a neat, tight, properly scribed joint shall be the result. Installation of Doors: Install all hinged doors under this Section. Accurately fit and hang all doors; properly prepare for an apply hardware; and make due allowance for painter's finish, swelling, and shrinking. Trim doors with clearance at lock and hanging stiles and at top, not exceeding 1/8", and at bottom, not exceeding 1/4". Slightly bevel stile edges and around all arrises to 1/16" radium. Smoothly finish all edges of doors to equal finish of door faces. At completion, all doors shall operate freely, but not loosely, with hardware functioning properly, without sticking, binding, hinge -binding, or other imperfections. When necessary to trim off length of door, cut off top portion only. Top of door shall be sanded smooth. Hardware: Receive, store, and be responsible for all finish hardware. Install all finish hardware specified under Section 08700, except such parts as are distinctly specified as being installed under other trades. Properly prepare all work to receive hardware. All hardware shall be secured with suitable screws of the same material and finish. Screws for strikes, face plates and butts shall be flatheaded and countersunk. At completion, leave all hardware in satisfactory condition and in perfect working order. Wherever possible, all materials herein specified shall be worked to completion in the shop. All parts of fabricated items shall be delivered to the site in as few pieces as possible. All mullions, heads, sills, and jambe shall be fabricated in one piece wherever possible. Where joints within a piece are required, they shall be as unapparent as possible. El 06200-02 I 1 I DIVISION 6 - CARPENTRY SECTION 06200 ' FINISH cARvzrrntY .04 INSTALLATION (Continued): ' Members that indicate checking or warping shall be rejected. Poor grain combinations shall also be rejected on parts that are to be exposed in the work. Installation of all assembled items in the work shall be done carefully and neatly. Scribe as required for tight, straight fit. Do not force installation. Shim as required for straight, level, and plumb finished surfaces. Wherever possible, nails shall be set in a manner that will leave them unseen in t the final work. Exposed nails shall not be driven home, but shall be set for putty with the proper -sized nail set. Hammer marks on finished surfaces shall be cause for rejection. Wood screws shall be used only where heads are to be covered by other materials and where they will remain out of sight in the finished work, unless specified to be exposed. All ends of stock shall be sanded smooth. Edges shall have square corners, except corners shall be touch sanded to remove burrs and sharp edges. Sanded finish shall be conrolled to prevent appearance of sandpaper marks on finished surfaces. Such marks shall be cause for rejection. Priming and Sackpainting: Priming and/or backpainting of all wood surfaces shall be a specified herein or as required under Section 09900. This Contractor shall be responsible for all priming and backpaintinq requirements before such products are installed in the work. He shall request and receive proper inspection of all surfaces before any additional work is started. ' Protection: Protect all wood finishes against damage and dampness during and after delivery and after installation in the work. Until such materials are installed inthe work, they shall be properly stored in a thoroughly dry and ' well -ventilated place. Protect all parts from injury after installation and maintain said protection until completion of the entire project. ' .05 CLEANUP: ' This Contractor shall take the necessary action to keep his work clean and free of dirt, trash, obstruction, and equipment, except that necessary for the proper completion of this work. Materials not used shall be removed immediately. Dirt and trash shall be cleaned out daily and final cleanup shall leave the work in a thoroughly clean and acceptable condition. END OF SECTION I I 06200-03 L DIVISION 6 - CARPENTRY SECTION 06240 PLASTIC LAI4INATES .01 GENERAL; The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. .02 SCOPE; The work under this Section includes everything necessary for and incidental to executing and completing the PLASTIC LAMINATES, except as hereinafter specifically excluded. .03 MATERIALS AND INSTALLATION: Acceptable material shall be equal to that manufactured by the Formica brand grade 12/HGP. Install as per approved manufacturer's specifications. .04 SUBMITTALS; Submit for approval manufacturer's specifications for any laminate other than that specified above. .05 COLOR/FINISH: As selected by Architect. END OF SECTION P Lj 06240-01 [_I DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07090 UNDERSLAB WATERPROOFING The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 @hall govern this work as they may apply. The work under this Section includes everything necessary for and incidental to executing and completing the UNDERSLAB WATERPROOFING, except as hereinafter specifically excluded. Furnish and install 6 -mil -thick polyethylene film membrane waterproofing under slab on grade. All joints in polyethylene sheets shall be lapped 12 inches with the top layer of lapped seam, pointing in the direction of pour of concrete. Particular care shall be exercised in concreting operations to prevent damage to the plastic sheets. Under no circumstances shall the membrane be broken. END OF SECTION 07090-01 I DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07100 The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 ■hall govern this work as they may apply. The work under this Section includes everything necessary for and incidental to executing and completing the THRU-WALL FLASHING, except as hereinafter specifically excluded. Thru-wall flashing shall be minimum 20 -mil -thick Nervastral or as approved equal. Asphalt Mastic shall be compatible with fabric and be of troweling consistency and a type suitable for cold application. Provide thru-wall falshing for exterior walls as necessary to divert moisture within walls to exterior surfaces, and without limiting the extent of required work, provide at overheads of openings, under sills of openings, around perimeter of building at floor and roof lines, and elsewhere as noted or indicated an drawings. Contractor shall furnish Owner with a written 1 -year guarantee in which he agrees to correct and repair at his own expense any leaks that may occur in and around thru-wall flashings. END OF SECTION I I I IDIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07140 SkThING .01 GENERAL: The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. ' .02 SCOPE: The work under this Section includes everything necessary for and incidental to executing and completing the sheathing, except as hereinafter specifically excluded. .03 MATERIALS+ Sheathing on exterior walls shall be 1/2" "Thermax" board with reflective foil ' facer one side only manufactured by Celotex Co. wrapped with "TYVER" infiltration barrier. .04 INSTALLATION: Install Celotex and infiltration barrier as per manufacturer's instructions. IEND OF SECTION I IT I I 1i I I 11 DIVISION 7 - THERMAL & MOISTURE PROTECTION SECTION 07143 BA INS ON The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. The work under this Section includes everything necessary for and incidental to executing and completing the BATT INSULATION except as hereinafter specifically excluded. Batt Insulation: Exterior walls and roof, furnish and install nominal 6" thick kraft-faced batt insulation with R-19 as shown on drawing in exterior walls. Furnish and install nominal 12" thick kraft-faced batt insulation with R-38 as shown on drawings in ceilings. Insulation shall meet Federal Specification HH-1-521?, Type 11 Classic. Provide "chicken wire" secured to bottom cord of truss to hold roof insulation in place at ceiling. Batt Insulation for interior walls (sound): Furnish and install nominal 3- 1/2" thick sound -attenuation batt■ as shown on drawings. (Double in double -thickness walls) Installation of insulation shall be per manufacturer's recommendation. • r.. w Submit manufacturer'■ data and installation instructions. END OF SECTION I 07143-01 I DIVISION 7 - THERMAL i MOISTURE PROTECTION SECTION 07144 MASONRY INSULATION The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. The work under this Section includes everything necessary for and incidental to executing and completing the MASONRY INSULATION except as hereinafter specifically excluded. Q•J .iMidrfl : M ; All insulation materials shall conform to ASTM C-516-80, Standard Specification for Vermiculite Loose Fill Thermal Insulation or Federal Specification HH-1-585C and shall be treated for water repellency. K•I The vermiculite masonry insulation shall be poured into the concrete block cavities directly or through the use of a hopper device placed immediately on top of the wall section. The insulation shall be poured at any convenient interval so as to insure that all areas are filled. All holes and openings in the wall through which the insulation can escape shall be permanently sealed or caulked prior to installation of the vermiculite; and glass fiber, rope, galvanized steel, or copper screens shall be used at weep holes to prevent leakage. Submit manufacturer's data and installation instructions. END OF SECTION I 07144-01 I I DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07600 FLASHING, SHEETMETAL ACCESSORIES, AND ROOF The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. The work under this Section includes everything necessary for and incidental to executing and completing the FLASHING, SHEETMETAL ACCESSORIES, AND ROOF, except as hereinafter specifically excluded. Furnish and install flashing and sheetmetal as shown on plans and as herein specified. Flashings, edge strips, and other miscellaneous uses shall be aluminum with mill finish , 26 ga. thickness. Asphalt roofing shingle shall be Georgia Pacific fiberglass shingle or an approved equal maintaining the 30 -year warranty offered by Georgia Pacific. Color shall be selected from samples supplied architect by contractor. Shingles shall be applied upon 15 lb. felt, 36" in width and lapped a full 18". RI- ;. 4. .11. • . . Soffit panel shall be "Rollex" system 3 aluminum soffit or approved equal. There shall be a 1-5 ratio of perforated panels to solid panel installed in a symmetrical pattern and color as determined by Architect. END OF SECTION I 07600-01 I 71 DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07900 CAULKING AND SEALANTS The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work a■ they may apply. The work under this Section includes everything necessary for and incidental to executing and completing the CAULKING AND SEALANTS, except as hereinafter specifically excluded. Colors of materials: Shall be selected by the Architect from manufacturer's full stock color and pattern range. Caulking compound: Shall be eleo-resinous caulking comound, gun grade, equal to Pecora Caulking Compounds, conforming to Federal Specification TT- C-598. Primer: Quick -drying clear varnish thinned to proper consistency, as recommended by caulking manufacturer. Sealants: Silicone Rubber sealant shall be Dow -Corning "Sealant No. 780" or General Electric "Silicone Sealant." One Compound Polyurethane (Elastometric) sealant shall be Dow -Corning "Terraseal," Toch Brothers "Polytok Sealant R.M." Acrylic Sealant shall be Tremco "Mono Lasto Meric," Sonneborn "Some" of a color to match aluminum finish. Primer shall be as recommended by sealant manufacturer. Joint filler backup shall be expanded closed -cell foam, being 25 percent to 50 percent in width greater than the width of the joint. Preparation: Wipe non -porous materials clean with mineral spirits before installation of compound. Prima porous materials with primer by brush application, before installation of caulking or sealant compounds. Care ■hall be exercised to insure that only joint surfaces are primed. Condition of Surfaces: Surfaces to be caulked or sealed ■hall be dry and free of moisture. 07900-01 DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07900 CAULKING AND SEALANT .04 INSTALLATION (Continued): Sealant Application: Apply sealants with pressure hand guns. Sealant bead shall be no thicker than 3/8 inch and shall be no thinner than 3/16 inch. Masonry joints to receive caulking compounds shall be raked out not less than 3/4 -inch deep. Depth of joint back of caulking material shall be solidly packed with backing material as specified for caulking compound. Minor variations of this dimension are permissible. Where spaces around openings are deeper than 3/4 inch, pack with joint filler backup to this depth prior to sealing. Dress down sealant and leave joint free from fins, ripples, and overlaps, perfectly bonded to frame and masonry sides. Leave sealed joints weathertight. Cleaning: Immediately after caulking or sealing, clean adjacent materials that have been soiled. Remove masking tape that may be used to prevent smears or discolorations. Schedule: Silicone rubber sealant for joints between masonry and other materials, for exterior joints in windows, and for all other joints, except as specified hereafter. One Component Polyurethane (Elastometric) Sealant for joints in walking surfaces and concrete joints. Acrylic sealant for interior joints in windows. Caulking compounds for interior joints having little movement. Set all thresholds in full bed of caulking compound. Furnish written guarantee for warranting the watertight sealant and caulking work for a period of two (2) years after acceptance. END OF SECTION I 07900-02 P L DIVISION 8 - DOORS AND WINDOWS SECTION 08101 INSULATED METAL RS The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. The work under this Section includes everything necessary for and incidental to executing and completing the INSULATED METAL DOORS, except as hereinafter specifically excluded. Manufacturers offering products to comply with the requirements for insulated metal doors include the following: THERNA-TRU, STANLEY Furnish and install insulated metal doors and frames as shown on drawings and as herein specified. Doors shall be flush, solid -core construction, 1 3/4" thick, completely filled with foamed urethane insulation, enclosed by steel stiles with rigid vinyl thermal break and solid wood rails. Skins of nominal 18-ga. steel with flanged returns on top and bottom edges. Frames shall be SF34 series, welded -unit type. Head and jamb corners shall be mitered, securely welded, and ground smooth. Frames for exterior insulated metal doors shall be installed with manufacturer jamb to insure warranty. Provide appropriate jamb anchors and floor anchors which are adjustable up to 2" in 1/16" increments. Two rubber door silencers shall be furnished for strike jambe and for heads of double -swing frames. Hang doors level and plumb, according to manufacturer's recommendation. Doors shall be delivered to the contractor at the job site. They shall be handled to avoid damage and stored upright in a protected area. Damage or deteriorated materials shall be removed from the premises. Submit manufacturer's data and installation instructions. END OF SECTION 08101-01 DIVISION 8 - DOORS AND WINDOWS SECTION 08105 INTERIOR METAL FRAMES The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. The work under this Section includes everything necessary for and incidental to executing and completing the INTERIOR METAL FRAMES, except as hereinafter specifically excluded. Manufacturers offering products to comply with the requirements for interior metal frames include the following: Coco, Curries, Pioneer Furnish and install series DWS 34 knocked -down field -assembled type frames specifically for installation after drywall is in place. Frames shall have double return backbends to enable the frame to grip the partitions without marring the surface. Frames shall be 18 ga. Supply frames with adjustable plumb anchors to insure a square and plumb installation. Sill anchoring shall be by fasteners furnished by others through dimpled holes provided by Coco near the botom of each jamb face. Two rubber door silencers shall be furnished for each strike jamb and for each head of double -owing frames. Painting: Frames shall be chemically treated for optimal paint adherence and painted with a uniform coat of rust -inhibiting quality primer, oven- dried. Finish coat to be applied on the job site. END OF SECTION 08105-01 II U I ' DIVISION 8 - DOORS AND WINDOWS SECTION 08200 WOOD DOORS WOOD DOORS O1 GENERAL: ' The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. .02 SCOPE: ' The work under this Section includes everything necessary for and incidental to executing and completing the WOOD DOORS, except as hereinafter specifically excluded. .03 MANUFACTURERS: Manufacturers offering products to comply with the requirements for wood doors include the following: Mohawk .04 MATERI 7 S _ CONSTRUCTION AND INSTfl t aTTON: Furnish and install woods doors as shown on drawings and as herein specified. Solid -core doors shall be of stile and rail type with particleboard core equal to Mohawk standard solid core wood stave and particle. Hollow -core doors shall ' have cores of flexible corrugated kraft fiber equal to Mohawk commercial hollow -core. Doors shall be flush premium -grade oak veneer with job -applied finish. See Section 0990. Door clearances shall not exceed 1/8 inch at joints and head and shall have a bottom clearance of 1/2 inch over finished floor materials, except as otherwise shown on drawings. Lock edge of door shall be beveled at the rate of 1/8 inch in 2 inches. ' Doors shall be fit, hung, and trimmed as required by the openings they will close. Frames shall be plumbed and rigidly secured in place. Hardware and fasteners should function and fit well and be in the proper positions. Doors fully installed and completed shall have a uniformly acting closing speed. I 08200-01 Doors shall arrive on the job factory -wrapped and packaged in cartons. Doors shall be installed only after completion of all other work that would raise the moisture content of the doors or damage the surface of the doors. .05 SUBMITTALS: Submit manufacturer's data, schedule, elevations, and details. END OF SECTION 08200-02 If DIVISION 8 - DOORS AND WINDOWS SECTION 08550 kwsAL WINDOWS METAL WINDOWS .01 GENERAL: The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. .02 SCOPE: The work under this Section includes everything necessary for and incidental to executing and completing the METAL WINDOWS, except as hereinafter specifically excluded. .03 MANUFACTURERS: Manufacturers offering products to comply with the requirements for wood windows include the following: Better -Built, General .04 MATERIALS. CONSTRUCTION AND INSTALLATION: Furnish and install as shown on the plans and as herein specified. See elevations and schedule for specification and operation. .05 SUBMITTALS: Submit manufacturer's data and installation instructions for approval. END OF SECTION 08550-01 II I I LI I I I' I DIVISION 8 - DOORS AND WINDOWS SECTION 08700 FINISH HARDWARE The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. The work under this Section includes everything necessary for and incidental to executing and completing the FINISH HARDWARE, except as hereinafter specifically excluded. Meet requirements and recommendations of the latest applicable portions of the Standards listed: 1. American Society of Architectural Hardware Consultants - ASAHC ' 2. American Society for Testing and Materials - ASTM 3. Commercial Standards - CS 4. Federal Specifications -PS S. United States of America Standards Institute - USASI 1 .04 REQUIREMENTS, ' All Hardware for use in connection with metal frames shall be made to template and furnished with the proper size of machine screws. All necessary template drawings for cutouts shall be furnished the Fabricator of Metal Doors, Metal ' Frames, and prefinish Wood Door supplier, without charge. Templates to be used by Fabricator in making cut-outs to receive the hardware specified. All Hardware shall be wrapped, packed in individual packages with all necessary ' screws and bolts, and marked for the opening to which they apply. Careful consideration shall be given to the furnishing of proper screws, so as to give the best results. ' Hardware shall be furnished by those having appropriate experience to correctly interpret the plans, details, drawings, and specifications. To furnish appropriate and complete Hardware, and they shall be prepared at all times to promptly provide an efficient Building Technician regularly employed by them to intelligently service the hardware on the job. This individual shall be available at all times after the Hardware Contract has been awarded and until completion of the job by the Contractor and acceptance by the Owner. 08700-01 'Ii 1 DIVISION 8 - DOORS AND WINDOWS SECTION 08700 X27. JIXZI Hardware shall be received in the Hardware Supplier's warehouse for checking and consolidation prior to delivery to the jobsite. No Hardware shall be shipped directly from the Manufacturer to the jobsite. Hardware Finish shall be as follows: Bright Bras■ Keying: All locksets shall be Master Keyed and Keyed alike and/or different as directed by the Architect. Furnish ■ix (6) master keys and three (3) keys per lockset. Submit 6 copies of a complete list of hardware for each location for which hardware i■ specified to be furnished as specified in General Requirements and in Article .04 of the General Conditions, giving manufacturer's name and catalog number. Two copies will be retained by the Architect, and if more than three copies are required by the Contractor, subcontractor, and material suppliers, a correspondingly greater number of copies shall be submitted. In addition, furnish 3 copies of catalog pages describing each item listed. See Allowance Section 01020 for Hardware Allowance. END OF SECTION ' DIVISION 8 - DOORS AND WINDOWS SECTION 08700 FINISH HARDWARE ,04 REQUIREMENTS (Continued): Hardware shall be received in the Hardware Supplier's warehouse for checking and consolidation prior to delivery to the jobsite. No Hardware shall be shipped directly from the Manufacturer to the jobsite. Hardware Finish shall be as follows: Bright Brans Keying: All lockeets shall be Master Keyed and Keyed alike and/or different as directed by the Architect. Furnish six (6) master keys and three (3) keys per lockeet. �I Y Submit 6 copies of a complete list of hardware for each location for which hardware is specified to be furnished as specified in General Requirements and in Article .04 of the General Conditions, giving manufacturer's name and catalog number. Two copies will be retained by the Architect, and if more than three copies are required by the Contractor, subcontractor, and material suppliers, a correspondingly greater number of copies shall be submitted. In addition, furnish 3 copies of catalog pages describing each item listed. -Thniryr•deoc-s-Aand-B--shall be Therma-Tram-Stanley-or al insulated door unit. See Allowance Section 01020 for Hardware Allowance. END OF SECTION 0870C-02 DIVISION 9 - FINISHES SECTION 09250 GYPSUM DRYWALL its The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. The work under this Section includes everything necessary for and incidental to executing and completing the GYPSUM DRYWALL, except as hereinafter specifically excluded. .03 MANUFACTURERS: Acceptable products and systems indicated on the drawings shall be National Gypsum Company or U.S. Gypsum Company. Each piece of gypsum board and each container of the other materials shall bear the manufacturer's name and brand. ,04 MATERIALS: Exterior Walls: 5/8". Interior Walls: 5/8". Interior ceiling: 5/8". Use "Sheetrock" brand W/R gypsum panels in areas to receive ceramic tile. Use water-resistant gypsum board in toilet rooms. Adhesive shall be equal to Durabond 200 drywall stud adhesive. Screws shall be 1 5/8" Type S-12, bugle head at metal studs, 1 5/8" Type S, bugle head on wood, or as required. Joint cement and reinforcing tape shall be products of the manufacturer of the gypsum board and as recommended by the manufactuerer. Provide galvanized steel corner beads with metal flanges. For suspended gypsum ceiling use 1 1/2" channel on 4'-0" centers with 158 ST 25 stud at 16" o.c. as specified on page 243 of Gypsum Construction Handbook 3rd Edition. Use U.S.G. control joint as shown on reflected ceiling plan. 09250-01 I I II II II DIVISION 9 - FINISHES SECTION 09250 GYPSUM DRYWALL .04 MATERIALS (Continued): Provide galvanized steel square casing bead with metal flanges. All trim/edge beads shall have concealed -type flanges. No exposed flanges. See that all framing is acceptable before drywall work is started. Any defects in finished work due to misaligned or other framing defects shall be remedied under this work. All gypsum board shall be cut and scribed with neat and true edges. Apply gypsum board at right angels to framing members. Use board of maximum practical length, to result in absolute minimum of end joints. Bring boards into contact, but do not force them together. Maximum allowable end joints shall be 1/4. Lay out joints at openings so that no and joints will align with edges of openings. Apply adhesive as per manufacturer's recommendations and instructions. Space screws no less than 3/8" from edges of board, spaced according to manufacturer's recommendations. Hold board in firm contact with backing while driving screws. Always start driving screws in the central portion of the board and work toward the edges, but do not break the paper face. Remove improperly driven screws. Cement all holes, depressions, and irregularities. Apply reinforcing tape and cement at joints. All cement shall be finished smooth and flush with the face of the board. Materials shall be kept clean. Soiled, dirty, abraded, or otherwise damaged gypsum board will not be acceptable. END OF SECTION 09250-C2 I ' DIVISION 9 - FINISHES SECTION 09300 ' CERAMIC TILE .01 GENERAL: The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. 1 ,02 SCOPE; The work under this Section includes everything necessary for and incidental to executing and completing the CERAMIC TILE, except as hereinafter specifically excluded. .03 MATERIALS: All tile used on the work shall be domestic manufacturer, Standard Grade, complying with USDC Simplified Practice Recommendation R61-61 and the Federal Specification SS -T-3088. One of the following manufacturers' products shall be used on the work: Pomona Tile Company, Interpace, or Winburn Tile Company, or equal. Ceramic tile on floors shall be 2" x 2" x 1/4" thick, unglazed and 2" x 2" x 1/4" glazed on walls, square edge. Adhesive for thin -set application shall be according to Tile Manufacturer's recommendation. White cement shall be Medusa, Atlas, or Riverside; waterproof, nonstaining Portland Cement, conforming to ASTM C1SO-62. Hydrated lime shall be a standard commercial brand, conforming to ASTM C207, Type S. Sand for grout and mortar mixes shall be uniformly graded on a 30 -mesh screen. Water shall be from a domestic source, potable, and free of al: deleterious matter. .04 INSTALLATION: This Contractor shall inspect all surfaces scheduled to receive ceramic tile, which have been prepared by others. He shall immediately inform the General Contractor of any surfaces that may detrimentally affect the installation of ceramic tile and such surfaces shall be corrected by the General Contractor before any work herein specified is started. Commencement of tile installation shall indicate complete acceptance of all surfaces by this Contractor. 09300-01 I DIVISION 9 - FINISHES SECTION 09300 CERAMIC TILE .04 INSTALLATION (Continued): All tile shall be laid in color patterns as selected. Installation shall be made in compliance with the applicable requirements of the American Standard Specifications for Cermanic Mosaic Tile installed with thin -set adhesive; installation of all work shall also conform to Pacific Coast requirements and applicable codes. Mixing of grout shall be done with clean equipment and properly conform to the above specified codes, Use a prepared latex portland cement grout mix such as manufactured by Latacrete or American Clean. Tile work shall be cleaned as the work progresses. Use clean water; do not use acids or other harmful chemicals. After installation and cleaning is completed, inspect all joints for voids, pits, and skips. Patch all imperfections with new mortar and take special care to hide the location of such patches. Blend the patching mortar into the existing joints. Clean all tiles with a soft cloth and clean water. .05 PROTECTION: The Contractor shall provide adequate protection in the form of barriers or other approved methods for all ceramic tiles surfaces. Such protection shall be placed immediately following completion of the work herein specified and shall remain in place for 48 hours. Protect floor by covering it with a heavy building paper, lapped 4" and sealed against escape of moisture. I END OF SECTION I Li I 1 09300-02 I DIVISION 9 - FINISHES SECTION 09665 RESILIENT TILE FLOORING The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. .02 SCOPE; The work under this Section includes everything necessary for and incidental to executing and completing the RESILIENT TILE FLOORING, except as hereinafter specifically excluded. Pal ; .11 i Tile flooring shall be equal to Armstrong, Congoleum, or GAF. Base shall be Armstrong, Burke, or Flexco. .04 MATERIALS AND INSTALLATION: Furnish and install resilient tile flooring as shown on plans and as herein specified. Resilient tile flooring shall be minimum 1/S" -gauge vinyl, which meets Federal Specification LF-001641, Class 1, ASTM EM flame spread, and ASTM E84 smoke density. Adhesive and installation shall be as recommended by the manufacturer for slab on -grade installation. Concrete shall be thoroughly dry and cleaned, free of dirt, oil, and grease. Minor defects, such as depressions, cracks, or rough areas shall be filled with suitable filler as required to make surface true and uniform prior to installation of flooring. Flooring shall be cleaned and waxed and protected. .05 SUBMITTALS: Submit manufacturer's data, installation instructions, and three sets of samples for pattern and color selection. END OF SECTION 09665-01 DIVISION 9 - FINISHES SECTION 09900 PAINTING The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. .02 SCOPE: The work under this Section includes everything necessary for and incidental to executing and completing the PAINTING, except as hereinafter specifically excluded. The intent and requirements of this Section is that all work, items, and surfaces that are normally painted and finished in a building of this type and quality shall be so included in this Contract, whether or not said work item, or surface is specifically called out and included in the schedules and notes on the drawings or is not specifically mentioned in these specifications. .04 GENERAL REQUIREMENTS: The Painting Contractor shall examine the drawings and the specifications of the other trades and shall consult with the other trade contractors to determine the full extent of work and items that are specified to include shop priming and shop finish painting. All conditions affecting the work of this Section shall be verified at the job site. f I No materials other than those specified or approved shall be delivered to the job or used on the work. Materials shall be delivered in manufacturer's sealed containers with labels defining the contents therein. Paint materials and equipment, when not in actual use, shall be stored in places specifically assigned for that purpose. Such storage space shall be well ventilated and adequately fire protected and "policed." All paint mixing and handling shall be performed in these assigned areas and all containers used for mixing and handling shall be metal and suitably designed for safety. All paint materials, including rags, tarpaulins, mixers, empty containers and filled or partially filled containers shall be removed from the building areas at the close of each working day. J I 09900-01 L DIVISION 9 - FINISHES SECTION 09900 PAINTING All surfaces shall be clean and dry prior to painting and finishing. Wood surfaces shall be thoroughly sanded smooth and cleaned prior to application of the first coat. Holes, splits, and scratches shall be puttied or speckled smooth after the first -coat application. .06 WORKMANSHIP: All materials shall be applied and cut in neatly so as to dry uniformly to the color and sheen required and shall be free from excessive rune, sage, wrinkles, shiners, streaks, and brush marks. All materials shall be applied in accordance with the approved manufacturer's directions and specifications. Any thinning required shall be done in the manner and with the type of reducer recommended. Each coat of painted work shall vary in shade from the proceeding coat in a manner that will make each coat readily distinguished without affecting the finish color. In enclosed spaces, the application and drying of paint shall be performed only when the temperature is 65° F or above, and shall be maintained constantly to prevent condensation. Enamel and varnish coats shall be sanded smooth prior to recoating. All defects and unevenness in previously applied coatings shall be repaired before applying the next coat. Exterior painting shall only be performed when the weather conditions, temperature, and humidity are correct. Workmanship shall be of the very best quality and only skilled mechanics shall be used on this Project. The work of the Section shall be subject to the approval of the Architect. Any work in need of correction beause of improper preparation or workmanship or as a result of failure to comply with theme Specifications shall be satisfactorily corrected by this Contractor at his own expense. Commencement of the painting work by this Contractor shall signify his acceptance of all surfaces as satisfactory to receive the finish specified herein. 09900-02 DIVISION 9 - FINISHES SECTION 09900 PAINTING This Contractor shall be responsible for the complete painting and finishing of all surfaces indicated in the Room Finish Schedule and as specified herein. Where questions occur as to the indicated surfaces, he shall inform the Architect and receive clarification therefrom. The proper number of coats of paints and other finishes specified, properly applied, will result in the desired effect. Should this effect not be attained, additional applications of the specified materials and methods shall be made by this Contractor, without cost. All interior stain shall be wiped. The Room Finish Schedule listed on plans indicates the location of interior room surfaces to be painted or finished. The schedule indications are general and do not necessarily define the detailed requirements. This Contractor shall include all detailed refinements and further instructions as may be given by the Architect for the required complete finishing of all spaces and rooms. I II II I II $ I The Architect will select the finish colors to determine the basic hues of all surfaces to be painted or finished. This Contractor shall prepare samples of colors and textures based upon the Architect's selections and shall submit them in duplicate for approval. After the actual job of painting has started, the Architect shall retain the right to make minor modifications in tone and shade on the various surfaces to suit the actual lighting conditions encountered. This Contractor shall submit additional samples as required to assist the Architect in his final selection and shall include said samples in the Contract price. The number of colors to be used in any given room or space and on the entire project shall be as determined by the Architect. Manufacturers offering products to comply with the requirements for painting include the following: Pittsburg Paint Co., Benjamin Moore Paint Co., Olympic Stain Co., Sherwin-Williams Co. Names of paint given in this section are names of materials manufactured by Sherwin-Williams Paint Co. 09900-03 DIVISION 9 - FINISHES SECTION 09900 PAINTING Primer and sealer coats may be thinned no more than 10% with paint manufacturer's thinner. Other coats shall be used as they come from the can, except as otherwise approved. The Contractor shall secure the Color Schedule before undercoating. Unless otherwise specified, all undercoats shall be tinted slightly to approximate the color of the finish coat. Approval of color shall be obtained before proceeding with the work. Where a specific name is not given for a product or ingredient, such item shall be of the beat quality of the approved manufacturer, which is normally used for the intended purpose. .10 PAINTING SCHEDULE: Exterior; Metal Doors and Frames: Shall be painted with two coats of a rust - inhibiting oil -base enamel paint. Metal Louvers and Grills: Shall be painted with two coats of a rust - inhibiting oil -base enamel paint. Miscellaneous Metal: Shall be painted with two coats of a rust - inhibiting oil -base enamel paint. Exterior wood shall be primed with S -W A-100 Alkyd exterior wood primer Y24W20, which will not allow the wood resins to "bleed" through the finish coats. Finish with 2 coats of S.W.P. exterior gloss house paint (oil base). Interior: Wood doors, windows, and trim shall have a full gloss stained varnish finish (3 finish coats over stain plus a filler on open grain wood) -Stain coat: interior oil stain -First coats bleached shellac; Use S -W ProMar Varnish Sanding Sealer -Filler Coat: Paste wood filler, wipe before first varnish coat. -Second and Third Coats: Oil Rubbing Varnish. Use S -W oil base varnish. Metal Doors and Frames: Two coats oil -base enamel. Sand between coats. Gypsum Board: One coat primer. Two coats Pro Mar 400. oil base or latex as indicated on finish schedule. I 09900-04 I DIVISION 9 - FINISHES SECTION 09900 PAINTING Wherever painting and finishing work is being performed, all floored surfaces and items shall be carefully protected from damage by the painting work. Clean drop cloths shall be provided and used wherever necessary. All supplies, materials, paints, containers, etc., shall be orderly and carefully arranged and protected. All accidental spatter, spillage, etc., shall be IMMEDIATELY cleaned and the damaged surface restored to perfect condition. All paint spots and spatter on glass, porcelain fixtures, etc., shall be completely removed and the surface cleaned. At the completion of work in each space or room, all materials, supplies, debris, and rubbish shall be removed and the areas left in a clean, orderly condition. This Contractor shall, in writing, guarantee the painting work against peeling, fading, cracking, blistering, or crazing for a period of two (2) years from the time the Notice of completion is filed. END OF SECTION II II El LJ I Cl L DIVISION 10 - SPECIALTIES SECTION 10000 MISCELLANEOUS SPECIALTIES The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. The work in this Section includes everything necessary for and incidental to executing and completing the MISCELLANEOUS SPECIALTIES, except as hereinafter specifically excluded. Toilet Accessories: Furnish and install toilet accessories as shown on the drawings and as herein specified. Manufacturers offering products to comply with the requirements include Bobric, Miami -Carey, and Parket. Bobrick numbers are used for reference. Toilet Paper Holder: B-288 (one each w.c.) Towel and Waste Receptacles: 8-3944 (3 total) Napkin Disposal: B-271 (one each female w.c.) Towel Hooks: 8-682 (one each shower stall) Grab Bars: B-6206 x 24 in H.C. toilet compartment Soap Dispenser: B-88 (3 total) Mirror: 1/4" plate ' Toilet Partitions: Furnish and install toilet partition in accordance to manufacturer's installation instructions. Use Bobrick floor anchored type partitions series no. 1041. Fire Extinguisher Cabinet: Furnish and install Fire Extinguisher Cabinet as shown on the drawings and as specified. Manufacturers offering products to comply with the requirement■ include: Muckle, J. L. Industries, and Larsons. Muckle model numbers are used for reference. Fire Extinguisher: Provide wing IOHE Cabinets Provide 102(G)5R3(AL) .04 SUBMITTALS: Submit manufacturer's data, installation instructions, and three sets of samples for pattern and color selection. END OF SECTION I 100C0-01 I I [1 1 DIVISION 10 - SPECIALTIES SECTION 10160 TOILET PARTITIONS The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. Extent of toilet partitions i■ indicated on drawings. Types of toilet partitions required include the following: Plastic laminate, floor -supported. Types of screens required include the following: Plastic laminate, wall -hung. Toilet accessories are specified elsewhere in Division 10. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication where possible, to ensure proper fitting of work. Mowevsr, allow for adjustments within specified tolerances wherever taking of field measurements before fabrication might delay work. Coordination: Furnish inserts and anchorages which must be built into other work for installation of toilet partitions and related work; coordinate delivery with other work to avoid delay. Product Data: Submit manufacturer's detailed technical data for materials, fabrication, and installation, including catalog cuts of anchors, hardware, fastenings, and accessories. Shop Drawings: Submit shop drawings for fabrication and erection of toilet partition assemblies not fully described by product drawings, templates, and instructions for installation of anchorage devices built into other work. IEND OF SECTION 10160-01 [1 [J DIVISION 11 - EQUIPMENT SECTION 11270 CABINETS The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. The work in this Section includes everything necessary for and incidental to executing and completing the CABINETS, except as hereinafter ■pacifically excluded. Manufactured factory -finished cabinets shall comply wiht ANSI A161. 1. Recommended Minimum Construction and Performance Standards for Cabinets or an equivalent. All cabinets shall bear a lable identifying the manufacturer's name or symbol and indicate compliance with acceptable standards. Cabinets Frame: 3/4' -thick ■elect hardwood, 1 1/2" wood stiles and rails, and 3"- wide mullions on 2 -door cabinets, 2 3/40 intermediate divider on base cabinets; all blind mortise and tenon, glued and pinned together. Dadoed on back side to receive sides. Shelves: 1/2" -thick, solid -core furniture construction. Sides: Nominal 3/8" -thick, 3 -ply construction, solid -core furniture construction, veneered with hardwood face and back. Case top and bottom: Wall units tops and bottoms, and base unit bottoms, are nominal 3/4" -thick hardwood plywood or finished hardboard. Backs: Wall cabinets are nominal 1/8" -thick, finished hardboard, recessed into rabbets on case sides, glued and pinned to sides. Base cabinets are nominal 1/8" hardboard, recessed into rabbets on case sides, glued and pinned to sides. Headers: Wall and base are nominal 3/4" -thick, surfaced 4 sides, wood at top and bottom, glued and pinned to backs and sides. 11270-01 I ' DIVISION 11 - EQUIPMENT SECTION 11270 CABINETS .04 MRI ATEALS AND INSTAT`T.aTION (Continued): Drawers: Sides and ends are nominal 7/16" -thick, grained -finished, furniture -core construction, grooved to receive 3/16" -thick, gained finished bottom, pinned into position. Sides rabbeted and pinned to subfront and back. Visual front glued and pinned to subfront. Drawer slider of 3-ballbearing supension system. Doors and Drawer Fronts: Nominal 1/2" -thick, 3 -ply construction, both door@ and drawers are solid -core furniture construction, with hardwood veneer on front and back of oak. Finish: All cabinet tops shall be covered with 1/8" laminated plastic. Color to be selected by Architect. All sides, fronts, nosings, etc., shall be oak 1 veneer or solid stock to receive stain. Assembly: All parts machined for or dadoed and sanded for fit, then glued and pinned together. All units, base and wall, braced at the four corners, top and bottom, with wood and/or high -impact styrene angle braces, glued and/or pinned in place. cabinets shall be securely anchored with screws into wood studs or blocking. Door and drawer pulls shall be of the "wire" type, bronze finish. Countertops: Top material shall be standard grade, 1/16" -thick plastic laminate in color as selected. 1 Adhesives shall be Type I or Type II, fully waterproof. The base for all countertops and backsplashes shall be 3/4" -thick A -C exterior -grade Douglas Fir plywood. Joints in the countertops shall be secured with 1/8" x 3/4" cold -rolled steel straps at 3" o.c., for the full length of all joints. Adhesive shall be used under a cold -press method using a pressure of not less than 30 psi. Vanity tops in bathe shall be of 3/4" AC plywood to a 2x6 wood frame. Provide intermediate metal bracket supports between lava. Front edge to be a double 2x6. All tops and fronts to have laminated plastic finish. Vanity shall be open below for wheelchair access, H.w. pipes insulated and at proper H.C. height. I I 11270-02 I ON 11270 1 DIVISION 11 - EQUIPMENT SECTICABINETS .04 MATERIALS AND INSTALLATION (Continued): Completed tops shall be secured to the cabinets with #1 x 1 1/4" RHWS, minimum of 4 screws per cabinet. Additional screws shall be installed at the front and back of each cabinet on both aides of the countertop joints. Backeplashes shall be sealed at wall to prevent any water from seeping behind splash. .05 CLEANUP: Upon completion of installation and as a condition of final approval, all debris, I sawdust, excess materials, packages, equipment, and trash that may have resulted from this work shall be removed from the site. All cabinets and adjacent surfaces shall be left clean and acceptable. END OF SECTION I I I L I I I I I 11270-C3 I I DIVISION 11 - EQUIPMENT SECTION 11275 DISAPPEARING STAIR The General Conditions, the Supplementary General Conditions, and the provisions of the Sections of Division 1 shall govern this work as they may apply. The work in this Section includes everything necessary for and incidental to executing and completing the DISAPPEARING STAIR, except as hereinafter specifically excluded. Provide a disappearing stair unit as manufactured by Precision Parts Corp., 8'-9" model with special deep frame 36" deep with step@ and handrail. Use non-skid covered treads. Stair parts shall be metal as made by Precision. Provide Architect with manufacturers literature and specifications for approval. END OF SECTION 11275-01 SECTION 15010 BASIC MECHANICAL MATERIALS AND METHODS: 1.01 REQUIREMENTS: The Architectural and Structural Plans and Specifications, General Conditions, Instructions to Bidders, and other pertinent documents issued by the Architect are a part of these Specifications and the accompanying Drawings and shall be complied with in every respect. 1.02 SINGLE NUMBER: A. Where any item is referred to in a single number, such item shall be deemed to apply to as many such items as are required to complete the installation. 1.03 BIDDERS' QUALIFICATIONS: A. Consideration for aware of the Contract shall be limited to Bidders who are regularly engaged in installing and servicing installations similar in type to that described in this Scecification. Such experience shall include a period of time of not less than three (3) years prior to this bid. MANUFACTURERS' GUALIFICATIONS: A, Al: materials and equipment installed shall be the product of nationally recognized manufacturers wno have been manufacturing similar equipment for a period of not less than five (5) years. ImOS CCDES AND STANDARDS: I I i C. All work shall comoly with all Federal, State and Local codes, rules, regulations and laws. All work shall comply specifically with the following codes, pamphlets, regulation and standards. 1. Southern Standard Building Code. 2. Ail applicable National Fire Protection Association pamphlets. 3. The National Electric Code. 4. All types of materials and equipment subject to listing by Underwriters Laboratories shall be UL listec. 5. Normal industry standards. E. NFPA 131 Life Safety Ccde, latest edition. 7. Provide safety guards on all e>'oosed belts, pulleys, couplings, motor shafts, etc. per ANSI Standard B15.1. The Contractor shall comply with all OSHA safety regL:rernents during the period of cor•struction. C. Where requirements of the above described codes, rules, regulations, laws, pamphlets, requirements and standards are a va-iarce, the highest standard shall govern. I 15010-1 E. The Contractor shall be responsible for complying with all of the above described codes, rules, regulations, laws, pamphlets, requirements and standards, regardless of whether or not they are detailed on the Drawings or specified herein. 1.06 PERMITS AND FEES: A. Give all necessary notices, obtain all permits and pay all government sales taxes, fees, and other costs, including those for utility connections or extensions. File all necessary plans, prepare all documents and obtain all necessary approvals of all governmental departments having jurisdiction. Obtain all required certificates of inspection for the work and deliver same to the Architect. 1.27 INSPECTIONS: A. The Cortractor shall give the Architect requisite notice relating to the work and shall afford the Architect and his authorized representatives every facility for inspection. 1.08 SOIL CONDITIONS: A. The Specifications and the Drawings in no way imply the condition of the soil to be encountered. When excavating may be required in execution of the work, the Contractor agrees that he has informed himself regarding conditions affecting the work and labor and material required, without recourse to any representattor as to soil conditions that may appear, or seem to be implied, in any portion of the Contract Documents. 1.09 SUBS'ITL•I:ON OF MATERIALS: A. No substitution of materials or equipment snail be made unless authorized in writing by the Architect. When offering an item as a substitute for a specified item, the Contracto^ shall describe fully in writing all ways :n which the proposed substitute differs from the specified item. Failure to so state all differences will be conside-ed su�ficient cause for subsequently revo'ing ary approval of a substitution. Samples of proposed substitutes shall to submitted for comparison when requested by the Architect. "I II I I B. Should a substitutior be accepted and should the substitute material or equipment prove defective or otherwise unsatisfactory for the service intended within the guarantee periods the substituted material or equipment snail be replaced with the material or equipment specified by name. 1.:Z STANDARD PRODUCTS: Eac` iten of equ:amert furnished under this specification shall be essentially the starcard product of the manufacturer. Where two or more units of the same kind cr class of equipment are required , these shall be the products of a single manufacturer; however, the component parts of the equipment need not be the products of one manufacturer. 1 1501@-2 Be All material and equipment shall be of the best auality normally used in good commercial practice and shall be the product of reputable manufacturers. Each major component shall bear a nameplate giving the name and address of the manufacturer and the catalog number or designation. 1.11 EQUIPMENT DEVIATIONS: A. Where it is proposed to use an item of equipment other than that specified or detailed on the drawings which requires any redesign of structure partitions, foundations, piping, wiring, or any other part of the mechanical., electrical or architectural layout, all such redesign, and all new drawings and detailing required therefore, snail be prepared and submitted to the Architect for his approval. B. Where such approved deviation required a different cuantity and arrangement of ductwork, piping, wiring, conduit, and equipment from that specified or indicated on the drawings, furnish and install any such ductwork, piping, structural supports, insulation, controllers, motors, starters, electrical wiring and conduit, and any other additional equipment required by the system at no additional cost to the Cwner. SHCP DRAWINGS: A. Submit for approval, detailed shop drawings of all equipment and al. material required tc complete the project, and no material or equipment may be delivered to the job site or installed until receipt of the aoproveo shop drawings for the particular material or equipment. Furnish the number of copies required by the General and Special Conditions of the Contract, but in no case less than six (6) copies. Be Submit for approval., detailed, dimensioned drawings or cuts, showing construction, size, arrangement, operating clearances, performance characteristics and capacity. Each item of equipment proposed shall be a standard catalog product of an established manufacturer and o` aqua: quality, finish and durability to that specified. C. Samples, drawirgs, specifications and catalogs, submitted for approval, shall be properly labeled indicating specific service for which material or equipment is to be used, section and article number of specifications governing, contractor's name, and name of job. I I D. Catalogs, pamphlets, or other documents submitted to describe items on which approval is being requested shall be specific, and identification in catalog, pamphlet, etc., of item submitted shall be clearly made in ink. Data of a general nature will not be accented. E. Approval rercered en shoo drawings shall not be c^nsidered as a guarantee of measurements or building conditions. Where drawings are approved, said approval does not wean that drawings have beer checked in detail anc said approval does not in any way provide relief from the Contractor's responsibility of furnishing material or performing work as required by the Contract Drawings and Specifications. 15010-3 F. Failure to submit shop drawings in ample time for checking shall not constitute basis for an extension of contract time, and no claim for extension by reason of such default will be allowed. 1.13 AS -BUILT DRAWINGS: A. At the completion of the project, provide the Owner with a set of reproducible drawings showing all work installed under this Contract. Thase drawings shall be correct in every detail and shall incorporate all changes made in the course of the conduct of the project. These drawings shall be prepared in such a manner as to enable the Cwner to properly operate, maintain, and repair both exposed and concealed work. Reproducibles of the original drawings will be made available by the Architect to the Contractor and he can correct them to as -built conditions. 1.14 DRAWINGS AND SPECIFICATIONS: A. The Drawings and Specifications shall be considered as mutually explanatory and any work required by one, but not by the other, shall be performed as though required by both. B. It is the intention of these Specifications and Drawings to call for finished work, tested and ready for operation. Minor details not usually shown or specified, but necessary for the proper installation and operation, shall be included in the work, the same as if herein specified or shown. Wherever the word "provide" is used, it shall mean "furnish and instal comolete and ready 'or use." C. The Drawings are diagramat.c and indicate the general arrangement of systems and work includes in the Contract. Drawings are not to be scaled. Because of the small scale of the drawings, it is not possib:e to indicate all offsets, fittings, valves and accessories which may be required. The Architectural and Structural drawings sha:1 be examined to determine the exact location of fixtures and equipment and the finish conditions affecting the work. Check drawings of ether trades to verify spaces in which work will be installed. Make such offsets in piping, ductwork, conduit, etc. as may be required tc maintain the designated head room valves, jurct:or boxes and accessories as may be required to meet the building conditions. D. Where head room or space conditions appear inadequate, notify tie Architect before proceeding with installation. If directed by the Architect, w.thout extra charge, make reasonable modifications in the layout as needed to prevert con'l:ct with work of other trades. Ii I E. Locations of util:ties have been obtained from substantially reliable sources. The Contractor shall verify the locations o' all utilities and determine the effect or, tie work before enterirm into a contract. 1.15 COOPERATION ANC COCFDINATION: A. Cooperate fully with all other trades on the job so that none of the trades will be hinderec or delayed at any time. I 15el@-4 II B. Examine all of the Drawings and Specifications relating to all other trades and plan and execute the work so as nct to interfere with the work of any other trade in the building, whether accomplished under this or other sections in the Specifications. In the case of interferences after part of the work is installed, the Architect will decide which work is to be relocated regardless of which was first installed. C. Obtain from other trades copies of approved Shoo Drawings which are needed to properly prosecute the work and furnish approved Shoe Drawings to other trades when they are required for the other trades' proper prosecution of their work. D. If any part of the work depends for props•^ results ucon the work of any trades, inspect such work by the other trades and retort promptly to the Architect any such work which is unsuitable. 1.16 PROTECTION: A. All areas traversed during the course of the work, and buildings, materials, appliances, fixtures and furnishings adjacent to wcrK site shall be protected against carnage arising from or as a result of work operations. Any damage incurred shall be repaired without additional cost to the Owner. 1.17 CLEAN:Ns UP: A. During the period of construction, the Contractor snail make every effort to keep the premises free of debris and obstructions at a:1 times. When this part of the work is finisned, remove from the premises all tools, machinery and debris. 1..8 HANDLING MATERIALS: A. Equipment anc materials sha:1 be delivered to the site and stored in origins: containers, suitably shelterec from the elements anc readily accessible fcr inspection by Architect until installed. Al' items subject to mc:sture damage shall be stored in dry heated spaces. B. P•^operly protect al: materials and equipment from damage. This shall include the erection of all required temporary shelters to adecuately rotect any apparatus stored in the open on the site and the coverings of apparatus in incompleted buildings with protective coverings. All items subject to mc:sture damage shall be stored in d•%y heated states. Failure on the part of the Contractcr to comply with the above to the entire satisfacticn of Prchitect will be sufficient cause fo•^ rejecticr of the pieces of apparatus in question. lZo1e-5 1.19 MATERIALS AND WORKMANSHIP: A. Except as otherwise shown or specified, all materials and apparatus required for the work shall be new, of first-class quality, and shall be furnished, delivered, erected, connected and finished in every detail, and shall be so selected and arranged as to fit properly into the building spaces. Where no specific kind of quality of material is given, a first-class standard article as approved by the Architect shall be furnished. B. Furnish the necessary supervision, together with all skilled workmen and labor required to unload, transfer, erect, connect -up, adjust, start, operate and test each system. C. Unless otherwise specifically indicated on the Plans or Specifications, ail equipment and materials shall be installed in accordance with the recommendations of the manufacturer. This includes the performance of such tests as the manufacturer recommends. 1.20 CUTTING AND PATCHING: A. Do all cutting made necessary by the work, subject to the approval of the Architect. In no case cut through or into any structural memoer without written permission of the Architect. Exercise due diligence to avoid cutting openings larger than required or in wrong locations. Furnish and install all sleeves required for the work. B. Where ocenings are cut through masonry walls, furnish and install lintels cr other^ structural suoncrts to protect the remaining masonry. Adequate support shall be provided during the cutting operation to prevent any damage to masonry by the cutting operation. All structural members, supports, etc., shall be of the size, type and installed as directed by the Architect. C. Where operings are cut, the patching shall be done by the trade whose work is disturbed but shall be paid for by the sub -contractor cutting the opening or causing the damage. 21 WATERPROOFING: I II I [1 A. Where any wcrk pierces waterproofing including waterproof concrete, the method of installation shall be as approved by the Architect before work is done. Furnish all necessary sleeves, caulking and flashing required to make openings absolutely watertight. SPECIAL WCRK: A. If any part of the equ: requi^es a special too: maintenance thereoand commercial tool market, standard accessory. pment furnished under these specifications fog assembly, adjustment setting or such tact is not readily available on the it shall be furnished with the equipment as a 1 15010-6 Iii 1.23 MCTORS: MOTOR CONTROLLERS AND ELECTRICAL REQUIREMENTS: A. The Mechanical Contractor shall furnish, for installation by the Electrical Contractor, a motor and motor controller of adequate capacity and suitable speed for the proper operation of each and every piece of equipment or apparatus requiring same, except where controllers are shown to be furnished by the Electrical as part of a power panel. All motors shall be General Electric, Westinghouse. Century or approved ecual, and shall be furnished with open frame, unless otherwise noted or required by the National Electrical Code for the service conditions encountered. Motor controller shall be General Electric, Cutler -Hammer, Allen Bradley, or approved equal. B. Unless otherwise specified or noted on the drawings, all motors which are rated one-half (1/2) horsepower and over, shall be general purpose, squirrel cage, induction type, for continuous duty arranged ' for constant speed acress-the-line starting with ball bearings (sealed or open where bearing enclosure adequately provides for same) anc constructed and rated in accordance with the latest standards .of the National Electrical Manufacturers Association for forty degree Centigrade (40°C) rise, and wound for two hundred might volt (208V), three (3) phase sixty (60) cycle power service. C. Unless otherwise specified or noted on the drawings (See drawings), fractional horsepower motors under one-half (1/2) horsepower shall be National Electrical Manufacturers Association constructed and rated, and shall be wound fcr single (1) phase, one hundred and twenty volt :120V) operation. Single (1) phase motors shall be capacitor -star: induction -run type, unless otherwise specified. Furnish manual controllers with thermal overload for all such motors. C. Unless otherwise shown, the Mechanical Contractor shall furnisn with I each three-phase mctor an across -the -line, non -reversing magnetic controller, with cverlcad and undervoltage protection in both. legs. Construction and rating shall conform with the latest standards of the National Electrical Manufacturer Association. Controllers which are ' remotely or automatically ape^aced shall be equipped with "Hand -Off -Automatic" switch and pilot light integral with the enclosure. Others shall have pushbutton and pilot light in cover unless showr, remote on the drawings as a part of a motor starter panelboard cr motor control center, they will be furnished by the Electrical Contractor and not the Mechanical Contractor. E. The Mechanical Contractor shall pay the Electrical Contactor for all electrical work in connection with the temperature control system. The Electrical Contractor shall perform all manual and interlock control work. A:1 ccntrol wiring shall be in conduit. :.ems CFER4T:0N AND MAINTENANCE INSTRUCTIONS: A. A bound manual shall be prepared in triplicate containing complete repair parts lists and operating, service arc maintenance instructions. i I15e:@-7 B. The Contractor shall carefully instruct the Owner's operating man during testing and adjustment period for such length of time as may be necessary to thoroughly familiarize him with the proper cars, operation and maintenance of the system. 1.25 GUARANTEE: A. Furnish a written certificate guaranteeing all new materials, equipment, and labor to be free of all defects for a period of one (1) year from and after the date of final acceptance of the work by the Architect and further guarantee that if any defects appear within the stipulated guaranty period, such work shall be replaced without charge. B. This guarantee shall be extenced to include the capacity and integrated performance of the component parts of the various systems, in strict accordance with the true intent and purpose of the Specifications, this includes replacement of all materials and equipment which does not perform in accordance with the schedules on the Drawings and the Specifications. 1.2S EXCAVATING ANC BACXF:LLING: A. Trenches for underground pipes shall be excavated by the Contractor to the required depths and bell holes shall be provided to insure uniform bearing. Excavation below the required grade shall be refilled and firmly compacted. Where rock is encountered, the same shall be excavated to a grade three inches (3") below the lowermost part of the pipe and the trench shall be refilled or braced and pumping or baling performed as may be necessary to protect the workmen ant adjacent structures and to permit proper execution of the work. B. After pipelines have been tasted, inspected and approved by the Architect, the trenches shall be backfilled with aperovec materials containing no large rocks, tamped or otherwise thoroughly compacted in place. 1.27 ROUGfING IN FOR CND FINAL CGNNEC':CN TO EQUIPMENT FURNISHED UNDER OTHER SE%TIGNS OF THE SPECIFICATIONS OR BY HE OWNER: I 11 A. The Contractor shall provide all necessary material and labor for the connection to the Mechanical Systems of all fixtures and equipment requiring such connections and which fixtures and equipment are furnished by the Owne- or are specified under other sections of these Soec:fications, :f any such fixture or equipment are not delivered prior to final acceptance, the services shall be capped or plugged at walls or floors as di-ected, and shall be left ready for future cornection. All d-ainage connections shall be trapped. All brans` water, gas and other service lines to fixtures and equipment items shal: be ind:viduay valved. Final connections are not requi-ed for Owner furnished equipment unless specifically called for on the Drawings. I :5@lei-E II B. The Contractor shall ad the other Sections of the Specifications under which items requiring mechanical connections are specified for detailed information on what auxiliaries and appurtenances are furnished with the items for installation by this Contractor. C. Obtain approved shoo drawings before roughing -in for equipment specified under other Sections of the Specifications or furnished by • the Owner. ' 1.28 FOuNDAT:ONS AND SL'PPCRTS: A. Each piece of equipment which is motor driven shall be furnished with I an approved base, which shall be in addition to the foundation. Each base shall be furnished integral with the equipment or apparatus, or shall be furnished as a separate item, designed to accommodate the equipment or apparatus. ' B. The Contractor shall provide foundations and supoorts for each piece of ecuipment furnished by him. Submit shoo drawings of all foundations and supports for approval. C. In general, fans and other best -connected equipment shall incorporate ad ustable slide rails for the motors D. The Contractor shall assume full responsibility far the effect resulting from the noise or vibration of any piece of equipment or apparatus furnished by him, and shall take this into account in the design of all bases and foundations. If, in the ooinior. of the Contractor, the transmiss.on of nose into occupied areas may be o° such moment as to be ob:ectionable, this condition snarl be reported to the Architect. 1.29 PAINTING I : A. The Contractor shall paint all apparatus, equipment, piping, conduit and supoorts furnishes by him as specified below. B. Al'. pipes ant apparatus shall be thorough.y cleaned and all rust and grease removed before painting. No name plates, rotating shafts, bearing brcn:es or valve stems snail be painted, nor shall any part furnished in nickel or chrome plate be painted. C. All exposed metal surfaces (except as otherwise specifies above) within fin:shed spaces, shall be given a suitable prime coat and two finish coats cf paint, color as selected. The interior of ducts visible through grilles shall be painted flat black. ta. A:1 metal surfaces in concealed soaces, including equipment rooms, except galvanized surfaces, aluminum, cep�er and cast irc•n, shall be ' giver. one coat of an approved asphalt varnish, A.C. horn., "Hornotcs", or approved eaual. I ' 15P50-9 E. All equipment and other apparatus shall be given one prime coat of paint and two finish coats of engine enamel. When such items are furnished from the factory with enamel finish, the Contractor shall touch up all abraded surfaces with the same type and color of paint. F. All black steel pipe exposed to the weather shall be given a suitable prime coat and two finish coats of weather resistant paint, of a light color selected by the Architect. S. All materials shall be best quality of their several kinds and sha:: be as specified under the section of the specifications entitled "PAINTING". 1.30 FLASHING: A. All vent pipes which pass through the roof shall he provided with approved rcof flashing. B. All other pipes, ducts, etc., which pass through the roof shall he flashed and counter -flashed to detail aperoved by the Architect. 1.3: OPEN ENDS: A. The Contractor shall keep all ends of ducts ant pipes, including those extending through and above roofs, drains and fixture branches closed with caps or plugs so as to prevent dirt or building materials from entering the ducts, pipes and traps during the construction. PART 2 PIPES CND PIPE FITTINGS: Installation - All piping shall be installed in the most direct, neat and workmanlike manner, employing only mechanics skilled in each respective trade. Alai domestic watt- piping shall be insulated with 1/2" thick insulation. Copper Pipe and Fittings - Shall be hard type "K" below grade, hard type "L" annealed. All buried and permanently sealed joints shall he flared brass fittings or wrought copper fittings with silver solder joints. Accessible joints can be made with 58-50 solder joints. Copper pipe shall be used for all dcmestic cold water, and hot water. Waste & Vent Pape S Fittings - Shall be run in service weight cast iron with bell and spigot joints. Horizontal waste and soil pipe shall have a grade of one -quarter inch (1/4") per foot where possible and not less than one-eignth inch (1/8") per fact. Pipes above grade may use hubless pipe and fittings with neoorere gasket and stainless steel clamp where permitted by lcca: ccdes. All changes in directicn shall be made by app-opriate use of forty-five degree (450) wyes or long sweep bends, except that sanitary tees or cresses may be used on vertical lines for fixture connections ur:ess prohibited by local codes. Where shown on the drawings, PVC schedule 40 may be used fcr outside sewers. 1s01e-la PAST 3 PLUMBING FIXTURES: All plumbing fixtures except sinks constructed of white vitreous china. The sink shall be constructed of 20 gauge (minimum) stainless steel. Acceptable manufacturers shall be American Standard, Crane, Eller, Elkay, Just, or approved equal. PART 4 EXHAUST FANS: Contractor shall supply and install fans and al: appropriate accessories such as backdraft dampers (except on kitchen hood exhaust), roof curbs, and grilles. Fans shall be as manufactured by Acme, Cook, Greenheck, Penn, or approved equal. PART 5 RES:DENT:AL SPLIT SYSTEMS: "Carrierequipment is specified to establish the procuct quality standard. "Trans", "York" and "Lennox" approved equals will be accepted. Manufacturer's representative shall submit quotation with catalog cuts, dimensions, and operating weight for Owner's evaluation during bidding. Furnish furnace/coil and condenser complete with drain pan, air filter, crankcase tfermostat, hign pressure switch, start controls and tnermostat. i PART 6 DUCTWORK: ' This Contractor shall furnish and comolstely erect all supply, exhaust, recirculating art outside air ducts, risers, branches, etc., as necessary to make the complete systems as shown on the drawings. All ducts shall be ' fabricated of Keystone. Tennessee, or approved equal, prime galvanized lockforming duality steel sheets, of gauge in accordance with the fo:lowing table: ' 1. Ducts with the longest side not more than twelve inches (:2") in width - number twenty-six (*26) gauge. 2. Ducts with the longest side thirteen inches (13") to twenty-four inches (24") in width - number twenty-four (A24) gauge. 3. Ducts with the longest side twenty-five inches (25") to thirty •inches (30"; in width with one inch by one inch by one -eighth inch (l"xl"xl/8") angle bracing four feet (4'; from joint - number ' twenty-four (N24) gauge. 4. Ducts wit` the Icngest side thirty-one inches (3:") tc forty ' inches (40") in width with one inch by one inch by one -eighth inch (1"x1"xl/8") angle bracing four feet (4') from joint - number twenty-two ((122) gauge. .; 15010-11 All horizontal ducts shall be rigidly supported from the structure by means of strap hangers. Workmanship must be careful, accurate and neat. All uninsulated ductwork shall be strengthened by diamond crimping of the sheets. PART 7 AIR DISTRIBUTION DEVICES= Extractors, volume control dampers, equalizing grids, grilles, registers, diffusers, and brick vents shall be as manufactured by Anemosta:, Barber Colman, Kruger, ?letalaire, Titus, or approved equal. Install a volume control damper on each duct outlet to facilitate air balance. END OP SECTION • :SE:T-1I- SECTION 16050 BAS:C ELECTRICAL MATERIALS AND METHODS PART 1 GENERAL 1.01 DESCRIPTION: A. Furnish and install all electrical wiring, systems, equipment and accessories in accordance with the specifications and drawings. Capacities and ratings of motors, cable, panelboards, motor controls, etc., and arrangement for specified items in general arm shown on drawings. B. All ampacities herein specified or indicated on the drawings are based on copoer conductors, with the conduit and raceways accordingly sized. Aluminum conductors are not permitted. 1.22 MINIMUM REQUIREMENTS: A. References to the National Electrical Code (NEC), Underwriters Laboratories, Inc. (UL), and National Firm Protection Association (NFPA) are a minimum installation requirement standard. Design drawings and other specification sections shall govern in those instances where requiremerts are greater than those specified in NEC. 1.03 STANDARDS: A. All material and equipment shall be listed, labeled or certified by Underwriters Laboratories, Inc., where such standards have been established. Equipment and material which are not covered by UL Standards will be accented provided equipment and material is listed, labeled, certified or otherwise determined to meet safety requirements of a nationally recognized testing laboratory. Equipment of a class which no nationally recognized testing laboratory accepts, certifies, lists, labels, or determines to be safe, will be conside^ed if inspected or tested in accordance with national industrial standards, such as NEMA, or ANSI. Evidence of compliance shall include certified test reports and definitive shoo drawings. B. Definitions: 1. Listed: Equipment is "listed" if it is mentioned in a list which: a. Is published by a nationally recognized laboratory wh:cn makes per:.d:c insaect:or. o` oroduction cf such equipment. 1 b. States that such equipment meets nationally recognizes standards o^ has been tested and found safe for use :n a specified manner. I16250-1 II 2. Label: Equipment is labeled if: a. It embodies a valid label, symbol, or other identifying mark of a nationally recognized testing laboratory such as Underwriters Laboratories, Inc. b. The laboratory makes periodic inspections of the production of such equipment. c. The labeling indicates compliance with nationally recognized standards or tests to determine safe use in a specified manner. 3. Certification: Equipment is "certified" if: a. Equipment has been tested and found by a nationally recognized testing laboratory to meet nationally recognized standards or to be safe for use in a specified manner. b. Production is periodically inspected by a nationally recognized testing laboratory. c. It bears a label, tag, or other record of certification. 4. Nationally recognized Testing Laboratory: A testing laboratory wh:cn is approved, in accordance with OSHA regulations, by the Secretary of Labor. 1.04 QUALIFICATIONS (PRODUCTS AND SERV;CESI: A. Manufacturers Qualifications: The manufacturer shall regularly and presently produce, as one of the manufacturer's principal products, the equipment and material specified for this project, and shall have manufactured the item for at least five years. B. Product Qualification: 1. Manufacturer's product shall have been in satisfactory operation on three installations of similar size and type, as this pro,ect, for approximately three years. 2. The Owner reserves the right to require the contractor to submit a list of installations where the products have been in operation before approval. C. Service Qualifications: There shall be a permanent service organization maintained or trained by the manufacturer which will rends^ satisfactory service to this installation within eight hours of rece:pt of nct:ficaticr that service is needed. Subrn t lame and address of service organizations. 16050-2 II 1.05 MANUFACTURED PRODUCTS: A. Materials and equipment furnished shall be of a current production by manufacturer of such items, for which replacement parts should be available. Items not maeting this requirement, but which otherwise meet technical specifications, and merits of which can be established through reliable test reports or physical examination of reoresentative samples, will be considered. B. When more than one unit of the same class of eouipment is required, such units snail be the product of a single manufacturer. C. Equipment Assemblies and Components: 1. All components of an assembled unit need not be the products of the same manufacturer. 2. Manufacturers of equipment assemblies, which include components made by others, shall assume complete responsibility for the final assembled unit. 3. Components shall be compatable with each other and with the total assembly for the intended service. 4. Constituent parts which are similar shall be the product of a single manufacturer. D. All factory wiring shall be identified on the equipment being furnished and on all wiring diagrams. E. When Factory Testing is Specified: Ill The Owner shall have the ootion of witnessing factory tests. The contractor shad notify the Cwner a minimum of IS working days prior to the manufacturer's making the factory tests. ' 2. Fcur conies of certified test reports containing all test data shall be furnished to the Owner prior to final inspection and not more than 90 days after completion of the tests. 3. When ecuipment fails to meet factory test and reinspection is required, the contractor shall be liable for all additional ' expenses, including expenses of the Owner. 1.06 EQUIPMENT REQUIREMENTS: ' A. Eouipmert voltage ratings shall be in accordance with the requirements indicated or. the drawings or as specified. ' B. Prior to const uction, written aoprova: shall be obtained by the Contractor fcr any equipment that differs frcm the requiremerts of the drawings and specifications. ' 16050-3 1. The Contractor shall furnish drawings showing all installation details, shop drawings, technical data and other pertinent information as required. 2. Approval by the Contracting Officer of the equal equipment does not relieve the Contractor of the responsibility of furnishing and installing the equipment at no additional cost to the Owner. 3. Any other items required equal equipment shall be cost to the Owner. This additions or changes to devices, conduits, wire, with other work, subject Owner. 1.07 EQUIPMENT PROTECTION: for satisfactory installation of the furnished and installed at no additional includes but shall not be limited to branch circuits, circuit protective feeders, controls, panels and correlation to the jurisdiction and approval of tie A. Equipment and material shall be protected during shipment and storage against physical damage, dirt, moisture, cold and rain. B. During installation, equipment, controls, controllers, circuit protective devices, etc., shall be protected against entry of foreign matter; and be vacuumed both inside and outside before testing, operating and painting. ' B. Damaged equipment shall be, as determined by the Owner, placed in first class operating condition or be returned to the source of supply ' for repair or replacement. C. Painted surfaces shall be protected with factory installed removable ' heavy Kraft paper, sheet vinyl or equal. D. Damaged paint on equipmert and materials shall be refinished with the same quality of paint and workmanship as used by the manufacturer so ' repaired areas are not obvious. 1.08 WORK PERFORMANCE: A. Arrange, phase and perform work to assure electrical service for other buildings at all times. B. New work shall be installed and corrected to existing wcrk neatly and carefully. Disturbed or damaged work shall be replaced or repaired tc its prior conditions. C. Coordinate location of equipment and conduit with other trades t^ minimize interferences. See Section 01000, GENERAL CONDITIONS. I 1 16050-4 I ' 1.04 EQUIPMENT INSTALLATION AND REQUIREMENTS: A. Equipment location shall be as close as practical to locations shown on the drawings. B. Working spaces shall not be less than specified in the National Electrical Code for all voltages specified. C. Inaccessible Equipment: ' 1. Where the Owner determines that the Contractor has installed equipment not conveniently accessible for operation and maintenance, equipment shall be removed and reinstalled as directed at no additional cost to the Owner. 2. "Conveniently accessible" is defined as being capable of being ' reached without the use of ladders, or without climbing or crawling under or over obstacles such as motors, pumps, belt guards, transformers, piping, and ductwork. ' D. Equipment and Material: ' 1. New equipment and material shall be installed, unless otherwise specified. 2. Ebuipment and material shall be designed to assure satisfactory operation and operating life for environmental conc:tions where being installed. NEC and other coca requirements shall aoply to the installation in areas requiring special protection as explosion proof, watertight and weatherproof construction. 1.10 E6UIPMENT IDLNTIFi:ATION: A. In addition to the requirements of the National Electrical Code, install an identification sign which will clearly indicate information required for use and maintenance of items such as panelboards. ' cabinets, motor controllers (starters), safety switches, separately enclosed circuit breakers, individual breakers and controllers in switchgear and motor control assemblies, control devices and other significant equipment. 1.11 SUBMITTALS: A. The Owrr's accroval shall be obtained for all equipment and material • before delivery to the job site. Delivery, storage or installation of equipment or material which has not had prior approval will not be permittec at the job site. H. All submittals shall include adequate descriptive literatu^e, catalog cuts shop drawings and other data necessary for the Owner to ascertain that the proposed equipment and materials comply with the specificatior requirements. Catalog cuts submittec for approval shall be legible and clearly identify equipment being submitted. 16050-5 . I C. Submittals for incividual systems and equipment assemblies which consist of more than one item or component shall be made for the ' system or assembly as a whole. Partial submittals will not be considered for approval. D. Make submittals for the equipment and materials in accordance with Section 00908 Supplementary Conditions. 1. Submittals shall be marked to show specification reference ' including the section and paragraph numbers. 2. Submit math section separately. E. The submittals shall include the following: 1. Information that confirms compliance with contract requirements. ' Include the manufacturer's name, model or catalog numbers, catalog information, techical data sheets, shop drawings, pictures, nameplate data and test reports as required. ' :.12 SINGULAR NUMBER: A. Where any device or part of equipment is referred to in these ' specifications in the singular number (such as *the switch"), such reference shall be deemed to apply to as many such devices as are requirec to complete the installation as incicated on the drawings. 1 ' END OF SECTION I 1 I I I I 1 16050-6 SECTION 16122 NON-METALLIC SHEATHED CABLE PART 1 - GENERAL 1.01 DESCRIPTION: A. All wire used on this project seal: be non metallic sheathed cable consisting of new copper wire, and shall be delivered in standard coils. Conductors shall be continuous without splices or welds throughout their length between boxes. Conductors shall be permanently marked every two feet (2'0') with the size, type and voltage, as well as the manufacturer's name and measurement marker. B. Colors of wires shall be, in all cases, selected to conform to the National Electrical Code standards. C. Branch Circuit conductors feeding circuits with the first outlet more than sixty (60'-0") feet or the last outlet more than one hundred feet (100'-0") from the panel, measured along the conductor, shall be with not less than number ten (!10). D. All conductors in vertical conduits or raceways shall be supported at Intervals not greated than those called for in the N.E.C. E. A.1 conductors shall be terminated at solderless connectors. Ail joints shall be made mechanically anc electrically secure with approvec solderless insulates connectors. F. Shall be UL listed for intended use. G. Shall rot be used ir. exte+^ior applications unless routed within properly sized conduit system. FART 2 - FROD•JCTS 2.0: ACCEPTABLE MANUFPCTURERS: 1. Okonite 2. Triargle 3. Rome PART 3 - EXE:JTICN Cznt-actor shall install in accordance to manufacturers instructions and recnmmendaticns. I L END OF SECTION I 16"` ' SECTION 16130 I:I.fltl 1≥Tfti0QrdZ 4 Tf I 1.01 JUNCTION AND PULL BOXES: A. For one hundred (100) cubic inches and smaller, standard cutlet boxes. For one hundred fifty (150) cubic inches and larger -constructed as specified for cabinets with covers of same gauge as box with screws and bolts. B. Boxes shall be galvanized inside and outside with galvanized covers. C. All boxes shall be sized in accordance with the National Electrical Code. 1.02 OUTLET BOXES: A. Ceiling outlet boxes shall be four inch (4") octagonal, not less than two and one -eighth inches (2-1/8") deep, with lugs or ears to secure covers and those for use with lighting fixtures shall be fitted with three -eights inch (3/8") fixture stud, fastened to the back of the box. B. Outlet boxes for switches and receptacles shall be standard gangable boxes, four inch by two and one -quarter inch by one and one-half inches (4" x 2:/4" x 1-1/2") ceep. C. Unless noted otherwise on the drawings, or specified otherwise hereinafter, outlet boxes shall be installed at the following heights: Wall Switches 4 feet 6 inches Convenience Receptacles 1 foot 4 inches D. This Contractor shall carefully c..".eck the architectural building plans and coordinate exact location of all outlets before installation. PART 2 - PRODUCTS 2.0: ACCEPTABLE MANUFACTURERS: 1. RACO STEEL CITY 2. CROUSE HINDS PART 3 - EXECU7:0N 3.01 INSTALLATION: Install boxes in accordance with manufacturers' instructions and recommendations. END CF SECTION 16130-1 SECTION 16140 WIRING DEVICES PART 1 - GENERAL 1.01 DESCRIPTION: A. This section includes the furnishing, installation, and connection of wiring devices. 1.02 RELATED WORKS A. Section 16250, BASIC ELECTRCAL MATERIALS AND METHODS. B. Section 16122, NON-METALLIC SHEATHED CABLE. D. Section 16450, GROUNDING. 1.03 APPLICABLE PUBLIZATIONS: A. The following specifications and standards, except as hereinafte" modified, are incorporated herein by reference and form a part of this specification to the extent indicated by the references thereto. Except where a specific date is given, the issue in effect (includirg amendments, addenda, revisions, supplements, and errata: or the date of invitation for Bids shall be applicable. In text such specifications and standards are referred to by basic designation only. 1. National Fire Protection Association (NFPA) Publicatiors: No. 70........National Electrical Code (NEC). 2. Underwriter's Laboratories Inc. (UL): 20............Sene^al-Use Snap Switches. 231...........Power Outlets, Electrical. 467...........3rounding and Bonding Equipment, Electrica�. 498........... Attachment Plugs and Receptacles, Electrical. 514...........Outlet Boxes and Fittings, Electrical. 943.... .... ...Ground Fault Circuit Interrupters. 1054..........Switches, Special Use. 3. National Electrica: Manufactures Association Standards (NEMAJ: WD 1..........Senral Purpose Wiring Devices. WD 3..........A/C General -Use Snap Switches. WD 5..........Specific-Purpose Wiring Devices. 4. American National Standard Institute (ANSI): C 33.40.......Snap Switcnes, Safety Standard For. C73 Series.... American Standards on Plugs and Receptacles. I 16140-1 PART 2 - PRODUCTS 2.01 RECEPTACLES: A. Single And Duplex Receptacles: Shall be rated 20 ampere, 125 volt, 2 -pole, 3 -wire, NENA 5-2OR grounded type with polarized parallel slots. Bodies shall be Ivory phenolic compound supported by mounting strap having plaster ears. Contact arrangement shall be such that contact is made on two sides of an inserted blade. Receptacles shall be listed by Underwriters' Laboratories, Inc., and shall be in full conformance with NE19A Standard Publications. Dup:ex type shall have break -off feature for two circuit operation. Switched duplex receptacles shall be similar to those specified. On single and duplex receptacles, the ungrounded pole of each receptacle shall be provided with a separate terminal. Top receptacle shall be switched when installed. B. Receptacles 22, 30, and 50 Ampere, 250 Volt: Shall be 2 -pole 3-w:re, or 3 -pole 4 -wire as indicated by circuit and equipment requirements, and shall be complete with appropriate cord grip plug. Card cap and receptacle shall be of the "twist lock" type. C. Duplex Receptacles With Ground Fault Interrupter: Shall be an integral unit suitaoie for mounting in a standard outlet box. 1. around fault interrupter shall consist of a differential current transformer, solid state sensing circuitry and a ci-=uit interrupter switch. It shall be rated for operation on a 60 H=, 122 volt, 20 ampere branch circuit. Device shall have nominal sensitivity to ground leakage current of five milliamperes and shall function to interrupt the current supply for any value of ground leakage current above five milliamperes on the load side of the device. Device shall have a minimum nominal tripping time of 1/30th of a second. 2. Receptacle: Shall be ivory ir. co :or rated 20 ampere, 125 volts `or indoor use and shall be the standard 2-po:e, 3 -wire, grounding type. IT HI LI D. Back w-ed devices are rot acceptable. 2.02 TOGGLE SWITCHES: A. Toggle switches shall be ivory in color, totally enclosed tumbler type w:th bodies o` phenolic compound. Stall be specification grade single unit toggle, butt contact, diet AC type, heavy-duty general use with an integral mounting strap with separate metal wiring clamps and side wir:ng with captively held binding screws grounding contact terminal. 2. Ratings: a. 122 volt circuits: 20 ampere at 122 volts C. I 16140-2 3. The switches shall be mounted on the striker plate side of doors or as indicated on plans. 4. Incorporate barriers between switches with multigang outlet boxes where required by the NEC. S. Back wired devices are not acceptable. 2.03 WALL PLATES: A. Wall plates for switches and receptacles shall be UL listed ivory phenolic plastic. Oversize plates will not be acceptable. Be Standard NEMA design, sc that products of different manufacturers will be interchangeable. C. For receptacles or switches mounted adjacent to each ether, wall plates shall be common for each group of receptacles Cr switches. D. Telephone outlets shall be without plates, with openings to receive telephone jacks as approved by the local telephore installation company. E. Weather Proof Wall Plates: 1. Shalt be cast or stamped steel. 2. Include sears and mourts. 3. Plastic coverplates or boxes are not allowed. 2.04 ACCEPTABLE MANUFACTJRERS: A. Lev:tcn B. Arrow -Hart C. ,at z^ D. Pass and Seymour E. General Electric PORT 3 - EXECUTION 3.Ci :NSTALLPTION: A. insta:laticr, shall be in accordance with the NEZ, ar.d as s: owr as or the crawin;s. END OF SECTION 16140-3 SECTION 16170 DISCONNECTS (MOTOR AND CIRCUIT) DART 1 - GENERAL 1.01 DESCRIPTION: A. This section includes low voltage disconnect switches. 1.02 RELATED WORK: A. Section 16050, BASIC METHODS AND REQUIREMENTS (ELECTRICAL). 1.03 APPLICABLE PUBLICATIONS: A. The following specifications and standards, except as hereinafter modified, are incorporated herein by reference and form a part of this soecification to the extent indicated by the references thereto. Except where a specific date is given, the issue in effect (including amendments, addenda, revisions, supplements, and errata) on the date of Invitation for Bids shall be applicable. In text such specifications and standards are referred to by basic designation only. 1. Underwrites Laboratories, Inc. (UL) Publicatiors: No. 98........Enclosed Switches. No. 198.2.....H:gh-Interrupting Capacity Fuses, Current Limiting Type. No. 198.4......^.iass R Fuses. C. National Fire Protection Association (NFPA) Publications: No. 70........Natonal Electrical Code (NEC). 3. Natfona: Electrical Manufacturers Association, (NEMA) Publications: No. KS :......Encloser Switches. No. KS 2......Boted Pressure Contact Swatches. PART 2 PRODUCTS 2.01 LOW VOLTAGE FUSIBLE SWITCHES RATED 620 AMPERES AND LESS: P. Q':ick-make, cuick-break type in accordance with LL96, NEMA KS1, NEC, and as showr. on the drawings. B. Shall be capable of accepting UL and NEMA standard fuses as shown on the drawings. Where ncnfused switches are shown on the drawires fcr use as disconnects, the s«:tches shall be tie nonf.sed type. C. Shall have the following features: 1. Switch mechanism shall be the quick -rake, quic.-break type. 16:71-1 2. Copper blades, visible in the OFF position. 3. An arc chute for each pole. 4. External operating handle shall indicate ON and OFF position and shall have lock -open padlocking provisions. S. Mechanical interlock shall permit opening of the door only when the switch is in the OFF position, or defeatable by a special tool to permit inspection. 6. Fuse mounting for the size and type of fuses shown on the drawings. Furnish swatches ccmpletely fused. Furnish a complete set of spare fuses for each switch being installed. Deliver to the Owner additional sets of spare fuses to constitute not less than two complete sets for the type, size, and rating of each set installed. 7. Electrically operated devices as shown on the drawings. a. Solid neutral for earn switch being installed in a circuit which included a neutral conductor. s. Grounding Lug for connection of the grounding conductor. 10. Enclosures: a. Shall be the NEMA types shown on the crawings for the switches. b. Where the types of switcn enclosures are not shown, they shall be the NEMA types which are most suitable for the environmental conditions where the switches are being installed. D. Shall be heavy duty, Type HD, anc horsepower rated as recuired. 240'2 ACZEP7ASLE MANUFACTURERS: A. Scuare D Company B. Challenge" Electrical EGuipmert Corp. C. Cutler -Hammer Products D. Siemens Ene^gy & Automation, Irc. FART 3 - EXEC:ITICN -.: :NS'ALLATICN: A. installation shall he ir, accordance with the NE: and as shown on the drawings. END OF SECTION 16:70-2 SECTION 16401 ELECTRICAL SERVICE PART 1 GENERAL 1.01 DESCRIPTION A. Electrical service shall include customer metering, facility disconnecting devices, panelboard or switchboard feeder wiring, incoming feede"s from power company transformers, transformer connection, transformer mounting, underground or overhead service, power company coordination, and connection fees, but shall not exclude items not listed that pertain to the installation, relocation, removal, modification, cr addition to new, temporary, and/or existing applications. B. Contractor shall be responsible for coordination of intended electrical service as indicated an plans with local power company and existing conditions. P11 fees and charges included and/or incurred in Section 1.01 (A) above shall be the responsibility of the contractor and shall be included in the base bid. 1.03 APPLICABLE PUBLICATICNS: A. The following specificatiors and standards, except as hereinafter modified, are incorporates herein by reference and form a part of this specification to the extent indicated by the references thereto. Except where a soec.fic Bate is given, the issue in effect (including amendments, addenda, revisions, supplements, and errata) on the date of Invitation for Bids shall be applicable. In text such specifications arc standards are referred to by basic designation. only. 1. Uncerwriters Laboratories, Inc. WI.) Publications: No. 98........Enclosed Switches. No. 158.2.....righ-Interruoting Capacity Fuses. Current Limiting Type. No. 198.4..... Class R Fuses. 2. National Fire Protection Association (NFPA) Publications: No. 70.......,National Electrical Code (NEC). 3. National Electrical Manufacturers Association (NEMA) Publications: No. KS 1......Enclosed Switches. No. MS 2......Eolted Pressure Cortact Switches. I J Li 16401-1 PART 2 PRODUCTS A. All products used shall be listed and labeled as acceptable by UL standards. B. All products used shall be in accordance with the recuirements indicated on the plans and/or as e:sewnere indicated in these specifications. C. Items not speci°ically designated on plans or in these specifications shall be items listed and rated fcr their installed application. PART 3 EXECUTION A. Installation of complete service, whether temporary or permanent, shall comply with plans and specifications, all local codes and ordinances, latest edition NEC, and local power company requirements. END CF SECTION 16401 SECTION 16450 PART I - GENERAL 1.01 DESCRIPTION: This section specifies general grounding and bending requirements of electrical installat.ons. A. General electrical requirements that are common to more than one section in DIVISION 16: Section 16050, BASIC E:EC-RICAL MATERIALS AND METHCDS. B. Requirements for air terminal (lightning points) mounted on building and penthouse roofs and other high points, interconnected by cable to ground drops and to the earth ground: Section 16670, LIGHTNING PRO-CTI3N SYSTEM. .03 APPLICABLE PUBLICATIONS: The publications listed below form a part of this scecificat:on to the extent referenced. The publications are referenced in the text by the basic designation only. A. National Fire Protection Association (NFPA): 70-37.............National Electrical Code (NEC) Amendments 1 and 2. No. 99-84.........Health Care Facilities. B. Underwriters Laboratories. Inc. (UL): 83-33.............Thermoplasttc-Insulated Wires and Cables - 8/16/85. 64-B3.............Rubber-Insulated Wires and Cables - 8/5/85. 467-86............Grouncing and Bonding Equipment - 4/30/85. P4RT 2 - PRODUCTS 2.0: GROUNDING WIRES: Gene -al Purpose: L;L and NEC aooroved types, copper, with 7:J, TH.W, XNHW or dual rated THHN-THWN insulation color idert:fied green. E. Size wire not less than what is shown and not less than required by the NE:. PART 3 - EXECUTION 3.01 INSTALLATION: g. Grounc ir accordance with the NEC as shcwn, and as specifiec. 16450-1 B. System Grounding: 1. Secondary service neutrals ground at the supply side of the secondary disconnecting means and at the related transformers. C. Equipment Grounding: 1. Metallic structures, enclosures, raceways, junction boxes, outlet boxes, cao:nets, machi'+e frames, and ether conductive items in close proximity with electrical circuits shall be grounded for personnel safety and to provide a low impedance path for possible ground fault currents. 3.02 SECCNDARY EQUIPMENT AND C:RCLITS: A. Conduit Systems: 1. Ground all metallic conduit systems. 2. Ncn-ietallic conduit systems shall contain a grounding conductor. 3. Conduit providec for mechanical protection corta:ning only a grounding conductor, bond to that conductor at the entrance and exit from the conduit. Be Feede-s and Branch Circuits: Install green grounding conductors with feeders and branch circuits as fc.lcws: 1. Feeders. 2. Receptacle outlets. 3. Motors anc motor contrc.lers. 4. F:xea ecuipment ant apc_iances. 5. Items of ecaipmrt where the final connection is mace with flexible metal conduit shall have a grounding wire. 6. Additional locations and systems as indicated on plans. C. Boxes, Cabinets, Enclosures, and Panelboards: 1. Bcnd the groundin; wares to each pullbox, junction box, outlet box, cabinets, and other enclosures through whin the ground wires pass. 2. Provide lugs in each box and enclosure for ground wi-e termination. 3. Provide grounc bars :n panelboards, bolted to tie housing, with sufficient lugs fcr terrc:hating the ground wires. 16450-2 D. Motors and Starters: 1. Provide lugs in motor terminal box and starter housing for ground wire termination. E. Receptacles are not approved for grounding through their mounting screws. Ground with a ground wire from green ground terminal on the receptacle to the outlet box ground screw. F. Ground lighting fixtures to the green grounding conductor of the wiring system when the green ground is provided; otherwise, ground the fixtures through the conduit systems. Fixtures connected with flexible conduit shall have a green ground wire included with the power wires from the fixture through the flexible conduit to the first outlet box. G. Fixed electrical appliances and equipment shall have a grounc lug installed for termination of the green ground conductor. 3.03 CONDUCTIVE PIPING: Bond all conductive piping systems in the building to the electrical system ground. Bonding connections shall be made as close as practical to the water pipe ground or service equipment ground bus. 3.04 ISOLATED GRCUNC SYS"E.M: P. Isolated Grounding System shall be furnished and installed as indicated on the Drawings and as specified herein. B. Furnish and instal a separate grounding bar for those panelboards indicated on plans. Grounding bar shall be electrically insulated/isolated from its host panelboard and shall not be connected to other grounding sources by any means other than at the grounding electrodes as required by NEC 250 or as indicated on plans. C. Only devices/equipment as indicated on plans shall be connected to this grounding bar. All other circuits shall be connected to the standard grounding system bars. 3.05 Testing A. Ali grounding systems shall be tested uti:i::ng the "three pent" or the "fall of potential" method. Be Only testing instruments with the following design parameters may be used: I [1 1. Generation of an AC current at a frequency other than 60 H:. c. Contain filters to reduce the effects of stray currents anc block DC currents. I 16450-3 3. Contains protection against unexpected fault currents. 4. Be of adequate sensitivity to operate at relatively low signal levels. C. All grounding electrodes shall be tested with the grounding conductor disconnected from the electrical system, and prior to energizing the electrical system. D. Extreme care shall be taken by all personnel involved to eliminate hazards and possible dangers that could result in personal injury. E. The electrical contractor shall be completely responsible for all testing of the grounding systems, required equipment, and personnel safety. F. Results shall be recorded and submitted by the e:ectricacontractor to the Architect for approve: prior to energizing the facility electrical system. o. All installations, testing, and results shall comply with the latest edition NEC, local authorities, codes, and ordinances. H. Submitted test results shall include the following information: 1. Name, address, and telephone number of the company making the tests 2. Name arc positicr heLd of person making the tests. 3. Name and position held of person responsible for tests. 4. Name, location, and Per'y L Butcher and Associates project number o° the site being tested. Our project number in indicated in the title block of the Drawings. 5. Manufacture" arc mcde: number of equipment used for testing. 6. Recorded distances from electrode being tested (x), to auxiliary potential eiectrcce (y), anc to auxiliary electrode Iz). 7. Recorded readings with the auxiliary current electrode (z) placed at a distance of 10 times the driven length of the test electrode (x), and the auxiliary pctential electrode (y) placed in line at 62% of the distance from x to z. 8. Recorded additional readings with the auxiliary potential electrode (y) moved 12' closer to the auxiliary current electrode (z), and again with y moved 12' from the original position of y closer to the test electrode W. 164SO-4 II 9. Record readings as follows: distance x to y - feet distance x to z - feet test result yl - ohms test result y2 - ohms test result y3 - ohms 10. Test result y3 shall be the lowest value. Test result y2 and y3 1 shall not vary more than 10% from test result yl. Results other than these shall recuire relocations of the auxiliary electrode (z) and the test procedures repeated. The average of readings y:, y2, and y3 shall comply with NEC 250-84 (25 ohms or less). 3.06 LIGHTNING PRCTECTION BOND: Bond the lightning protection system to the electrical system grounding electrode. I END OF SECTION I I I I I I I I I U r 1640-5 SECTION 16470 1.01 DESCRIPTION: A. This section includes the furnishing, installation and connection of panelboards, and circuit breakers in existing panelboards. A. Section 16030, BASIC ELECTR:CAL MATERIALS AND METHODS. B Section 16430, GROUNDING. 1.03 APPLICABLE PUBLICATIONS: A. The following soecifications and standards, exceot as hereinafter modified, are incorporated herein by reference and form a part of this specification to the extent indicated by the references thereto. Except where a specific date is given, the issue in effect (including amendments, addenda, revisions, supplements, and errata) on the data of Invitation for Bids shall be applicable. In text such specifications and standards are referred to by basic designation only. 1. Underwriter's Laboratories, Inc. (UL) Pub:ications: No. 50........Caoinet and Boxes s Electrical No 67.........Panelboards No 489........Molded Case Circuit Breakers and Circuit Breaker Enclosures 2. National Fire Protection Association (NFPA) Publication: No. 70...................Nationa: Electrical Code (NEC) 3. National Electrical Manufacturers Association (NEMA) Pl:blications: No. PB-1.....Panelbcards No. AB-1.....Molded Case Circuit Breakers PART 2 - PRODUCTS 2.01 PANELBCARDS: A. Panelboards snail be in accordance with UL, NEMA, NEC, and as shown on the drawings. L' I B. Prov:ce standard manufactured products. All components of panelboarcs shall be the product and assembly cf the same manufacturer. All similar units of all paralboards to be of the same manufacturer. 1 16470 C. All panels shall be dead front safety type. Arrange sections for easy removal without disturbing other sections. D. All new panelboards shall be completely factory assembled with molded case circuit breakers. E. Panels shall have main breaker or main lugs, bus size, voltage, phase, top or bottom feed, and flush or surface mounting all as indicated on the drawings. F. Panelboards shall have the following features: 1. Nonreduced size copper bus bars, and connection straps bolted together and rigidly supported on molded insulators. Bus bar taps for panels with single pole branches shall be arranged for secuenct phasing of branch circuit devices. 2. Full size neutral bar, mounted on insulated supports. 3. Ground bar with sufficient terminals for all grounding wires. 4. Buses braced for the available short circuit current, but not less than 22,000 amperes symmetrical. S. All breakers arranged so that it will be impossible tc substitute a 2 -pole breaker for two single pole breakers, and a 3 -pale breaker for three single pole breakers, when frame size is 1@0 amperes or less. 6. Design interior so that protective devices can be replaced without removing adjacent units, main bus connectors, and without machine drilling or tapping. 7. Where designated an panel schedule as °apace", include all necessary bussing, device support and connections. Provide blank cover for each space. 8. In twc section panelboards, the main bus it each section shall be full size. The first section shall be furnished with subfeed lugs or. the line side for cable connections to the second section. Panelboarc sections with tapped bus or crossover bus shall not be accepted. 2.02 CABINETS AND TRIMS: A. Cabinets: 1. Provide galvanized steel cabinets to house pa"elboards. Cabinets for distrib':tit'n panels may be factory grimed and suitably treated with corrosion resistant paint finish meeting UL standard for outdoor applications. 16470-2 2. Back and sides shall be made of one piece formed steel. Cabinets for distribution may be formed of sheet steel with end and side panels welded, riveted, or bolted as required. 3. Provide minimum of four interior mounted studs and necessary hardware for 'in" and touts adjustment of panel interior. 4. Cabinets for two section panelboards shall have both sections bolted together, arranged side by side, and shall be the same height. Flush mounted cabinets should be 1-:/2" inches apart and coupled by conduit nipple. S. Butter sizes in panel boxes, on all sides shall be in accordance with the NEC. Cabinets containing through feeders shall have the gutter space increased by the amount required for auxilliary gutters in the NEC. B. Trims: 1. Fabricate trim of sheet steel consisting of frame with door attached by concealed hinges. Provide flush or surface trim as indicated on the drawings. 2. Flush trims shall overlao the box by at least 3/4 inch all around. 3. Sur'ace trim shall have the same width and height as the box. 4. Secure trims to back boxes by indicating trim clamps. S. Provide a welded angle on rear of trim to support and align trim to cabinet. 6. Provide separate trims for each section of multiple section panelboards. Trims and doors of sections steal: be of the same height. C. Doors: 1. Provide doors with flush type latch and manufacturer's standard lock. Doors over 48 inches in height shall have a vault handle and a three point catch, arrange to fasten door at top, bottom, and center. Door assemblies requiring multiple sections shall be constructed so as to allow access to circuit breakers without the use of hand tools. 2. In making switching devices accessible, doors shall not cover any live parts. 3. Provide concealed, butt hinges welded to the dcors and trims. 4. For magnetic contactors incorporated in pane:boards, provide separate doors for the contactors. 16474-3 S. Furnish panelboards with latch and manufacturer's standard lock, except at panels with doors 48 inch" in height. 6. Provide keyed alike system for all panelboards. In existing buildings where new panels are installed, provide keyed alike locks as directed by the Architect. 7. Provide a directory card, metal holder, and transparent cover. Permanently mount holders on inside of doors. D. Painting: 1. Thouroughly clean and paint trims and doors at the factory with primer and manufacturer's standard finish. 2.03 MOLDED CASE CIRCUIT BREAKERS FOR PANELBOARDS: A. Breakers shall be UL listed and labeled, in accordance with the NEC, as shown on the drawings, and as herein specified. B. Circuit breakers in panelboards shall be bolt -on type on phase bus bar or branch circuit bar. 1. Molded case circuit breakers for lighting and appliance branch circuit paneiboards shall have minimum interupting rating as follows: a. 129/240 Volt panelboards: 22,000 amps symmetrical. 2. Molded case circuit breakers shall have automatic, trip free, non-adjustable, inverse time, and instantaneous magnetic trips for 100 ampere frame or less. C. Breaker features shall be as follows: I. A rugged, integral housing of molded insulating material. 2. Silver alloy contacts. 3. Arc quenchers and phase barriers for each pole. 4. Quick -make, quick break, operating mechanisms. S. A trip element for each pole, thermal magnetic type with long time delay and instantaneous characteristics, a common trip bar for all poles and a single operator. 6. Electrically and mechanically trip free. 7. An operating handle which indicates ON, TRIPPED, and OFF positions. 6. L:ne connections shall be bolted. 9. Interrupting rating shall be not less than the maximum short circuit current available at the line terminals. I 1647E-4 I 10. An overload on one pole of a multipole breaker snail automatically cause all the poles of the breaker to open. U. For circuit breakers being added to existing panelboards, coordinate the breaker type with existing panelbdards. Modify the panel dirctory. 2.04 ACCEPTABLE MANUFACTURERS: A. Square D Company B. Challenger Electrical Equipment Corp. C. Cutler-Hamme" Products D. Siemens Energy i Automation, Inc. PART 3 - EXECUTION 3.01 INSTALLATION: A. Installation shall be in accordance with NEC, as shown on the drawings, ana as herein specified. B. Balance the loads on all phases and rearrange branch circuiting :f • required, for balancing. This shall apply to new and existing panels that remain. C. A typewritten schedule of circuits, approved by the Architect, shall be on the pane: directory cards. Type the room numbers and items served on the cards. D. Mount the panelboard so that maximum height of circuit breakers above finished floor snarl not exceed 78 inches. For panelboards which are ' too high, mount panelboard so that the bottom of the cabinets will not be less than six inches above the finisned floor E. Paint the exposed surfaces of the trims, doors, and boxes with finishes to match surrounding surfaces after the panelboards have been installed. a.' F. Circuit numbers indicated or. the drawings are shown for the purpose of clarifying the grouping of cutlets. The actual number assigned to the circuit in the panelboard shall suit the bussing and branch circuiting to the panel. Electrical contractor shall utilize the circuit numbers indicated cn plans if possible. END CF SECTION I 16470-5 I ' SECTION 16920 ENVIRONMENTAL SYSTEM CONTROL PART 1 - GENERAL 1.01 HEATING, VENTILATING AND AIR CONDITIONING: A. Furnish and install motor starters and disconnects for equipment furnished by Mechanical Contractor, unless otherwise noted. B. Furnish and install all electrical work, including all line voltage wiring and conduits for low voltage wiring, unless otherwise indicated in Drawings or Specifications. The Mechanical Contractor will furnish all equipment pertaining to his work including motors, relays, temperature and other control and protective devices. C. The Mechanical Contractor shall install all control equipment, except stems such as thermostats which require only line voltage electrical connections and similar equipment. D. The Mechanical Contractor shall set all motors pertaining to his work. I E. Wiring shall be in accordance with the Drawings and Specifications and in accordance with approved Wiring Diagrams, which shall be submitted by the Mechanical Contractor. IF. All temperature control wiring shall be furnished under •Temperature Control" section of the Specifications unless otherwise noted on the Drawings. I END OF SECTION I $ I I I I 1 16920-1 I SECTION 16900 CONTROLS PART 1 - GENERAL 1.01 TEMPERATURE CONTROL WIRING: A. In general, the Mechanical Contractors will furnish and install all automatic temperature control devices required for their various systems or pieces of equipment, and they in turn will pay the Electrical Contractor for wiring of same. ' 1.02 HEATING, VENTILATING AND AIR CONDITIONING: A. Furnish and install motor starters and disconnects for equipment ' furnished by Mechanica: Contractor, unless otherwise noted. B. Furnish and install all electrical work, including all line voltage ' wiring and conduits for low voltage wiring, unless otherwise indicated in Drawings or Specifications. The Mechanical Contractor will furnish all equipment pertaining to his work including motors, relays, temperature and pressure control devices, electrically operated valves ' and dampers and other control and protective devices. C. The Mechanical Contractor shall install all control equipment, except items such as thermostats which require only line voltage electrical connections ant similar equipment. D. The Mechanical Contractor shall set all motors pertaining to his worK. E. Wiring shall be in accordance with the Drawings and Specifications and in accordance with approved Wiring Diagrams, which will be submitted by the Mechanical Contractor. F. All temperature control wirirg sha:l be furnished under "Temperature Control" section of theca Soecifications unless otherwise noted on Drawings. I END CF SECTION $ I I 1 169021-: SECTION 16500 LIGHTING 1.01 LIGHTING FIXTURES A. This Contractor shall furnish and install a lighting fixture on every outlet indicated. Fixtures shall be in accordance with the designation on the plans and as specified in the schedule. Be Should any designation be omitted an the drawings, the fixture shall be of the same type as specified for rooms of similar usage. C. Fluorescent fixtures shall be coeolete with highpower factor ballasts, suitable for operation with lamps scheduled. Ballasts shall be sound rated, shall have that rating clearly marked on the ballasts, and such rating shall be the lowest available for the particular lamps specified. D. Ballasts shall be :n accordance witn ASA, CBM, and ETL standards. E. Each fixture shall be furnished with the necessary supporting devices, including canopies, stems, plaster frames, yokes, etc. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. LIGHTING FIXTURES; 1. WILLIAMS 2. SYLVANIA 3. GENERAL ELECTRIC 4. LITHONIA 5. AS INDICATED ON PLANS B. BALLASTS 1. UNIVERSAL 2. ADVANCE 3. GENERAL ELECTRIC END CF SECTION 16500-1