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HomeMy WebLinkAboutResolution - 4782 - Contract-LDC Construction Company Inc-Interior Alteraltions, Municipal Building - 03_23_1995Resolution No. 4782 March 23, 1995 Item #15 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock a Contract and all related documents by and between the City of Lubbock and LDC Construction Company, Inc., to finnish and install all materials as bid for the Interior Alterations at Municipal Building for the City of Lubbock, which contract is attached hereto, which shall be spread upon the minutes of the Council and as spread upon the minutes of this Council shall constitute and be a part of this Resolution as if fully copied herein in detail. Passed by the City Council this ATTEST: Betty . JohnsdirCity Secretary 23rd day of March 1995. APPROVED AS TO CONTENT: Victor Kil an, Purchasing Manager APPROVED AS TO FO . jp!n 4 ald G. Vandiver, First Assistant City Attorney dp:ccdocsvnter;or.Res March 15, 1995 CITY OF LUBBOCK SPECIFICATIONS FOR INTERIOR ALTERATIONS MUNICIPAL WELDING BID # 13178 !! 6 6t'6 6y CITY OF LUBBOCK Lubbock, Texas H F F City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 606-767-2167 Office of Purchasing MAILED TO VENDOR: February 27,1995 CLOSE DATE: March 7,1995 @ 2:00 P.M. Bid #13178- INTERIOR ALTERATIONS MUNICIPAL BUILDING ADDENDUM # 1 Please modify or amend Contract Documents as follows: 1. The Time For Completion has been extended to 180 consecutive days from 120 consecutive calendar days. 2. Drawings -Architectural Item 1: Sheet Al, in the Floor Plan Notes, delete Note #11. Item 2: Sheet A4, Door Schedule, Door number A2, size - change to existing relocated, frame type - change to existing hollow metal relocated, remarks - add existing, hardware set - change to set 1. Item 3: Sheet Al, Demolition Plan, Contractor will remove existing air conditioning unit discovered during pre -bid site visit, 2/23/95, stored loose in South existing shell space, use salvage value to offset removal cost, return excess to Owner. THANK YOU, /RonShuffield Senior Buyer PLEASE RETURN ONE COPY WITH YOUR BID City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 eO6-767-2167 Office of Purchasing MAILED TO VENDOR: March 6,1995 CLOSE DATE: March 7,1995 @ 2:00 PAL Bid #13178- INTERIOR ALTERATIONS MUNICIPAL BUILDING ADDENDUM # 2 Please modify or amend Contract Documents as follows: 1. Drawines-Architectural Item 1: Sheet A4, Finish Schedule Materials Legend, Floor, Fl-Carpet-match existing, change to F1-Carpet -areas less than 20 square feet patch on pad with Owner's surplus materials, :area larger than 20 square feet as specified, provide metal transition strip between existing carpet on pad and new carpet. PLEASE RETURN ONE COPY WITH YOUR BID CITY OF LUBBOCK REQUEST FOR BIDS FOR TITLE: INTERIOR ALTERATIONS MUNICIPAL BUILDING ADDRESS: LUBBOCK, TEXAS BID NUMBER: 13178 PROJECT NUMBER 9092.9211 CONTRACT PREPARED BY: PURCHASING DEPARTMENT 7 r 7 IVDEX 1. NOTICE TO BIDDERS 2. GENERAL INSTRUCTIONS TO BIDDERS 3. BID PROPOSAL - BID FOR LUMP SUM CONTRACTS 4. PAYMENT BOND S. PERFORMANCE BOND 6. CERTIFICATE OF INSURANCE 7. CONTRACT 8. GENERAL CONDITIONS OF TBE AGREEMENT 9. CURRENT WAGE DETERMINATIONS 10. SPECIFICATIONS 11. SPECIAL CONDITIONS 12. NOTICE OF ACCEPTANCE �.... � -a__a 4—+ -s ►Y..� i l—.. ! p��. � �. �^ �:� �. --.ems � L-�c-r � 'L.�.r �aa �.::.-_.:a �._�,Y �-_�--: F." NOTICE TO BIDDERS BID #13178 Sealed bids addressed to Ron Shuffield, Senior Buyer, City of Lubbock, Texas, will be received at the office of the Purchasing Manager, Municipal Bldg., 1625 13th St., Room L-04, Lubbock, Texas, 79401, until 2:00 o'clock n.m. on the 7th day of March,1995, or as changed by the issuance of formal addenda to all planholders, to furnish all labor and materials and perform r all work for the construction of the following described project: f "INTERIOR ALTERATIONS MUNICIPAL BUILDING" r I( After the expiration of the time and date above first written, said scaled bids will be opened by the Buyer at his office and publicly read aloud. It is the sole responsibility of the bidder to insure that his bid is actually in the office of Purchasing Manager for the City of Lubbock, prior to the expiration of the date above first written. �- The City of Lubbock will consider the bids on the 23r4 day of March,1995, at the Municipal Building, 1625 13th Street, 4 Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities. The successful bidder will be required to furnish a performance bond and payment bond in accordance with Article 5160, Vernon's Ann. Civil St., in the amount of 100% of the total contract price in the event that stud contract price exceeds $25,000.00. Said statutory bonds should be issued by a company carrying a current Best Rating of P or Mri r as the rating of the bond company is a factor that will be considered in determination of the lowest rgsponsible bidder. If the contract price does not exceed $25,000.00 the said statutory bonds will not be required. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within 10 days after notice of award of the contract to him. It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding all local conditions under which the work is to be done. It shall be understood and agreed that all such factors have bccn thoroughly investigated and considered in the preparation of the bid submitted. The plans, specifications, proposal forms and contract documents may be examined at the office of the Purchasing Manager + for the City of Lubbock, Lubbock, Texas. Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, which document is specifically referred to in this notice to bidders. Each bidder's attention is further directed to provision of Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as heretofore established by owner in said wage scale. 1i The Cityof Lubbock he notifies all bidders that in regard to contract entered into urs=t to this advertisement, hereby gaz �3' P minority and women business enterprises will be afforded equal opportunities to submit bids in response to this invitation and will F. not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award. There will be a pre -bid conference on 23rd day of February,1995, at 10:00 o'clock am., in the Personnel Conference Room 108, 1625 13th Street, Lubbock, Texas. The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings and bid openings are available to all persons regardless of disability. Kyou would like bid information made available in a more accessible format or if you require assistance, please contact the Purchasing Department at (806) 767-2167 (Monday Friday, 8:00 - 5:00 p.m.) or 1625 13th Street Room L-04 at least 48 hours in advance of the meeting. F ADVERTISEMENT FOR BIDS BID #13178 Sealed bids addressed to Ron, Shuffield, Senior Buyer, Purchasing Department, City of Lub bock, Texas, will be receives at the Purchasing Office, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401 until 2:00 o'clock p.m. on the 7th day of March,1995, or as changed by the issuance of formal addenda to all planholders, to fw-nish all labor and materials and perform all work for the construction of the following described project: INTERIOR ALTERATIONS MUNICIPAL BUILDING FAfter the expiration of the time and date above first written, said sealed bids will be opened in the office of the Buyer and publicly read aloud. The plans, specifications, bid forms and contract documents may be examined at the office of the Purchasing Manager for 1 the City of Lubbock, Texas. Attention of each bidder is particularly called to the Schedule of General Prevailing Rate of Per Diem Wages included in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, Texas. Each bidder's attention is further directed to the provisions of Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein concerning such wage r.. scales and payment by the contractor of the prevailing rates of wages as heretofore established by the City of Lubbock. The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this advertisement, minority and women business enterprises will be afforded equal opportunities to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award. I There will be a prebid conference on the 23rd day of February,1995, at 10:00 am., in. the Personnel Conference Room r- 108, 1625 13th Street, Lubbock, Texas. The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings and bid openings are available to all persons regardless of disability. If you would like bid information made available in a more accessible format or if you require assistance, please contact the Purchasing Department at (806) 767-2167 (Monday -Friday, 8:00 - 5:00 p.m.) or 1625 13th Street, Room L-04 at least 48 hours in advance of the meeting. r GENERAL INSTRUCTIONS TO BIDDERS 7 t ; , GENERAL INSTRUCTIONS TO BIDDERS SCOPE OF WORK The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to complete this ^„ project in accordance with contract documents for the "INTERIOR ALTERATIONS MUNICIPAL BUILDING." c 2. CONTRACT DOCUMENTS 1"I!' All work covered by this contract shall be done in accordance with contract documents described in the General Conditions. G All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. 3. PLANS FOR USE BY BIDDERS It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge of forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice to Bidders. 1 4. TIME AND ORDER FOR COMPLETION The construction covered by the contract documents shall be hilly completed within 120 (One Hundred Twenty) consecutive calendar days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successfiil bidder. �^ The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City j reserves the right to require the Contractor to submit a progress schedule of the work cont-.mplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the r progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take 1 such action as the City deems necessary to insure completion of the project within the time specified. 5. PAYNMWr All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. 6. AFFIDAVITS OF BILLS PAID The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. 7. MATERIALS AND WORKMANSHIP 4 The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some dcuLil will not relieve the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality which the Owner believes necessary to procure a satisfactory project 8. GUARANTEES All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship. Prior to final acceptance, the Contractor shall famish to the Owner, a written general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock). 9. PLANS FOR THE CONTRACTOR The contractor will be furnished one set of plans and specifications, and related contract documents for his use during construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Contractor. 10. PROTECTION OF THE WORD The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials; supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have been opened and before the contract has been awarded, to require of a bidder the following information: (a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by the proposed contract and all work in progress with bond amounts and percentage completed. (b) A sworn statement of the current financial condition of the bidder. (c) Equipment schedule. 11. TEXAS STATE SALES TAX This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act. The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. 12. PROTECTION OF SUBSURFACE LINES AND STRUCTURES It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be damaged by Contractor during the construction of the project contemplated by these contract documents. The City of Lubbock agrees that it will famish Contractor the location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense. 13. BARRICADES AND SAFETY MEASURES _ The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and replaced by Contractor at his own cost r G and expense. The Contractor's responsibility for maintenance of barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of acceptance of the project. 14. EXPLOSIVES The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage which may occur as a direct or indirect result of the blasting. In addition, in all rases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. Explosive materials shall not be stored or kept at the construction site by the Contractor. In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. r15. CONTRACTOR'S REPRESENTATIVE k, The successful bidder shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful bidder shall be required to furnish the name, address and telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress. 16. INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right to subrogation. CThe insurance certificates furnished shall name the City as an additional insured and shall further state that all subcontractors are named as additional insureds, or in the alternative, shall be accompanied by a statement from the r.• Contractor to the effect that no work on this particular project shall be subcontracted. 17. LABOR AND WORKING HOURS Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate which must be paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of the wage schedules above mentioned and the bidder's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in these contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under this contract requiring an inspector will not be performed on weekends or holidays unless the following conditions exist: (1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. F (2) Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. Before construction work requiring an inspector is to be performed on weekends or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow construction work requiring an inspector on weekends or holidays will be made by the Owner's Representative. In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 18. PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than once each week. The Contractor and each of his subcontractors engaged at the site of the work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or Engineer, a certified, sworn, legible copy of such payroll. This shall contain the name of each employee, his classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit shall state that the copy is a true and correct copy of such payroll, that no rebates or deductions (except as shown) have been made, or will in the future be made from the wages paid as shown thereon. The Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, ten dollars for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these contract documents. 19. PROVISIONS CONCERNING ESCALATOR CLAUSES Proposals submitted containing any conditions which provide for changes in the stated bid price due to increases or decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the bidder without being considered. 20. PREPARATION FOR PROPOSAL The bidder shall submit his proposal on forms furnished by the City. All blank spaces in the form shall be correctly filled in and the bidder shall state the price both in words and numerals, for which he proposes to do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of discrepancy between the price written in words and the price written in figures, the price written in words shall govern. If the proposal is submitted by an individual, his name must be signed by him or his duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given and the proposal signed by a member of the firm, association or partnership, or person duly authorized. If the proposal is submitted by a company or corporation, the company,or corporate name and business address must be given, and the proposal signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign proposals must be properly certified and must be in writing and submitted with the proposal. The proposal shall be executed in ink. Each proposal shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside of the envelope in the following manner: (a) Bidder's name (b) Proposal for (description of the project). Bid proposals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no proposal may be withdrawn or altered thereafter. BOUND COPY OF CONTRACT DOCUMENTS Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the following: (a) Notice to Bidders. (b) General Instructions to Bidders. (c) Bidder's Proposal. (d) Statutory Bond (if required). (e) Contract Agreement. M General Conditions. (g) Special Conditions (if any). (h) Specifications. (i) Insurance Certificates. 0) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders. If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by reference into the aforementioned contract documents. F k� a a as __ _ _ .._ _ _� �, that he has visited the site of the worC and has c�refiilly examined the plans, to the work covered by tius bide' and he f urther agrees to commence work on .. _ .. _ ._..-_ -__ ....._.. _.....__.. ._ .- __ . __...-_ _._.-- , .. __ F. ,:,t,.,��,t�"-,��-�,�,��­ � 'I ��' �, .": _ � , I . 4_ , I.. �, I . � , , . , , , I — , , I I . .1 + dr* 7�'' i t 4 i d w a .. '' e 3 �% y # i�� r ri. t r .� w t4 x 5°'.YP r. _1 .'r P)- x ?w' S Jr F bd, f'w its i , S ! r .# ?k ���y I'll s - r. 4� tS 3 r .'vG, i r r Bidders are req�iired, whether or not a payment or performance' bond h required, to submit a cashier's check or certified � ' 0.check issued by a bank'satisfactory to the City of Lubbock; or a proposal bond from a reliable anrebr company; payable without t s a a r ,s r fecoursc to the order of the City of tubbodc ut an amount'not less than five Pint (S%a) of the total amount of the bid subirutted as h I. S "' f 6 a Irilranteelthat bidder will Doter into a contract and execute all necessary bonds (if required) within 10 days alter notice of amwd Or_11` s 1. the contract to l�jm; a , 7 y T ra ib ri t ;. d sq fN 3 d ` S r s � Ita3 # ' k Y �Y ° r i YI ! 4;1i It M �, } Y ' �t.�:. xi lay ti r a Frv'rr �'s . 3 r a aG a. iw4} ar t xa3 { ,< , a S r P % y 5; f 1 ' P Fr 'M p s �`3 4 d<. } 1 i 4 a !- `! S 4 ,T. l f aI`-. K ,. .r" &,.... ,.a '` i,. r r: vim' d . d 7 a hir" #{ f t, ,y! Sri r "1 u k �' �, i i G 4 Ys a ! r1. , y Enclosed with this proposal is a CasEuer's Check or Certified Chi for . �` ", , �, ? . ' � a ; . 4 �, ' x� r , .. Dollars {x A ' 1 or a Proposal Bond "in the sum of xd Five Percent ,;" `. '°t " * Dollars ($ � : Ste = �1; >! K P" ' ' t ;, r it is agrced thall be collected and retained the Owner as liquidated damages in the event the proposal_ is accepted by the' , �d ,. ih�ncr and the undersignod tails to execute the necess' ry'contract documents;and the required"bond �(if any) with fhc Owner althin ' ;," { . 1 >� ..: ' .:. ten 00 f days after the date of�rebe pi of written notificauon of a lance of said'proposal otherw#si• $said check or bond shall , f' x,� tcturn 41 to the andersigned upon demand.t ✓ t k v, i d , t ° 9, s , r �a I , ,,;'. "N , + tji Sr t ' .� r N 'i & it t' ,j 7' 'S 4� n if a w s k it FC' ; i 1 � T f iTj { T M I d a s _ .:ar e S i r'; ' , j *. i z P Fw+y 4 t gg t ay_. `�, i cx 7 Y a r ! t `: # }� y:, S n ( r.'�, $.5 vs .� Elf, '.s y 9 1 i - e „ P 1 '` 'T-y jj kr I;! s, {,;, $ �: n it 4� J` �,i' I• 1 r d: �.�t �. ,a :j .7� ! f rF 3 fi C. ,? ,N ! Bidder understands and ap' esf that the contract to be -executed by Bidder shall be bound and include all contract docwnents `Z , , made available to Ivm for his inspectson' accordance with the Notice to Bidders y_iI'` kr ` _ ` `p C t ;:; E�` l i,�,�ir 2 ,r,� ! r a v 3 i s tid 1 h yt Id ; d , � , F:: A'� �t�� ���,✓a f 9rM1 f i, a ! t �.... f! 1t } I r,It, f r `�r k y d¢ I � �,! �, ( e Jv Tilt s i -a 04 x Y , ! r { }. # Y, .4� °#;' i �. 4 a " w. 3r I6 ' ry 9y j d s a " 4 lsi f ��� �r r, I ! `'I t t i -. �LDC ConstltlCL`j (IG'l' Ind4. i` jj r [ j 1,1 i 4 t- r if a 1 !a :'1 f I; r 1 3' d 7 1 �w a br I I ! ' r G � � . � t . a 1.r ; Co rad0 �... t :: s ", �' I ! 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E �M� j 53 a ! •I A s ! ; 1• td. y �{, I: r�. f ! :.f 1 !6 A I - b.r I ,, #} df ai # a E a IF i+' iVa F Y l 1 _ f 1n 3 ;» I , NPa sS'Ipl!I "- I'!II # �%1 t i al �[a >.11 i 1 ri i} 7 yr j t� e r 444 ,. 1u f i11 f f iN Ili `i. ku t�r ! -' d #M�kf - �ti' Ijl i`. ilf YI1 v 1�. i 0 a d `` 4 1 1 �rl tt ly I >. a .� I! z 1 ,t s 4III a �' 4 ! l I i Jla h! t x rjF i Id , ! r i f* .h i' } - 3 I 11 11 s Y . ° di ps'I11St� „i.i4 I3 wR g f f 1 1 � j a? k ,, I r� l li i."'$ � I .� f `t � a r, 4 L 1: � •:. Ira f d K 1: q � I x k�6} a� ti dj e ,{ I �a R°� s f L A ,M 4 p f , J!, 'lhf 7 t' � {i! ".. Y PI it d 5 °.r� A I f x f NI {i 11 ,rlj d ! jly - af! �t .III (If ; t# I.J� r ! RM r'i arFi f 4't _ a i ' S i ] R � e E, 1f ll4 F F ! r. I f' }# s - i t C'� ] a 1 5 i .7 i E�"d' 1 I .b, f r a11 r}r aq I.r �� w J I �� s a 1'l� i.� '��: ; .rl , r.:IC ° i'3 �� S ri -;3 FI a �' ',� !` j l t _ t i� j r �,i 1. �111 4 ,Ilk, i act tj' k �) t� �II� Ya ", �jf g 3- " �Idpl au ° t y T+ ! ii 14 1 y.� � Fyj � ��,� ?r., s� n �t,`_I,> .-NV' i I` -i-a. "r .. n '.:1 '-.P ed x.�.,. It ! ..r , ems: ,. t. _ 1.t i� '- ,1 "s, �, .,1.. i .. _ ,� .I ;Ih�, ,, l",...��1l�N a�R �ril1., BID OR PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS: That we, LDC CONSTRUCTION CO., INC. �., (hereinafter called the Principal), as Principal, and WASHINGTON INTERNATIONAL INSURANCE COMPANY, a corporation organized and doing business G, under and by virtue of the laws of the State of Arizona, and duly licensed �j for the purpose of making, guaranteeing or becoming sole surety upon bonds or I undertakings required or authorized by the laws of the State of TEXAS as Surety, are held and firmly bound unto CITY OF LUBBOCK (hereinafter called the Obligee) in the just and full sum of FIVE PERCENT OF THE GREATEST AMOUNT BID ----- Dollars ($---------5%------- - lawful money of the United States of America, f6r the payment of which well and truly to be made, we hereby bind ourselves and each of our successors and assigns, jointly and severally, firmly be these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, WHEREAS, the above bounden Principal as aforesaid, is about to hand in and submit the Obligee a bid or proposal for the k INTERIOR ALTERATIONS - MUNICIPAL BUILDING PROJECT # 9092 9211 r in accordance with the plans and specifications filed in the office of the obligee and under the notice inviting proposals therefore. 1 NOW, THEREFORE, if the bid or proposal of said principal shall be accepted, and the contract for such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a contract and bond for the completion of said work as required by law, then this obligation to be null and void: otherwise to be and remain in full force and effect. IN WITNESS WHEREOF, said Principal and said Surety have caused these presents to be duly signed and sealed this NTH day of E: MARCH 19 95 LD�,-iONSTRUCTI ',- Co., INC. By -X pP NGTON I ATIOIZAI, NSUR.ANCE AN'1 By ' BDB 600201 HOWARD COWAN, ATTORNEY -IN -FACT r General �+ WASHINGTON INTERNATIONAL INSURANCE COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the Washington International insurance Company,s corporation organized and existing under the laws of the State of Arizona, and having its principal office in the Village of Schaumburg, f•" IItinois, does hereby constitute and appoint ` * • HOWARD COWAN, KEVIN DUHN AND MARLA HILL • • P." its true and lawful ottorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, which are or xay.be alaowed, required, or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(c) in pursuance of these presents, shall be as binding upon the said Washington International Insurance Company as fully and amply, to all intents and purposes, as if the same has been duly nexecuted and acknowledged by its President at its principal office. This Power of Attorney shall be limited in avant to S2,000,000.00 for any single obligation. This Power of Attorney is issued pursuant to authority granted by the resolutions of the Board of Directors adopted March 22, 1978, July 3, 1980 and October 21, 1986 which read, in part, as follows: 1. The President oay designate Attorneys -in -Fact, and authorize them to execute on behalf of the Cc pany, and attach the Seal of the Company thereto, bonds, and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and to appoint Special Attorneys -in -Fact, who are hereby authorized to certify to copies of any power -of -attorney issued in pursuant to this section and/or any of the By-laws of the Company, and to remove, at any time, any such Attorney -in -Fact or Special Attomty-in-Fact and revoke the authority given him.■ 2. The silrmtures of the Chairman of the Board, the President, Vice President, Assistant Secretary, Treasurer and Secretary, and the corporate seal of the Company, may be affixed to any Power of Attorney, certificate, bond or !^ undertaking relating thereto, by facsimile. Any such Power of Attorney, certificate bond or undertaking bearing such facsimile signature or facsimile seal affixed in the ordinary course of business shall be valid and binding won the company- IN TESTIMONY WHERE Washington International insurance Company has caused this instrument to be signed and its corporate sea its its authorizedi fs r, this th day of November, 1992. r ��Q`••.•••••••. �ys)"!� WON IN TIONAL INSURANCE COMPANY i �G�yl� z :`CORPORATE ; z o : SEAL '' o stnr P: erson, Vice President STATE OF I(t�l's.0� •••�1�i 6 �yy'-a.:.•�� 4 COUWTY OF , On this 18th day of Vbvember, 1992, before we came the individual who executed the preceding instrument, to we personally known, and, being by ma duly sworn, said that he is the therein described and authorized officer of the Washington Intennationtal Insurance Company; that the seal affixed to said instrument is the Corporate Seal of said Coen-ny; IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal, the day and year first above written. f°OFFICIAL SEAL" i � I f, �,L✓� � �� S CHRiSTINE ZARETSKY Notary Pubic, State of Illinois S Wistine 2aretsky, Notary Public. My Commission Expires October 7,--1996 )AV Cemm'ss ett Expires 10.7.96 1 .r.r.s-aF f aF as-.� r-IEkTTFTCATE STATE OF ILLINOIS ) COUIWTY OF COOK ) 1, the undersigned, Secretary of WASHINGTON INTERNATIONAL INSURANCE COMPANY, an ARIZONA Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked, and furthermore that Article 111, Section S of the By-laws of the Corporation, and the Resolution of the Board of Directors, set forth in the Power of Attorney, are not ir+ force. Signed and sealed in the County of Cook. Dated t %=�1, ,of �� 19 95 Lewis M. Moeller, Secretary F. LIST OF SUBCONTRACTORS f. IF .r 4.. 3� Minority (N,,-nod Yes No PAYMENT BOND BOND CHECK ___,lBEST RATING LICEN;W48y DATE Washington fMRNATIONAL INSURANCE COMPANY 1 BOND NO. S-400-2886 1930Thoreau Drive, Suite 101, Schaumburg, Illinois 60173 708/490-1850, Fax: 708/519-4633, 800/338-0753 STATUTORY PAYMENT BOND PURSUANT TO CHAPTER 2253 OF THE TEXAS GOVERNMENT CODE (MCGREGOR ACT - PUBLIC WORKS) (Penalty of this Bond must be 100V of Contract Amount) KNOWN ALL MEN BY THESE PRESENTS, That LDC CONSTRUCTION CO., INC. (hereinafter called the Principal), as Principal, and WASHINGTON INTERNATIONAL INSURANCE COMPANY (hereinafter called the Surety), as Surety, are held and firmly bound unto ` CITY OF LUBBOCK AFFILIATE r sw+..o.. •wean (hereinafter called the Obligee), in the amount of ONE HUNDRED THIRTY NINE THOUSAND NINE HUNDRED SEVENTY THREE AND N01100--------------------------- DOLLARS ($ 139,973.00 ) for the payment whereof the said Principal and Surety bind .themselves and their heirs, I^ administrators, executors, successors and assigns, jointly and severally, firmly by these IL presents. F WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 23RD day of MARCH . 19 95 , to BID #13178-INTERIOR ALTERATIONS MUNICIPAL BUILDING which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein.-. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the said Principal shall pay .all claimants supplying labor and material to him or a subcontract in the prosecution of the work provided for in said contract, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at P- length herein. IN WITNESS WHEREOF, the said Principal and Surety have signed and seal -ad this instrument this 19TH day of APRIL , 19 95 . M LDC CONSTRUCTION CO., INC. (Principal) : . ��L-' � By WASHINGTON XNTERNA67IONAL INSURANCE COMPANY (Surety) By: ' EVIN DUNN Attorney -in -Fact IMPORTANT NOTICE To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 FAX # (512)475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Genic r a I WASHINGTON INTERNATIONAL INSURANCE COMPANY F1, POWER OF ATTORNEY CROW ALL KEN BY THESE PRESENTS: That the Washington International Insurance Cortpany,a corporation organ12ed and existing under the laws of the State of Arizona, and having its principal office in the Village of Schaumburg, 1 ' Illinois, does hereby constitute and appoint • HOWARD COWAN, KEVIN DUNN AND KARLA HILL • �! its true and lawful attorney(s)-in- fact to execute, seal and deliver for and on its behalf as surety, arty and all bonds and undertakings, reeognizances, contracts of indemnity and other writings obligatory in the nature thereof, whica are c- :.are Se a:c�.er', required, or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrunent(s) in pursuance of these presents, shall be as bircfing upon the said Washington International Insurance Company as fully and amply, to all intents and purposes, as if the same has been duly executed and acknowledged by its President at its principal office. This Poser of Attorney shall be limited in amount to $2,000,000.00 for any single obligation. This Power of Attorney is issued pursuant to authority granted by the resolutions of the Board of Directors adopted L Kareh 22, 1978, July 3, 1960 and October 21, 1986 which read, in part, as follows: L 1. The President any designate Attorneys•in-Fact, and authorize them to execute on behalf of the Company, and attach the Seal of the Coaparry thereto, bonds, and undertakings, recognizances, contracts of indevnity and other writings obligatory in the nature thereof, and to appoint Special Attorneys -in-Fact, who are hereby authorized to certify to copies of any power -of -attorney issued in pursuant to this section and/or any of the By -Laws of the Company, and to remove, at any time, any such Attorney - in - Fact or Special Attorney- in - fact and revoke the authority " given h i sm.' 2. The signatures of the Chair=an of the Board, the President, Vice President, Assistant Secretary, Treasurer fir+ and secretary, and the corporate seal of the Cccipany, may be affixed to any Power of Attorney, certificate, bond or undertaking relating thereto, by facsimile. Any such Power of Attorney, certificate bond or undertaking bearing such facsimile signature or facsimile seat affixed in the ordinary course of business shall be valid and binding upon the Company. r" IN TESTIMOKY WHEREQ� Washington international Insurance Company has caused this instrument to be signed and its !l corporate sea-l.�o� its authorized offi r, thi�ZIOKAL h day of November, 1992. ��Q`• ••••••••.�'�sGlf WA ON IN INSURANCE COMPANY ?CORPOa C1.1 RATE = �if XO : SEAL ; r,,0 St P. rson, Vice President STATE OF I .I S. �O; � Jr d.s••' aN\o ll COLMiT OFF/ On this 18th day o{�dv"ember, 1992, before me came the individual who executed the preceding instrument, to me personally known, and, being by re duly sworn, said that he is the therein described and authorized officer of the 4 Washington International Insurance Company: that the seal affixed to said instrument is the Corporate Seal of said �PartY: IN TESTIMONY WHEREOF, i have hereunto set cry hand and affixed my Official Seal, the day and year first above w- it t en. -../--------- "OFFICIAL SEAL" CNR1571NE \ S ZARETSKY S Hotiry Pu;rt, Slate of il6nois tstine Zarecsky, Rotary Public. „ ( My Commission Expires October 7,✓1996 1 MY Comm'sioh Expires 10-7.96 STATE OF ILLINOIS ) COUNTY OF COOK ) 1, the undersigned, Secretary of WASHiNGTON INTERNATIONAL INSURANCE COMPANY, an ARIZONA Corporation, 00 HEREBY FM CERTIFY that the foregoing and attached POWER OF ATTORNEY regains in full force and has not been revoked, and furthermore that Article III, Section 5 of the By -Laws of the Corporation, and the Resolution of the Board of € Directors, set forth in the Power of Attorney, are now in force. Signed and reeled in the County of Cook. Oeted t 19TN� ,0f iq95 _ Lewis M. Moeller, Secretary PERFORMANCE BOND BOND CHECK BEST RATING LICENSED IN TEXAS DATE BY T- I Washington BOND N0. 5-400-2886 NJTERNATMALNSURANCE Compmy 1930Thoreau Drive, Suite 101, Schaumburg, Illinois 60173 AFFILIATE 708/490-1850, Fax: 708/519-4633, 800/338-0753 '-- NV • w., wov..n WASHINGTON INTERNATIONAL INSURANCE COMPANY 1930 Thoreau Drive, Suite 101, Schaumburg, Illinois 60173 STATUTORY PERFORMANCE BOND PURSUANT TO CHAPTER 2253 OF THE TEXAS GOVERNMENT CODE (MCGREGOR ACT - PUBLIC WORKS) (Penalty of this Bond must be 100* of Contract Amount) KNOWN ALL MEN BY THESE PRESENTS, that LDC CONSTRUCTION CO., INC. (hereinafter call the Principal), as Principal, and Washington International Insurance Company (hereinafter called the Surety, As Surety, as held and firmly bound unto CITY OF LUBBOCK �,.. (hereinafter called the Obligee), in the amount of ONE HUNDRED THIRTY NINE THOUSAND NINE HUNDRED SEVENTY THREE AND N0/100---------------------------- DOLLARS ($ 139,973.00 ) �. for the payment whereof the said Principal, and Surety bind themselves and theirs heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into that certain written contract with the Obligee, dated the 23RD day of MARCH , 19 95 , to BID #13178-INTERIOR ALTERATIONS MUNICIPAL BUILDING (the "Contract"), which Contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. 7 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the said Principal L- shall faithfully perform the work in accordance with the plans, specifications and Contract �., documents, then this obligation shall be void; otherwise to remain if full force and effect, y t_J subject to the following additional conditions: A. Whenever Principal shall be, and declared by Obligee to be default under the Contract, the Obligee having. performed Obligee's obligations thereunder, the Surety may promptly remedy the default, or may either: 1. Complete the Contract in accordance with its terms and conditions; or 2. Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the lowest responsible 71 11 bidder, or if the Obligee elects, upon determination by the Obligee and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Obligee, and make available as work progresses (even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the penal sum of this performance bond, subject to the limitations in Paragraph B below. The term "balance of the Contract price," as used in this paragraph, shall mean the total amount payable by Obligee to Principal under the Contract and any amendments thereto, less the amount properly paid by Obligee to Principal. B. The amount of this performance bond shall be reduced by and to the extent of any payments or payments made in good faith hereunder by Surety. C. This performance bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code, and all liabilities on this performance bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at length herein. D. No right of action shall accrue on this performance bond to or for the use of any person or corporation other than the Obligee named herein or the heirs, executors, Fadministrators or successors of Obligee. IN WITNESS WHEREOF, the said Principal and Surety have executed this instrument Fthis 19TH day of r APRIL 19 95 . LDC CONSTRUCITON CO., INC. (Principal) By: WASHINGTON INTERNATIONAL INSURANCE COMPANY (Surety) KE DUNN Attorney -in -fact F L.---- L--.'. LL-�' ' A410111be �/ * � �1 ISSUE DATE (MMIDD/YY) ' \/f�� l i1 4rn w _ x s 9/95 ...�.. w .,il..� _�> , ..�,,,rm�. .. w .. > PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE THE INWEST GROUP, INC. DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE 110 N. MARIENFELD ST. , SUITE 330 POLICIES BELOW. MIDLAND, TEXAS 79701 COMPANIES AFFORDING COVERAGE COMPANY A LETTER BITUMINOUS INSURANCE COMPANY _ .,... ...._ .,. COMPANY B INSURED LETTER BITUMINOUS INSURANCE COMPANY LDC CONSTRUCTION CO., INC. LET TER Y C P. 0. BOX 65251 _. _.. _..__ _.,____..,._... LUBBOCK, TEXAS 79464 �� R"Y D T.W.C.I.F. COMPANY E LETTER BITUMINOUS CASUALTY _' -: "c ✓ 4 e .. e x— • -� e;�` - :` « L fig,.,., .. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER LTR. POLICY EFFECTIVE ;POLICY EXPIRATION LIMITS DATE (MM/DD/YY) ` DATE (MM/DD/YY) A ''GENERAL LIABILITY GENERAL AGGREGATE . _..... S 1.0000.00... .,.._ 1.X COMMERCIALGENERAL LIABILITY CL02139047 5/6/94 5/6/95 PRODUCTS-COMPIOPAGG. i 1000000......... _. CLAIMS MADE X' OCCUR. PERSONAL & ADV. INJURY i SQOOOO... _ OWNER'S & CONTRACTOR'S PROT,' EACH OCCURRENCE $ 50,0.000...--....- FIRE DAMAGE (Any one tire) S MED. EXPENSE (Any one person): $ B *AUTOMOBILE LIABILITY CAP1822167 5/6/94 5/6/95 COMBINED SINGLE i j X ANY AUTO LIMIT 500000 ALL OWNED AUTOS „_. BODILY INJURY ,...._ . ., ,..,... S _. SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY X NON -OWNED AUTOS (Per accident) 'GARAGE LIABILITY PROPERTY DAMAGE % S EXCESS LIABILITY CL02139048 5/6/94 5/6/95 EACH OCCURRENCE _. _ $ 50000.0 UMBRELLA FORM EXCESS GENERAL LIABILITY & AUT©MOBILE AGGREGATE S OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION D STATUTORY LIMITS '._. TSF-111268-01 5/6/94 5/6/95 EACH ACCIDENT $ 500000__ AND DISEASE POLICY LIMIT $ 500004 EMPLOYERS' LIABILITY DISEASE —EACH EMPLOYEE S snnnnn.... ;OTHER E BUILDER RISK CLP2139047 5/6/94 5/6/95 $500,000 ANY ONE BUILDING $600,000 ANY ONE LOSS p, j DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLES/SPECIAL ITEMS iRE: CITY OF LUBBOCK - BID #13178-INTERIOR ALTERATIONS MUNICIPAL BUILDING `' CERIFICATE #IOLDER CANCELLATION _ , CITY OF LUBBOCK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE P. O. BOX 2000 EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO LUBBOCK, TEXAS J 9457 =' MAIL �Q DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE f A� j v� vt�. CORP: ftAT10N:799W, F I I r r r r L F I F .. ........ IS DATE (MM/DDNY) D " AT511 NSU', 4/19/95 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND THE IMEST GROUP, INC. CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE 110 N. MARIENFELD ST., SUITE 330 POLICIES BELOW. MIDLAND, TEXAS 79701 COMPANIES AFFORDING COVERAGE COMPANY A LETTER BITUMINOUS INSURANCE COMPANY . ...... . COMPANY B INSURED LETTER LDC CONSTRUCTION CO., INC. COMPANY c P. 0. BOX 65251 LETTER LUBBOCK, TEXAS 79464 COMPANY D LETTER COMPANY E' LETTER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR� TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE (MM/DD/YY) DATE (MM/DDIYY) LIMITS A GENERAL LIABILITY FORTHCOMING GENERAL AGGREGATE !,$5,0000.01 4/19/95 4/19/96 COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE (:OCCUR. PERSONAL & ADV. INJURY X OWNER'S & CONTRACTOR'S PROT. EACH OCCURRENCE 500000 . ..... .. . ... FIRE DAMAGE (Any one fire) III MED. EXPENSE (Any one person). S AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON -OWNED AUTOS (Per accident) .... ... .... . GARAGE LIABILITY PROPERTY DAMAGE EXCESS LIABILITY EACH OCCURRENCE UMBRELLA FORM AGGREGATE OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION STATUTORY LIMITS __ EACH ACCIDENT $ AND DISEASE 7 POLICY LIMIT.,.. EMPLOYERS' LIABILITY DISEASE —EACH EMPLOYEE S OTHER NAMED INSURED: CITTOF LUBBOCK P. 0. BOX 2000 LUBBOCK, TEXAS 79457 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS RE: CITY OF LUBBOCK - BID #13178-INTERIOR ALTERATIONS MUNICIPAL BUILDING CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF LUBBOCK EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO P. 0. BOX 2000 MAIL I Q DAYS WRIT -TEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LUBBOCK, TEXAS 79457 LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHAL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON /IWCOUP I IT GENTS REPRESENTATIVES. AUTHORIZED REPRESENTATIVE r vz� aww 'AbOR6 95-6 (*196i CACORDIbdkPORATION 1990 US U'1NCE ISSUE DATE (MM/DD/YY) 4/19/95 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE COMPANIES AFFORDING COVERAGE COMPANY A LETTER BITUMINOUS INSURANCE COMPANY COMPANY B LETTER BITUMINOUS INSURANCE COMPANY COMPANY `+ LETTER COMPANY D LETTER T.W.C.I.F. COMPANY E LETTER BITUMINOUS CASUALTY COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY EFFECTIVE POLICY EXPIRATION LIMITS 1TYPE OF INSURANCE POLICY NUMBER LTR DATE (MMIDD/YY) DATE (MM/DD/YY) GENERAL LIABILITY GENERAL AGGREGATE $ 1000000 A X COMMERCIAL GENERAL LIABILITY CL02139047 5/6/94 5/6/95 PRODUCTS-COMPlOPAGG. $ 1000000 CLAIMS MADE X OCCUR. PERSONAL & ADV. INJURY $ 500000 OWNER'S 6 CONTRACTOR'S PROT EACH OCCURRENCE S 500000 FIRE DAMAGE (Any one fire) $ 50000 MED. EXPENSE (Any one person) $ 5000 AUTOMOBILE LIABILITY B COMBINED SINGLE $ X ANY AUTO CAP1822167 5/6/94 5/6/95 LIMIT 500000 ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY S X NON -OWNED AUTOS (Per accident) GARAGE LIABILITY PROPERTY DAMAGE S EXCESS LIABILITY CL02139048 5/6/94 5/6/95 EACH OCCURRENCE - -- _ S _ 500000 __. _. UMBRELLA FORM EXCESS GENERAL LIABILITY & AUTOMOBILE AGGREGATE s OTHER THAN UMBRELLA FORM D WORKER'S COMPENSATION TSF-111268-01 5/6/94 5/6/95 STATUTORY LIMITS EACH S SOOOOO AND ACCIDENT DISEASE —POLICY LIMIT S 500000 EMPLOYERS' LIABILITY DISEASE —EACH EMPLOYEE S 500000 OTHER E BUILDER RISK CLP2139047 5/6/94 5/6/95 $500,000 ANY ONE BUILDING $600,000 ANY ONE LOSS DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS RE: CITY OF LUBBOCK — BID #13178—INTERIOR ALTERATIONS MUNICIPAL BUILDING ADDITIONAL INSURED IN FAVOR THE CITY OF LUBBOCK CERTIFICATE HOLDER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF LUBBOCK EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO P. 0. BOX 2000 MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LUBBOCK, TEXAS 79457 LEFT OUT FAILURE TO MAIL SUCH NOTICE S ALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UP HE OMF'ANY 1 S AGEN S OR REPRESENTATIVES. AUTHORIZED REPRESENTATIV !.. ACORD 25-S _(7,190) CACORD CORPORATION 1990' 71 CONTRACTOR CHECKLIST A CONTRACTOR SHALL: (1) provide coverage for its employees providing services on a project,for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project; (4) obtain from each person providing services on a project, and provide to the governmental entity: (A) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (B) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (6) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (7) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure: to provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be printed in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must (see reverse) be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment and materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at 512/440- 3784 to receive information on the legal requirement for d coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." and (8) contractually require each person with whom it contracts to provide services on a project, to: (A) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (B) provide a certificate of coverage to the contractor prior to that person beginning work on the project; (C) include in all contracts to provide services on the project the language in subsection (e) (3) of this rule; (D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (E) obtain from each other person with whom it contracts, and provide to the contractor: (i) a certificate of coverage, prior to the other person beginning work on the project; and (ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (F) retain all required certificates of coverage on file for the duration of the project and for one year thereafter, (G) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (1) contractually require each other person with whom it contracts, to perform as required by paragraphs (A) - (I I), with the certificate of coverage to be provided to the person for whom they are providing services. 0 No Text F F F CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 223rd day of March 1995, by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through David R Langston, Mayor, thereunto authorized to do so, hereinafter referred to as OWNER, and LDC CONSTRUCTION CO.. INC. of the City of Lubbock, County of 1AMock, and the State of TEXAS, hereinafter termed CONTRACTOR WITNESSETS: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as follows: BID #13178 - INTERIOR ALTERATIONS MUNICIPAL BUEL DING, $139,973.00 and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Condition of Agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified in the contract documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the proposal submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, Texas in the year and day first above written. ATTEST: f' 'a I ATTEST: CONTRACTOR L- D C. Cn,�s�rLuc �J CO /Nc . 1- TTTLE: �t ; of c7 r COMPLETE ADDRESS: `'a 8"x d' S z; l w x GENERAL COMMONS OF THE AGREEMENT GENERAL CONDITIONS OF THE AGREEMENT 1. OWNER Whenever the word Owner, or the expression Party of the First Part, or First Party, are used in this contract, it shall be understood as referring to the City of Lubbock, Texas. 2. CONTRACTOR Whenever the word Contractor, or the expression Party of the Second Part, or Second Party, is used, it shall be understood to mean the person, persons, co -partnership or corporation, to -wit: LDC CONSTRUCTION CO., INC., who has agreed to perform the work embraced in this contract, or to his or their legal representative. 3. OWNER'S REPRESENTATIVE r Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to GEORGE LISENBE, BUILDING & ENERGY MANAGEMENT ADMINISTRATOR City of Lubbock, under whose supervision these contract documents, including the plans and specifications, were prepared, and who will inspect �^ constructions; or to such other representative, supervisor, or inspector as may be authorized by said Owner to act in any particular under this agreement Engineers, supervisor or inspectors will act for the Owner under the direction of Owner's Representative, but shall not directly supervise the Contractor or men acting in behalf of the Contractor. 4. CONTRACT DOCUMENTS The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Proposal, Signed Agreement, Statutory Bonds (if required), 'General Conditions of the Agreement, Spacial Conditions of the Agreement (if any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder for his inspection in accordance with the Notice to Bidders. S. II4TERPRETA71ON OF PHRASES Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of the Owner's Representative is intended; and similarly, the words "Approved," "Acceptable," "Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the Owner's Representative. 6. SUBCONTRACTOR The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor. Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to him who gives the notice. 7 WORK Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other facilities necessary for the execution and completion of the work covered by the contract documents. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents hafteen made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished with one copies of all Plans, Profiles and Specifications without expense to him and he shall keep one copy of same consistently accessible on the job site. 12. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress of quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. He will not be required to — make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will he be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. His efforts will be directed towards providing assurances for the Owner that the completed project will conform to the requirements of the contract documents, but he will not be responsible for the Contractoes failure to perform the work in accordance with the Contract Documents. On the basis of his onsite observations, he will keep the Owner informed of the progress of the work and will endeavor to guard the Owner against defects and deficiencies in the work of the Contractor. 13. LINES AND GRADES All lines and grades shall be furnished by the Owner's Representative whenever necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend his work in order to permit Ownees Representative to comply with this requirement, but such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades will be needed All stakes, marks, etc., shall be =dully preserved by the Contractor, and in rase of careless destruction or removal by him, his Subcontractors, or his employees, such stakes, marks, etc., shall be replaced by the Owner's _ Representative at Contractor's expense. 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative shall review all work included herein. He has the authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract. In order to permit delays and disputes and to discourage litigation, it is further agreed that the Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under this contract. He shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of said Contractor. The Owner's Representatives's estimates and findings shall be conditions precedent to the right of the parties hereto to arbitration or to any action on the contract, and to any rights of the Contractor to receive any money under this contract; provided, however, that should Owners Representative rendcr any decision or give any direction, which in the opinion of either party hereto, is not in accordance with the meaning and intent of this contract, either party may file with said Owner's Representative within 30 days his written objection to the decision or direction so rendered, and by such action may reserve the right to submit the questions so raised to arbitration as hereinafter provided. It is the intent of this Agreement that there shall be no delay in the execution of the work, therefore, written decisions or direction of the Owner's Representative as rendered shall be promptly carried out, and any claim arising therefrom shall be thereafter adjusted to arbitration as hereinafter provided. The Owner's Representative shall, within a reasonable time, render and deliver to both the Owner and the Contractor a r•. written decision on all claims of the parties hereto and on all questions which may arise relative to the execution of the work or the interpretation of the contract, specifications and plans. Should the Owners Representative fail to make such decision within a reasonable time, an appeal to arbitration may be taken as if his decision had been rendered against the party appealing. 15. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper inspection and examination of the work The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within six (6) days make written appeal to the Owners Representative for his decision. 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owners Representative. The superintendent shall represent the Contractor in his absence and all directions given to him shall be binding as if given to the Contractor. Adequate supervision by competent and reasonable: representatives of the Contractor �^ is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations a of the Contractor. The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all risk in connection therewith shall be borne by the Contractor. The Owner or Owner's Representatives will not be responsible for the acts or omissions of the Contractor, or any subcontractors, or airy of his agents or employees, or any other persons performing any of the work. 17. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature and location of -- the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in any way effect the work under this contract. No verbal agreement or conversation with any officer, agent, or employee of the Owner, either before or after the execution of this contract, shall effect or modify any of the terms or obligations herein contained. is. CHARACTER OF WORKMEN The Contractor agrees to employ only orderly and competent men, skillful in the performance in the type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform him in writing that any man or men on the work, are, in his opinion, incompetent, unfaithfal, or disorderly, such man or men shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent 19. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and _ completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted. The building of structures for the housing of men or equipment will be permitted only at such places as the Owner's Representative shall direct, and the sanitary conditions of the grounds in or about such structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. 20. SANITATION Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's Representative and their use shall be strictly enforced 21. OBSERVATION AND TESTING The Owner or Owner's Representative shall have the right at all reasonable times to observe and test the work. Contractor shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location wherever work is in preparation or progress. Contractor shall ascertain the scope of any observation which may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work will be ready for such observation. Owner or Owner's Representative may reject any work found to be defective or not in accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such errors and regardless of whether Owner's Observer has previously accepted the work through oversight or otherwise. If any work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's . Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the contract documents. F pr. 22 23 24. If any work which is required to be inspected, tested, or approved is covered up without written approval or consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, test,: and approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests, inspections or approval, and any work which meets the requirements of any such tests or approval but does not meet the requirements of the contract documents shall be considered defective. Such defective work shall be corrected at the Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under this agreement to make such inspections, tests, or approvals shall relieve the Contractor from his obligation to perform the work in accordance with the requirements of the contract documents. DEFECTS AND THEIR REMEDIES It is further agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owners' Representative as unsuitable or not in conformity with plans, specification and contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with this contract. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form dimensions, plans or or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying bond. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they inCrease the amount of work, and the increased work can fairly be classified under the specifications, such increase shall be paid according to the quantity actually done and at the unit price established for such work under this contract; otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used, and for any actual loss occasioned by such change, due to actual expenses incurred in preparation for the work as originally planned. EXTRA WORK The term "extra work" as used in this contract shall be understood to mean and include all work that may be required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contractor's proposal, except as provided under Changes and Alterations herein. It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then the Contractor shall be paid the actual field cost of the work, plus fifteen (15°/a) per cent. In the event said extra work be performed and paid for under Method (C), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such extra work, plus actual transportation charges necessarily incurred, together with all expenses incurred directly on account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds, Public Liability and Property Damage and Workmen's Compensation and all other insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be kept and records of these accounts shall be made available to the Owner's Representative. The —' Owner's Representative may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 1001/o, unless otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (151/o) of the actual field cost to be paid to Contractor shall . cover and compensate him for his profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." — No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case any orders or instructions appear to the Contractor to involve extra work for which he should receive compensation or an adjustment in the construction time, he shall make written request to the Owner's Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C). The Contractor will thereby preserve the right to submit the matter of payment to arbitration as herein below provided. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of this contract that all work described in the proposal, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. If the Contractor finds any discrepancies or omissions in these plans, specifications, or contract documents, he should notify the Owners' Representative and obtain a clarification before the bids are received, and if no such request is received by the Owner's Representative prior to the opening of bids, then it shall be considered that the Contractor fully understands the work to be included and has provided sufficient sums in his proposal to complete the work in accordance with these plans and specifications. It is further understood that any request for clarification must be submitted no later than five days prior to the opening of bids. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. It at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase his force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. 71 27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC 6 Y The Contractor shall take out and procure a policy or policies of Workmen's Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workmen's Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, his sureties and insurance carriers shall defend, indemnify and save harmless the Owner and all of its officers, agents and employees from all suits, actions, or claims of any character whatsoever, brought for or on account of any injuries or damages received or sustained by any person or persons or property, on account of any negligent act or fault of the Contractor or any subcontractor, their agents or employees, in the execution and supervision of said contract, and the project which is the subject matter of this contract, on account of the failure of Contractor or any subcontractor to provide necessary barricades, warning lights, or signs and will be required to pay any judgment with costs which may be obtained against the Owner or any of its officers, agents, or employees including attorney's fees. The safety precautions taken shall be the sole responsibility of the Contractor, in his sole discretion as an Independent Contractor, inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of his duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of his subcontractors. 28. CONTRACTOR'S INSURANCE E, The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable.. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to contract execution. A. Comprehensive General Liability Insurance The contractor shall have Comprehensive General Liability Insurance with limits of $500,000 Combined Single Limit in the aggregate and per occurrence to include: Premises and Operations Explosion & Collapse Hazard Underground Damage Hazard Products & Completed Operations Hazard Contractual Liability Independent Contractors Coverage Personal Injury (with exclusion V waived) The City is to be named as an additional insured on this policy for this specific job, and copy of the endorsement r doing so is to be attached to the Certificate of Insurance. y=. r B. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance. The Contractor shall obtain an Owner's Protective or Contingent Public Liability Insurance policy naming the City of Lubbock as insured and the amount of such policy shall be as follows: For bodily injuries, including accidental death and or property damage, $500.000 Combined Single Limit. This policy shall be submitted prior to contract execution. C. Comprehensive Automobile Liability Insurance The Contractor shall have Comprehensive Automobile Liability Insurancewith limits of not less than; Bodily Injury/Property Damage, $500,000 Combined Single Limit, to include all owned and nonowned cars including: Employers Nonownership Liability Hired and Nonowned Vehicles. The City is to be named as an additional insured on this policy for this specific job and copy of the endorsement doing so is to be attached to the Certificate of Insurance. D. Builder's Risk Insurance The Contractor shall obtain a Builder's Risk policy in the amount of 100% of the total contract price (100% of potential loss) naming the City of Lubbock as insured. E. Umbrella Liability Insurance The Contractor shall have Umbrella Liability Insurance in the amount of 1000 000 on all contracts with coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages. — F. Worker's Compensation and Employers Liability Insurance Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with Employers Liability of at least $500,000 1. Definitions: — Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self - insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC- 84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in 0406.096) - includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 2. The contractor shall provide coverage, based on proper reporting of classification codes and payroll — amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. — r i 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. if the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended S. The contractor shall obtain from each person providing services on the project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 6 The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. S. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the "project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The contractor shall contractually require each person with whom it contracts to provide services on the project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter, G. (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts to perform as required by paragraphs (1) - (), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by workers's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The contractoes failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the insurance company setting forth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date borne by such certificate. . (4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such certificate. (5) A provision that the policy may be canceled only by mailing written notice to the named insured at the address shown in the bid specifications: (6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of the policies shown on the certificate. ` () The certificate or certificates shall be on the form (or identical copies thereof) contained in the job specifications. No substitute of nor amendment thereto will be acceptable. (8) if policy limits are paid, new policy must be secured for new coverage to complete project. (9) A Contractor shall: (a) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (b) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (c) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project; (d) obtain from each person providing services on a project, and provide to the governmental entity: (i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (ii) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter, (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (g) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be printed in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance Thu includes persons providing, hauling, or delivering equipment and materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee:" "Call the Texas Workers' Compensation Commission at 5I21440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage" and (h) contractually require each person with whom it contracts to provide services on a project, to: (i) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (ii) provide a certificate of coverage to the contractor prior to that person beginning work on the project; (iii) include in all contracts to provide services on the project the language in subsection (e) (3) of this rule; (iv) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (v) obtain from each other person with whom it contracts, and provide to the contractor. (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (vi) retain all required certificates of coverage on file for the duration of the project and for one year thereafter, (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they are providing services. — 29. DISABLED EMPLOYEES Contractors having more than 15 employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and priviliges of employment. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS, LABORERS, MATERIALN EN, AND FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of any demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof, equipment, power tools, all suppliers, including commissary, incurred in the furtherance of the performance of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. If during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by any of those designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within five (5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain unpaid, withhold from the unpaid portion of this contract, a sum equal to the amount of such unpaid indebtedness or may apply the sum so withheld to _ discharge any such indebtedness. Any and all communications between any party under this paragraph must be in writing. 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or _ process covered by letters patent or copyright by suitable legal agreement with the Patentee or Owner thereof. The Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner harmless from any loss on account thereof, except that Owner shall defend all such suits and claims and shall be -- responsible for all such loss when a particular design, device, material or process or the product of a particular manufacturer or manufacturers is specified or required in these contract documents by Owner, provided, however, if choice of alternate design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner harmless _ t from any loss on account thereof. If the material or process specified or required by Owner is an infringement, the Contractor shall be responsible for such loss unless he promptly gives written notice to the Owner of such infringement. 32. LAWS AND ORDINANCES The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations, which in any manner effect the contract or the work, and shall indemnify and save harmless the Owner against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor or his employees. If the Contractor observes that the plans and specifications are at variance therewith, he shall promptly notify the Owners' Representative in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work. If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without ' such notice to the Owner's Representative, he shall bear all costs arising therefrom. The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into contracts, shall be controlling, and shall be considered as part of this contract to the samE; effect as though embodied herein. 33. ASSIGNMENT AND SUBLETTING The Contractor further agrees that he will retain personal control and will give his personal attention to the fulfillment of this contract The Contractor further agrees that subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the Contractor from his full obligations to the Owner, as provided by this contractual agreement. l 34. TIME FOR COMPLETION AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and time for completion as specified in the contract of work to be done hereunder are essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced on a date to be specified in the Notice to Proceed. If the Contractor should neglect, fail, or refuse to complete the work within the time herein specified, or any proper extension thereof granted by the Owner, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of $100.00 (One Hundred) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every calendar day that the Contractor shall be in default after the time stipulated for completing the work. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic change and conditions and usual industrial conditions prevailing in this locality. The amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and extreme difficulty in fixing and ascertaining actual damages the Owner would in such event sustain, and the amount is agreed to be damages the Owner would sustain and shall be retained by the Owner from current periodical estimates for payments or from final payment rIt is further agreed and understood between the Contractor and Owner that time is of the essence of this contract l 35. TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute his work at such time and sessions, in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion designated in the proposals; provided, also, that when the Owner is having other work done, either by contract or by his own force, the Owner's Representative may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor proposes to carry on the work, with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. 36. EXTENSION OF II&M The Contractor agrees that he has submitted his proposal in full recognition of the time required for the completion of this project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has considered the liquidated damage provisions of paragraph 33 hereinabove set forth and that he shall not be entitled to, nor will he request, an extension of time on this contract, except when his work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors employed by the owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. The Contractor may apply in writing for an extension of time, submitting therewith all written justification as may be required by Owner's Representative for such an extension as requested by Contractor. The Owner's Representative within ten (10) days after receipt of a written request for an extension of time by the Contractor supported by all requested documentation shall then submit such written request to the City Council of the City of Lubbock for their consideration. Should the Contractor disagree with the action of City Council on granting an extension of time, such disagreement shall be settled by arbitration as hereinafter provided. 37. HINDRANCE AND DELAYS In executing the contract agreement, the Contractor agrees that in undertaking to complete the work within the time herein fixed, he has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays in securing material or workmen or otherwise. No charge shall be made by the Contractor for hindrance or delays from any cause during the progress of any part of the work embraced in this contract except where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in which event, such expense as in the judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. 38. QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically providedIn the event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown for the various classes of work to be done and material to be furnished under this contract, they arc approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their proposals offered for the work. It is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the project. 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, -- which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. The Contractor agrees to indemnify, save and hold harmless the Owner against any claim or claims for damages due to any injury to any adjacent or adjoining property, arising or growing out of the performance of this contract, but such indemnity shall not apply to any claim of any kind arising out of the existence or character of the work. I l 40. PRICE FOR WORK In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by the r Contractor, and on the delivery of all materials embraced in this contract in full conformity with the specifications and ` stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by him and for well and truly performing the same and the whole thereof in the manner and according to this agreement, the attached specifications, plans, contract documents and requirements of Owner's Representative. r 41. PAYMENTS No payments made or certificates given shall be considered as conclusive evidence of the performance of the contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective work Contractor shall at any time requested during the progress of the work famish the Owner or Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner which have not theretofore been timely filed as provided in this contract. 42. PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment. Owner's Representative shall review said application for partial payment and the progress of the work made by the Contractor and if found to be in order shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month; said statement .- shall also include the value of all sound materials delivered on site of the work that are to be fabricated into the work. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment, less S% of the amount thereof, which S% shall be retained until final payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of this agreement. It is understood, however, that in cerise the whole work be near to completion, and this fact is certified to by Owner's Representative and some unexpected and some unusual delay occurs due to no fault or negligence on the part of the Contractor, the Owner may upon written recommendation of Owner's Representative pay a reasonable and equitable portion of the retained percentage due Contractor. 43. FINAL COMPLETION AND ACCEPTANCE Within thirty-one (31) days after the Contractor has given the Owner's Representative written notice that the work has been completed or substantially completed, the Owner's Representative and the Owner shall inspect the work and within said time, if the work be found to be completed or substantially completed in accordance with the contract documents, the f ; , Owner's Representative shall issue to the Owner and Contractor his certificate of completion, and thereupon it shall be the duty of the Owner within thirty-one (31) days to issue a certificate of acceptance of the work to the Contractor. r44. FINAL PAYMENT Upon the issuance of the certificate of completion, the Owner's Representative shall proceed to make final measurement and prepare a final statement of the value of all work performed and materials furnished under the terms of the agreement, and shallcertify same to the Owner, who shall pay to the Contractor on or before the 31st day after the date of certificate of completion, the balance due Contractor under the terms of this agreement, provided he has fully performed his contrachial obligations under the terms of this contract; and said payment shall become due in arty event upon said performance by the Contractor. Neither the certificate of acceptance nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the special conditions (if any) of this contract or required in the specifications made a part of this contract r 45. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK Contractor shall promptly remove from Owners' premises all materials condemned by the Owner's Representative on -- account of failure to conform to the contract, whether actually incorporated in the work or not, and Contractor shall at his own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. 46. CORRECTION OF WORK AFTER FINAL PAYMENT Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of responsibility for faulty materials or workmanship, and he shall remedy any defects due thereto and pay for any damage to other work _ resulting therefrom, which shall appear within a period of one (1) year from the date of substantial completion. The Owner or the Owner's Representative shall give notice of observed defects with reasonable promptness. 47. PAYMENT WITHHELD " The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certificate to such extent as may be necessary to protect himself from loss on account of: (a) Defective work not remedied (b) Claims filed or reasonable evidence indicating possible filing of claims. (c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor. (d) Damage to another contractor. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, which will protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them. 48. TIME OF FILING CLAIMS It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) days after the Owner's Representative has given any directions, order or instruction to which the Contractor desires to take exception. The Owners' Representative shall reply to such written exceptions by the Contractor and render his final decision in writing. In case the Contractor should appeal from the decision of the Owner's Representative, any demand for arbitration shall be filed with the Owner's Representative and the Owner in writing within ten (10) days after the date of delivery to Contractor of the final decision of the Owner's Representative. It is further agreed that final acceptance of the work by the Owner and the acceptance by the Contractor of the final payment shall be a bar to any claim by either party, except where noted otherwise in the contract documents. 49. ABANDONMENT BY CONTRACTOR In case the Contractor should abandon and fail or refuse to resume work within ten (10) days after written notification from the Owner or the Owner's Representative, or if the Contractor fails to comply with the orders of the Owner's Representative, when such orders are consistent with this contract, this Agreement, or the Specifications hereto attached, then the Surety on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be delivered to the Contractor. After receiving said notice of abandonment, the Contractor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. i 1. In case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for within ten 4k (10) days after service of such notice, then the Owner may provide for completion of the work in either of the following mom elective manners: (a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and supplies as said Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time become due to the Contractor under and by virtue of this Agreement In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the Contractor, then said Contractor shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said Contractor, then the Contractor and/or his Surety shall pay the amount of such excess to the Owner, or (b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a general circulation in the County of location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. In case of any increase in cost to the Owner under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefore. However, should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. When the work shall have been substantially completed, the Contractor and his Surety shall be so notified and certificates of completion and acceptance, as provided in paragraph 42 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certificate of completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) days from the date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies which remain on the *jobsite and belong to persons other than the Contractor or his Surety, to their proper owners. 50. ABANDONMENT BY OWNER In case the Owner shall fail to comply with the terms of this contract, and should fail or refuse to comply with said terms r within ten (10) days after written notification by the Contractor, then the Contractor may suspend or wholly abandon the work, and may remove therefrom all machinery, tools, and equipment, and all materials on the ground that have not been included in payments to the Contractor and have not been incorporated into the work. Thereupon, the Owner's r� Representative shall make an estimate of the total amount earned by the Contractor, which estimate shall include the value of all work actually completed by said Contractor at the prices stated in the the attached proposal, the value of all partially completed work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or *„ provided for by the terms of this contract, and a reasonable sum to cover the cost of any provisions made by the Contractor to carry the whole work to completion, and which cannot be utilized. The Owner's Representative shall then make a final statement of the balance due the Contractor by deducting from the above estimate all previous payments by the Owner and all other sums that may be retained by the Owner under the terms of this Agreement, and. shall certify same to the Owner r who shall pay to the Contractor on or before thirty (30) days after the date of the notification by the Contractor the balance shown by said final statement as due the Contractor, under the terms of this Agreement. 51. BONDS The successful bidder shall be required to furnish a performance bond and payment bond in accordance with Article 5160, Vernon's Annotated Civil Statutes in the amount of 100% of the total contract price, in the event said contract price exceeds $25,000.00. If the contract price does not exceed $25,000.00, the statutory bonds will not be required. All bonds, if required, shall be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do business in the State of Texas. And it is further agreed that this contract shall not be in effect until such bonds are so furnished. 52. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 53. LOSSES FROM NATURAL CAUSES Unless otherwise specified herein, all loss or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the same, or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 54. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control his own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's work during his performance and to carry out the other prerogatives which are expressly reserved to and vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the Contractor's own employees or to any other person, firm, or corporation. 55. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at the completion of the work he shall remove all such debris and also his tools, scaffolding, and surplus materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition, In case of dispute Owner may remove the debris and charge the cost to the Contractor. No Text Resolution #2502 January 8, 1987 Agenda Item 7#18 DGV:da DCCA1 11TTAKI WHEREAS, the City Council has heretofore established the general prevailing rate of per diem wages for each craft or type of workmen or mechanics needed to execute public works contracts for the City of Lubbock in accordance with the provisions of Vernon's Ann.Civ.St., Art. 5159a; and WHEREAS, such wage rates were established by Resolution No. 719 enacted February 12, 1981, updated by Resolution No. 1.590 enacted February 23, 1984; and WHEREAS, such rates need to be updated at the present time in order to reflect the current prevailing rate of per diem wages; NOW THEREFORE: BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the general prevailing rate of per diem wages for public works contracts shall be as set forth in the following named exhibits, which exhibits shall be attached hereto and made a part hereof for all intents and purposes: . Exhibit A: Building Construction Trades Exhibit B: Paving and Highway Construction Trades Exhibit C: Electrical Trades Exhibit D: Overtime Rate Exhibit E: Weekend and Holiday Rate .Such wage rates are hereby found and declared to be the general prevailing rate of per'diem wages in all localities where public works are undertaken on behalf of the City of Lubbock and such wage rates shall be included in all public works contracts as provided by law. Passed by the City Council this 8th day of January 1987. TTE •e v Ranett6,..Boyd, City Secretary APPROVED T ONTENT: , Bi 1 P yne, D rector of Building Services G B.C. MCMINN, MAYOR APPROVED AS TO FORM: r�\ Dorrald G. Vandiver, First Assistant City Attorney EXHIBIT A City of Lubbock Building Construction 'Trades Prevailing Rates Craft dourly Rate Acoustical Ceiling Installer $11.60 Air Conditioner Installer 8.35 Air Conditioner Installer -Helper 5.50 Bricklayer 10.50 Bricklayer -Helper 5.00 Carpenter' 11.00 Carpenter -Helper - 5.50 Cement Finisher 7.35 Drywall Hanger 8.70 Electrician 10.50 Electrician -.Helper 5.25 Equipment Operator - Heavy 8.00 Light - 5.70 Floor Installer 8.00 Glazier 7.50 Insulator, Piping/Boiler 9.50 Insulator -Helper 5.00 Iron Worker 7.30 Laborer, General 4.75 Mortar Mixer 5.60 Painter 8.75 Plumber 9.25 Plumber -Helper 6.00 Roofer 7.65 Roofer -Helper 4.75 Sheet Metal Worker 8.75 Sheet Metal Worker -Helper 5.50 Welder - Certified 8.00 r EXHIBIT B Paving and Highway Construction Prevailing Wage Rates Craft Asphalt Heaterman Asphalt Shoveler Concrete Finisher Concrete Finisher -Helper Electrician Flagger Form Setter Form Setter -Helper Laborer, General Laborer, Utility Mechanic Mechanic -Helper POWER EQUIPMENT OPERATORS Asphalt Paving Machine Bulldozer Concrete Paving Machinist Front End Loader Heavy Equipment Operator Light Equipment Operator Motor Grade Operator. Roller Scraper Tractor Truck Driver Light Heavy Hourly Rate $5.25 4.75 7.35 4.75 10.50 4.75 6.50 5.50 4.75 5.80 6.50 6.00 6.00 5.25 6.50 5.85 6.40 6.40 8.00 5.25 5.25 5.50 5.25 5.25 EXHIBIT C Electric Construction Trades Prevailing Wage Rates Craft Hourly Rate Power Line Foreman $11.00 Lineman Journeyman 10.45 Lineman Apprentice Series 8.90 Groundman Series 7.25 EXHIBIT D Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) is 1 1/2 times base rate. EXHIBIT E Prevailing Wage Rates Weekend and Holiday Rate The rate for weekend and holiday is.1 1/2 times base rate. I C_ PROJECT MANUAL r r r INTERIOR ALTERATIONS MUNICIPAL BUILDING CITY OF LUBBOCK 1625 13TH STREET LUBBOCK, . TEXAS r JANUARY 199f ti. ON Cf Y OF LUBBOCK LUBBOCK TEXAS 1625 13TH STREET LUBBOCK. TEXAS AC AS90MTO ARCHITECTS • ENGINEERS a PLANNERS 4010 AVENUE R LUGEOCK, TEXAS 79412 (806) 747-0168 nAGNEW ASSOCIATES, INC. umcxur m r arum= coxsu=c sxaa m mj roc¢ pus i Z/2a/G 5 � nilk r DWAYNE R. AGNEW SET N0. N. V�wVw� 37645 �7 O 4AALl '3 CITY OF LUBBOCK INTERIOR ALTERATIONS MUNICIPAL BUILDING 1625 13TH STREET LUBBOCK, TEXAS JANUARY 1995 TABLE OF CONTENTS OF SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS DWAYNE R. AGNEW .A - 37645 i q r PAGES SECTION 01010 SUMMARY OF WORK . . . . . . . . . . . . . . . . . . 1 SECTION 01039 COORDINATION AND MEETINGS . . . . . . . . . . 3 SECTION 01047 ALTERATIONS PREPARATION AND PATCHING . . . . . . . . . 4 SECTION 01090 REFERENCE STANDARDS . . . . . . . . . . . . . . . 7 SECTION 01300 SUBMITTALS . . . . . . . . . . . . . . . . . . . . . . 3 SECTION 01400 QUALITY CONTROL . . . . . . . . . . . . . . . . . . . 1 SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS . . . . 4 SECTION 01600 MATERIAL AND EQUIPMENT . . . . . . . . . ... . . . . . 3 SECTION 01650 STARTING OF SYSTEMS . . . . . . . . . . . . . . . 2 SECTION 01700 CONTRACT CLOSEOUT .. . . . . . . . . . . . . . . . . . 3 DIVISION 2 SITE WORK SECTION 02072 MINOR DEMOLITION FOR REMODELING . . . . . . . . . . . 2 DIVISION 6 WOOD AND PLASTICS SECTION 06100 ROUGH CARPENTRY . . . . . . . . . . . . . . . . . . . 3 DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07210 BUILDING INSULATION . . . . . . . . . . . . . . . . . 2 SECTION 07900 JOINT SEALERS . . . . . . . . . . . . . . . . . . . . 3 DIVISION 8 DOORS AND WINDOWS SECTION 08110 STEEL DOOR FRAMES . . . . . . . . . . . . . . . . . . 3 SECTION 08211 WOOD DOORS . . . . . . . . . . . . . . . . . 3 SECTION 08710 FINISH HARDWARE . . . . . . . . . . . . . . . . . 5 DIVISION 9 FINISHES SECTION 09250 GYPSUM BOARD SYSTEMS . . . . . . . . . . . . . . . . 3 SECTION 09510 ACOUSTICAL CEILINGS . . . . . . . . . . . . . . . . 4 SECTION 09650 RESILIENT 'BASE . . . . . . . . . . . . . . . . . . . . 2 SECTION 09680 CARPETING . . . . . . . . . . . . . . . . . . 3 SECTION 09900 PAINTING . . . . . . . . . . . . . . . . . . . . . 5 DIVISION 15 MECHANICAL SECTION 15000 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL . . . 3 SECTION 15200 PIPING AND ACCESSORIES . . . . . . . . . . . . . . 2 SECTION 15235 HEATING WATER SYSTEMS . . . . . . . . . . . . . 1 SECTION 15280 FIRE PROTECTION SPRINKLER SYSTEM . . . . . . . . . 4 SECTION 15320 AIR DISTRIBUTION . . ... . . . . . . . . . . .: 4 SECTION 15330 HANGARS AND SUPPORTS . . . . . . . . . . . 2 SECTION 15400 INSULATION . . . . . . . . . . . . . . . 2 8601-94 TABLE OF CONTENTS - 1 PAGES SECTION 15600 TESTING, ADJUSTING AND BALANCING MECHANICAL SYSTEMS . 1 SECTION 15700 TEMPERATURE REGULATION . . . . . . . . . . . . . . 4 DIVISION 16 ELECTRICAL SECTION 16000 ELECTRICAL SPECIFICATIONS . . . . . . . . . . . . . . . 2 tV AR r5f, OF DWAYNE R. AGNEW / '$ Z ""* . ' 12112 BLS �k � 37645 � OF 2 28 1 8601-94 TABLE OF CONTENTS - 2 SECTION 01010 SUMMARY OF WORK PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions of the ` Agreement, Special Conditions and Division l - General Requirements apply to the work of this Section. r 1.2 SECTION INCLUDES A. Contractor use of site. B. Work sequence. C. Work by Owner and Owner supplied products. 1.3 PROJECT DESCRIPTION A. Phased ground floor alterations and shell space "finish out" of existing municipal office building. 1.4 CONTRACTOR USE OF SITE A. Limit use of site and premises to allow: 1. Owner occupancy. 2. Use of site and premises by public. B. Construction Operations: Limited to areas noted on Drawings. _ C. Utility Outages and Shutdown: Limited; contact Architect a minimum of 7 days prior to scheduled shutdown or outage that would affect normal business operation in any way. 1.5 WORK SEQUENCE A. Construct Work in phases to accommodate Tenant/Owner's requirements. Coordinate construction schedule and operations with Architect. 1.6 WORK BY OWNER AND OWNER SUPPLIED PRODUCTS, A. All systems furniture and associated work is by Owner. Contractor will coordinate systems furniture demolition, relocation and erection with Owner. — PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 8601-94 SUMMARY OF WORK 01010 - 1 SECTION 01047 r ALTERATIONS, PREPARATION AND PATCHING _ r PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General. Conditions of the Agreement, Special Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES C A. Requirements and limitations for cutting and patching of Work. r 6 B. Requirements to alter, cut, patch and prepare existing substrates to properly join and finish with new and existing construction. r- f: 1.3 RELATED SECTIONS A. Section 01010 - Summary of Work: Work by Owner or by separate contractors. B. Section 01300 - Submittals. C. Section 01400 - Quality Control. ,.. D. Section 01600 - Materials and Equipment: Product options and substitutions. E. Section 02072 - Minor Demolition for Remodeling. F. Individual Product Specification Sections: 1. Altering, preparing and patching incidental to work of the section. -- 2. Advance notification to other sections of openings required in POO work of those sections. 3.Requirements of this section also apply to mechanical and electrical installations. Refer to Division 15 and Division 16 Sections for other requirements and limitations applicable to altering and patching mechanical and electrical installations. 1.4 SUBMITTALS A. Submit written request in advance of cutting or alteration which affects: .� 1. Structural integrity of any element of Project. l2. Integrity of weather exposed or moisture resistant element. 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. C 5. Work of Owner or separate contractor. B. Include in request: 1. Identification of Project. 2. Location and description of affected Work. 3. Necessity for cutting or alteration. 4. Description of proposed Work and Products to be used. 5. Alternatives to cutting and patching. 6. Effect on work of Owner or separate contractor. 7. Written permission of affected separate contractor. 8. Date and time work will be executed. ,. 8601-94 ALTERATIONS, PREPARATION AND PATCHING 01047 - 1 PART 2 PRODUCTS 2.1 MATERIALS A. Primary Products: Those required for original installation. $. As specified in product sections; match existing products and work for patching and extending work. C. Product Substitution: For any proposed change,in materials, submit request for substitution described in Section 01600. PART 3 EXECUTION 3.1 GENERAL _ A. Remove, alter, prepare, cut, and patch work in a manner to minimize damage and to provide a means of restoring products and finishes to original condition unless otherwise specified. B. Remove existing construction as required to provide for installation of new work-, whether or not existing construction is specifically shown to be removed or altered. C. Prepare substrate to receive new finish, or if not scheduled for new finish, to match existing adjacent finishes. D. Remove existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting, patching and preparation required to restore surfaces to their original condition. 3.2 EXAMINATION A. Examine existing conditions prior to commencing Work, including elements subject to damage or movement during altering, preparing and patching. B. After uncovering existing Work, assess conditions affecting performance of work. C: Beginning of alteration, preparation or patching means acceptance of existing conditions. D. Identify any hazardous substance or condition exposed during the work to the Architect/Engineer for decision or remedy. 3.3 PREPARATION A. Provide temporary supports to ensure structural integrity of the Work. Provide devices and methods to protect other portions of Project from damage. B. Provide protection from elements for areas which may be exposed by uncovering work. C. Maintain excavations free of water. D. Employ skilled and experienced installer to perform cutting and patching. 3.4 CUTTING A. Cutting includes the removal and disposal of existing construction to provide for the installation of new work. 8601-94 ALTERATIONS, PREPARATION AND PATCHING 01047 - 2 B. Execute cutting and fitting, including excavation and fill, to complete the Work. C. Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. D. Cut rigid materials using masonry saw or core drill. Pneumatic tools are not allowed without prior approval. E. Use hand or small power tools designed for sawing or grinding, not . hammering and chopping. F. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. G. Avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed.surfaces. H. By-pass utility services such as pipe -or conduit, before cutting. I. Where services are shown or required to be removed, relocated or abandoned, cut-off pipe or conduit in walls, floor, ceiling or partitions to be removed. J. Cap, valve or plug and seal the remaining position of pipe or conduit to prevent entrance of moisture or other foreign matter after by- passing and cutting. K. Uncover work to install improperly sequenced work. L. Remove and replace defective or non -conforming work. M. Remove samples of installed work for testing when requested. N. Provide openings in the Work for penetration of mechanical and electrical work. 0. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight -exposed surfaces. 3.5 PATCHING A. General: Patching includes the closure of openings and penetrations in existing construction to receive new finishes. B. Patch existing substrates using methods least likely to damage elements to be retained or adjoining construction. C. Close openings and penetrations in existing walls, floors and ceilings scheduled to remain that will be concealed by new walls, floors, ceilings and finishes. D. Execute patching to complement adjacent Work. E. Fit Products together to integrate with other Work. F. Execute work by methods to avoid damage to other Work, and which will provide appropriate surfaces to receive patching and finishing. G. Employ original installer to perform patching for weather exposed and moisture resistant elements, and sight -exposed surfaces. H. Fill openings left from demolition work and cutting. I. Fit work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. J. At penetrations of non -rated and fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire resistant material to full thickness of the penetrated element. K. Use new materials that are identical to existing, or if not available, use those materials that are equivalent in size, shape, thickness, performance and intent of existing materials. L. Securely attach and anchor patching materials to existing substrates. 8601-94 ALTERATIONS, PREPARATION AND PATCHING 01047 - 3 3.6 SUBSTRATE PREPARATION A. General: Preparation, of patched or exposed surfaces (left from demolition or alterations) includes the readying of substrates to receive scheduled new finishes,' or if not scheduled, .to match existing adjacent finishes. B. Remove mechanical anchors and other obstructions below finished surface and fill opening flush with surface to receive new finish. C. Completely remove mastics, 'adhesives and other types of anchoring systems which would impact final finishes.- D. Prepare surfaces to "as new" condition before final finishing. 3.7 FINISHING A. General: Finish properly prepared surfaces as scheduled, or if not scheduled, to match existing adjacent finishes. B. Conform to workmanship requirements of the appropriate sections of the specification for new material requirements. C. Restore exposed finishes of patched and prepared areas and extend '— finish restoration into retained,adjoining construction in a manner that will eliminate evidence of patching and refinishing. D. In areas which have modular finish systems, existing units which are to be removed can be reused for required patching and finishing if such materials will provide a more uniform and finished look than new materials. E. Where new'work abuts or aligns with existing, perform a smooth and even transition. Patched work to match existing adjacent work in texture and appearance. F. When finished surfaces are cut so that a smooth transition with new work is not possible, terminate existing surface along a straight line at a natural line of division and make recommendation to Architect. G. Where a change of plane of 1/4 inch or more occurs, submit recommendation for providing a smooth transition for Architect to review and request instructions from Architect. H. Where new work is installed or existing finishes disturbed and required to be refinished, refinish such areas with the following as minimum requirements: 1. Wall From floor to ceiling and between nearest corners 2. Ceiling: The complete plane. 3. Floor: The complete plane unless otherwise shown or unless an acceptable matching repair can be made. 4. Base and Trim: Between nearest corners. 5. Opening: Entire unit including frame. — 3.8 CLEANING A. Thoroughly clean areas and spaces where alterations, cutting, ~ patching and preparation is performed or used as access. END OF SECTION 8601-94 ALTERATIONS, PREPARATION AND PATCHING 01047 - 4 SECTION 01300 SUBMITTALS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions of the Agreement, Special Conditions and Division 1 - General Requirements apply to the work of this Section.. 1.2 SECTION INCLUDES A. Submittal procedures. B. Construction progress schedules. C. Proposed products list. D. Shop drawings. E. Product data. F. Samples. G. Manufacturers' instructions. H. Manufacturers' certificates. 1.3 SUBMITTAL.PROCEDURES A. Transmit each submittal with Contractor's standard transmittal letter including Contractor's name, address and phone number. B. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail number(s), and specification Section number, as appropriate. C. Apply Contractor's stamp, signed or initialed certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, -is in accordance with the requirements of the Work and Contract Documents. D. Schedule submittals to expedite the Project, and deliver to Architect at his business address. Coordinate submission of related items. E. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. F. Provide space for Contractor and Architect review stamps. G. Revise and resubmit submittals as required, identify all changes made since previous submittal. H. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. 1.4 RESUBMITTAL REQUIREMENTS A. Revise initial submittal as required and resubmit to meet requirements as specified. B. Mark as RESUBMITTAL. 1.5 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial progress schedule in duplicate within 15 days after date established in Notice to Proceed for Architect review. 8601-94 SUBMITTALS 01300 - 1 B. Revise and resubmit as required. C. Submit revised schedules with each application for Payment, identifying changes since previous version. D. Submit a horizontal bar chart with separate line for each section of Work, identifying first work day of each week. E. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration. F. Indicate estimated percentage of completion for each item of Work at each submission. G. Indicate submittal dates required for shop drawings; product data, samples, and product delivery dates, including those furnished by Owner. 1.6 SHOP DRAWINGS A. Submit in the form of one reproducible transparency and one opaque reproduction. B. Drawing size shall be minimum 8% x 11 inches and maximum of 30 x 42 inches. C. Details shall be drawn to a minimum size of 1% inches equal to 1 foot. 1.7 PRODUCT DATA A. Submit the number of copies which the Contractor requires, plus three copies which will be retained by the Architect. B. Mark each copy to identify applicable products, models, options, and other data. C. Include recommendations for application and use, compliance with specified standards of trade associations and testing agencies. D. Include notation of special coordination requirements for interfacing with adjacent work. E. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents 'described in Section 01700 - Contract Closeout. 1.8 SAMPLES A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. B. Submit samples of finishes from the full range of manufacturers' standard colors or in custom colors, textures, and patterns, as specified, for Architect's selection. C. Where variations in color, pattern or texture are inherent in the material or product, submit multiple samples to indicate the approximate range or variations.. D. Include full Project information and identification of manufacturer, model number, type, style and color on each sample. E. Submit the number or samples specified in individual specification Sections; one of which will be retained by Architect. F. Reviewed samples which may be used in the Work are indicated in individual specification Sections. 8601-94 SUBMITTALS 01300 2 1.9 MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data. B. Identify conflicts between manufacturers' instructions and Contract Documents. 1.10 MANUFACTURER'S CERTIFICATES A. When specified -in, individual specification Sections, submit manufacturers' certificate to Architect for review, in quantities specified for Product Data. B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Architect. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not used END OF SECTION 8601-94 SUBMITTALS 01300 - 3 SECTION 01400 QUALITY CONTROL PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions of the Agreement, Special Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Quality assurance and control of installation. B. References, 1.3 QUALITY ASSURANCE/CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of specified quality. F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. 1.4 REFERENCES A. Obtain copies of standards when required by Contract Documents. B. Should specified reference standards conflict with Contract Documents, request clarification for Architect before proceeding. C. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used. END OF SECTION 8601-94 QUALITY CONTROL 01400 - 1 r SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions of the Agreement, Special Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water, and sanitary facilities. B. Temporary Controls: Barriers, enclosures and fencing, protection of the Work, and water control. C. Construction Facilities: Parking and progress cleaning. 1.3 RELATED SECTIONS A. Section 01700 - Contract Closeout: Final cleaning. 1.4 TEMPORARY ELECTRICITY A. Connect to existing power source for Construction Operations. B. Owner to pay cost of energy. Contractor to pay cost of temporary connection. C. Power Service Characteristics: As -required for the job. D. Provide power outlets for construction operations, with branch wiring and distribution boxes located as required. Provide flexible power cords as required. E. Provide .main service disconnect and overcurrent protection at convenient location in conformance with National Electrical Code. F. Permanent convenience receptacles may be utilized during construction. 1.5 TEMPORARY LIGHTING A. Provide and maintain lighting for construction operations to achieve a minimum lighting level of 2 watt/sq ft. B. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required. C. Maintain lighting and provide routine repairs. D. Permanent building lighting may be utilized during construction. 1.6 TEMPORARY HEAT A. Provide and pay for heating devices and heat as required to maintain specified conditions for construction operations. B. Prior to operation of permanent equipment for temporary heating purposes, verify that installation is approved for operation, !' equipment is lubricated and filters are in place. Provide and pay 8601-94 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 1 1' for operation, maintenance, and regular replacement of filters and worn or consumed parts. C. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress, unless indicated otherwise in specifications. 1.7 TEMPORARY VENTILATION A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. 1.8 TEMPORARY WATER SERVICE A. Connect to existing water source for construction operations. B Owner will pay cost of water used. Exercise measures to conserve water. C. Extend branch piping with outlets located so water is available by hoses with threaded connections.' 1.9 TEMPORARY SANITARY FACILITIES A. Coordinate use of existing facilities with Owner. Provide and maintain required enclosures. B. Existing facilities shall be designated for use by construction workers. 1.10 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities B. Protect non -owned vehicular traffic, stored materials, site and structures from damage. 1.11 PROJECT SIGNAGE _ A. Contractor and Sub -Contractors may use one combined sign measuring 4 feet wide and 8 feet high mounted securely to sign posts. If a sign is used, the architect shall review wording and location before sign is to be installed. B. Contractor shall install architect's furnished job sign on contractor supplied signposts as directed. — 1.12 EXTERIOR ENCLOSURES A. Provide temporary insulated weather -tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification — Sections, and to prevent entry of unauthorized persons. Provide access doors with self -closing hardware and locks. 1.13 INTERIOR ENCLOSURES A. Provide temporary partitions and ceilings as required to separate 8601-94 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 2 _ r., t and moisture into Owner occupied areas, and to prevent damage to existing material and equipment and maintain fire protection. B. Construction: Framing and reinforced polyethylene or plywood sheet materials with closed joints and sealed edges at intersections with r existing surfaces at non -rated enclosures and UL rated metal stud and gypsum wallboard construction at fire separations. 1.14 PROTECTION OF INSTALLED WORK A. Protect installed Work and provide special protection where specified in individual specification Sections. B. Provide temporary and removable protection for installed Products. control activity in immediate work area to minimize damage. C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. E. Prohibit traffic from landscaped areas. 1.15 PARKING A. Arrange for temporary parking areas to accommodate construction personnel with Owner. B. When site space is not adequate, provide additional. off -site parking. 1.16 PROGRESS CLEANING r A. Maintain areas free of waste materials, debris and rubbish. Maintain is site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl r. spaces and other closed or remote spaces prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Remove waste materials, debris, and rubbish from site and dispose off -site at intervals as required to maintain clean site. r 1.17 FIELD OFFICES AND SHEDS A. Office: Interior space maybe used by Contractor, coordinate location, size and available services with Owner. 1.18 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary above grade or buried utilities, equipment, facilities and materials as soon as permanent facilities can be utilized. B. Clean and repair damage caused by installation or use of temporary work. C. Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. 8601-94 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 3 No Text SECTION 01600 MATERIAL AND EQUIPMENT PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions of the Agreement, Special Conditions and Division 1 - General Requirements apply to the work -of this Section. 1•.2 SECTION INCLUDES A. Products. B. Transportation and handling. C. Storage and protection. D. Product options. E. Substitutions. F. Salvaged and relocated material. 1.3 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. _. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. 1.4 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery 1. Deliver materials, products and equipment to the project site in undamaged condition in manufacturer's original, unopened containers or packaging, with identifying labels intact and legible. 2. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. 3. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 4. Arrange deliveries in accord with the construction schedule and in ample time to facilitate inspection prior to installation to avoid unnecessary delays in the construction process. B. Storage 1. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather -tight, climate controlled enclosures. 2. For exterior storage of fabricated products, place on sloped supports, above ground. 3. Provide off -site bonded storage and protection when site does not permit on -site storage or protection. 4. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. 8601-94, MATERIAL AND EQUIPMENT 01600 - 1 C. Handling 1. Handle materials, products and equipment in a manner prescribed _ by manufacturer or specified to protect from damage during storage and installation. 1.5 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 1.6 SUBSTITUTIONS A. Instructions to Bidders specify time restrictions for submitting requests for Substitutions during the bidding period to requirements specified in -this Section. B. Substitutions may be considered when a product becomes unavailable -- through no fault of the Contractor. C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. D. A request constitutes a representation that the Bidder: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the Substitution as for the specified product. 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. 4. .Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Owner for review or redesign services associated with re -approval by authorities. E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to. the Contract Documents. F. Substitution Submittal Procedure: 1. Submit four copies of request for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. 3. The Architect will notify Contractor, in writing, of decision to accept or reject request. 1.7 SALVAGED AND RELOCATED MATERIAL A. Salvage 1. Materials indicated to be salvaged and relocated are to be removed using methods assuring no or minor damage. 8601-94 MATERIAL AND EQUIPMENT . 01600 - 2 B. Storage r 1. Store and protect products with labels intact and legible. Store sensitive products in weather -tight, climate controlled enclosures. 2. For exterior storage of salvaged products, place on sloped supports, above ground. 3. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. 4. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. 5. Provide off -site bonded storage and protection when site does not �.'. permit on -site storage or protection. Arrange storage• of products to permit access for inspection. Periodically inspect ` to assure products are undamaged and are maintained under specified conditions. r 6. Materials, products and equipment may be stored off site in a bonded and insured warehouse approved by the A-E and Owner. Pay all costs incurred for off -site storage facilities. Products !" properly stored in off -site storage facilities maybe included in progress pay requests with written approval of the Owner. C. Handling r 1. Handle materials, products and equipment in a manner to protect from damage during storage and installation. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not used END OF SECTION 8601-94 MATERIAL AND EQUIPMENT 01600 - 3 1 SECTION 01700 _ CONTRACT CLOSEOUT PART 1 GENERAL 1.1 RELATED DOCUMENTS _ A. The Drawings, General Provisions including General Conditions of the Agreement, Special Conditions and Division l - General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Closeout procedures. B. Final cleaning. C. Adjusting. D. Project record documents. —' E. Operation and maintenance data. F. Warranties. G. Spare parts and maintenance materials 1.3 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Architect's inspection. B. Provide submittals to Architect that are required by governing or other authorities. C. Submit final Application for Payment identifying total adjusted _ Contract Sum, previous payments, and sum remaining due. 1.4 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean interior and exterior glass and surfaces exposed to view; remove temporary labels, stains and foreign substances, polish — transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Clean equipment and fixtures to a sanitary condition. D. Replace filters of operating equipment. _ E. Clean debris from roofs, gutters, downspouts, and drainage systems. F. Clean site; sweep paved areas, rake clean landscaped surfaces. G. Remove waste and surplus materials, rubbish, and construction facilities from the site. H. Repair, patch and touch-up marred surfaces to match adjacent finishes. I. Clean ducts, blowers and coils if air conditioning units were operated during construction. 1.5 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 8601-94 CONTRACT CLOSEOUT 01700 - 1 r 1.6 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings. 2. Specifications. 3. Addenda. 4, Change Orders and other Modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. B. Store Record Documents separate from documents used. for construction. C. Record information concurrent with -construction progress. D. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: .1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 2. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 3. Field changes of dimension and detail. 4. Details not on original Contract Drawings. 5. Changes made by addenda and modification. F. Submit documents to Architect with claim for final Application for Payment. 1.7 OPERATION AND MAINTENANCE DATA A. Submit one copy 15 days prior to final inspection, bound in 8-1/2 x 11 inch text pages, three D side ring capacity binders with durable plastic covers. B. This copy will be returned after final inspection, with Architect comments. Revise content of documents as required prior to final submittal. C. Submit three final volumes revised within ten days after. final inspection. D. Prepare binder covers with printed title 'OPERATION AND MAINTENANCE INSTRUCTIONS-, title of project, and subject matter of binder when multiple binders are required. E. Internally subdivide the binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. F. Contents: Prepare a Table of Contents for each volume, with each Product or system description identified. G. Part 1: Directory, listing names, addresses, and telephone numbers of Architect, Contractor, Subcontractors, and major equipment suppliers. H. Part 2: Operation and maintenance instructions, arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following: 1. Significant design criteria. 2. List of equipment. 8601-94 CONTRACT CLOSEOUT 01700 - 2 3. Parts list for each component. 4. Operating instructions necessary for Owner to make full and efficient use of 'equipment including recommended maintenance and seasonal change -over procedures for HVAC systems. 5. Maintenance instructions for equipment and systems. 6. Maintenance instructions for finishes, including recommended cleaning methods and materials and special precautions identifying detrimental agents. I. Part 3: Project documents and certificates, including the following: 1. Shop drawings and product data. 2.Air and water balance reports-. 3. Certificates. 4. Photocopies of warranties and bonds. 1.8 WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Provide Table of Contents and assemble with metal prong binder in durable plastic presentation cover. D. Submit prior to final Application for Payment. E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. 1.9 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. B. Deliver to project site and place.in location'is directed; obtain receipt prior to final payment. PART 2 PRODUCTS Not used PART 3 EXECUTION Not used 8601-94 CONTRACT CLOSEOUT 01700 3 SECTION 02072 MINOR DEMOLITION FOR REMODELING PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions of the Agreement,._ Special Conditions and Division 1 General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Removal of designated building equipment and fixtures. B. Removal of designated construction. C. Identification of utilities. D. Temporary partitions to allow building occupancy. 1.3 PROJECT RECORD DOCUMENTS A. Accurately record actual locations of capped utilities, subsurface obstructions, and existing utilities to remain in service. 1.4 REGULATORY REQUIREMENTS A. Conform to applicable OSHA code for demolition work, safety of structure, dust control and worker safety. B. Obtain required permits from authorities. C. Notify affected utility companies before starting work and comply with their requirements. D. Do not close or obstruct egress width to exits. E, Do not disable or disrupt building fire or life safety systems without 3-day prior written notice to the Architect. F. Conform to procedures applicable when discovering hazardous or contaminated materials. 1.5 SUBMITTALS A. Submit demolition and removal procedure and schedule under provisions of Section 01300. B. Submit record drawings under provision of Section 01700. 1.6 EXISTING CONDITIONS A. Conduct demolition to minimize interference with adjacent building areas. Maintain protected egress and access at all times. B. Provide, erect and maintain temporary barriers and security devices. 1.7 SCHEDULING A. Coordinate phasing and scheduling with Owner. B. Describe demolition removal procedures and schedule. C. Perform work during normal working hours unless otherwise directed. 8601-94 MINOR DEMOLITION FOR REMODELING 02072 - 1 PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.1 PREPARATION A. Provide, erect and maintain temporarypartitions at locations indicated or as required to separate occupied areas from demolition areas. B. Provide, erect and maintain temporary partitions at exterior openings. C. Erect and maintain temporary partitions to prevent spread of dust, _ odors and noise to permit continued Owner occupancy. D. Protect existing materials and equipment which are not to be demolished. E. Prevent movement of structure; provide required bracing and shoring. F. Mark location of utilities. 3.2 DEMOLITION REQUIREMENTS A. Conduct demolition to minimize interference with adjacent occupied building areas. B. Cease operations immediately if structure appears to be in danger. Notify Owner and Architect. Do not resume operations until directed. C. Maintain protected egress and access to the Work. D. Remove materials to be re -installed or retained in manner to prevent damage. Retain all fixtures, equipment and materials which are reusable until control is relinquished by Owner. Store and protect under provisions of Section 01600. Such materials may be, but are not necessarily indicated on the drawings as "Salvage for relocation," "Salvage for Owner," or "Salvage." — Items may include, but are not limited to: 2. Millwork/casework. 3. Doors, frames and hardware. 4. Gypsum board systems components. 5. Light fixtures 6. Shelves. 7. Acoustical ceiling components. - -" 3.3 DEMOLITION A. Disconnect, remove, cap and identify designated utilities within demolition areas. B. Demolish in an orderly and careful manner. C. Protect existing supporting structural members. D. Except where noted otherwise, remove demolished materials from site. Do not burn or bury materials on site. E. Remove demolished materials from site as work progresses. Upon - completion of work, leave areas in clean condition. F. Remove temporary Work. END OF SECTION 8601-94 MINORDEMOLITIONFOR REMODELING 02072 - 2 SECTION 06100 ROUGH CARPENTRY PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, -General Provisions including General Conditions of the Agreement, Special Conditions and Division 1 General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Wood nailers and grounds for rough bucks. B. Wood blocking in walls for miscellaneous equipment. 1.3 REFERENCES A. PS 1 - Construction and Industrial Plywood B. PS 20 - American Softwood Lumber Standard ,C. AWPA-C2 - Standard Preservative Treatment of Lumber D. AWPA-C9 - Standard Preservative Treatment of Plywood E. ALSC - American Lumber Standards Committee: Softwood Lumber Standard. F. APA - American Plywood Association: Grades and Standards. G. FS TT-W-571 - Wood Preservation: Treating Practices. H. NFPA - National Forest Products Association. I. SFPA - Southern Forest Products Association. J. WCLIB - West Coast Lumber Inspection Bureau: Standard Grading Rules for West Coast Lumber. K. WWPA - Western Wood Products Association. L. MIL-L-1914-C - Lumber and Plywood, Fire Retardant Treated. M. ASTM E84-84 Test Method for Surface -burning Characteristics of Building Materials. 1.4 QUALITY ASSURANCE A. Rough .Carpentry Lumber: Visible grade stamp, of agency certified by National Forest Products Association (NFPA). B. Lumber Grading Agency: Certified by ALSC. �» C. Plywood Grading Agency: Certified by APA. i ` 1.5 SUBMITTALS A. Submit preserver's and fire retardant certification of compliance i with specified standards in accordance with Section 01300. 1.6 DELIVERY, STORAGE, AND HANDLING A. Protect items from weather while in transit. B. Store lumber and plywood in stacks with provision for air circulation. C. Protect bottom of stacks from contact with damp surfaces. rD. Protect exposed materials from weather. i 8601-94 ROUGH CARPENTRY 06100 - 1 1.7 SEQUENCING A. Coordinate location of milers, blocking, grounds and similar supports so that attached work will comply with design requirements. PART 2 PRODUCTS 2.1 ROUGH CARPENTRY MATERIALS A. Lumber Grading Rules: NFPA, SFPA, WCLIB, WWPA. B. Lumber: PS 20, S4S; graded in accordance. with established Grading -- rules; maximum moisture content of 19 percent; of following species.' and grades: 1. Non-structural Light Framing: No. 1 kiln dried structural grade. _ C. Softwood Plywood: PS 1; select sheathing grade, APA rated exterior C- C. D. Softwood Lumber: Yellow Pine species, No. 2 and, better grade, 19 percent maximum moisture content. E. Nails, Spikes and Staples: Galvanized for exterior locations, high humidity locations and treated wood; plain finish for other interior locations; size and type to suit application. F. Bolts, Nuts, Washers, Lags, Pins and Screws: Medium carbon steel; sized _to suit application galvanized for exterior locations, high humidity locations and treated wood; plain finish for other interior locations. -' G. Fasteners Toggle bolt type for anchorage to hollow masonry. Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolts or power activated type for anchorage to steel. Hot -dipped galvanized steel for exterior, high humidity, and treated wood locations; plain finish elsewhere; size and type to suit condition. ^ H. Anchors: Toggle bolt type for anchorage to hollow masonry. Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolts or ballistic fasteners for anchorages to steel. 2.2 WOOD TREATMENT A. Preservative pressure treat lumber and plywood with water -borne preservatives to comply with AWPA C2 and C9, respectively, and with requirements indicated below: 1. Wood for ground contact use: AWPB LP-22 2. Wood for above -ground use: AWPB LP-2 3. Treat sills, sleepers, blocking, furring, stripping and similar items in direct contact with masonry or concrete 4. Wood in contact with roofing/flashing materials. B. Fire Retardant: Chemically treated and pressure impregnated; capable of providing a maximum flame spread of not over 25 and show no evidence of progressive combustion. In addition, -the flame front shall not progress more than 10.5 feet beyond the center line of the burner at any time during the test. C. Shop pressure treat and deliver to site ready for installation, wood materials requiring pressure impregnated preservatives and U.L. fire rating. Provide U.L. approved identification on fire resistant treated material. 8601-94 ROUGH CARPENTRY 06100 - 2 PART 3 EXECUTION 3.1 WOOD TREATMENT A. Brush apply two coats of preservative treatment on wood in contact with cementitious materials, roofing, related metal flashings and other exterior locations. Apply preservative treatment in accordance with manufacturer's recommendations. Ensure site -sawn ends are similarly treated. Allow preservative to cure prior to erecting members. 3.2 FRAMING, FURRING, STRIPPING A. Set carpentry work to required levels and lines, with members plumb ., and true. B. Accurately cut and fit members. C. Securely attach carpentry work to substrates by anchoring and fastening as shown or as required by standards. D. Install fasteners without splitting of wood; predrill as required. E. Install five retardant treated wood at all interior and exterior wall locations used for hailers, grounds and blocking. F. Install preservative treated wood in contact with cementitious materials, roofing, related metal flashing and other exterior locations. END OF SECTION 8601-94 ROUGH CARPENTRY 06100 - 3 SECTION 07210 BUILDING INSULATION PART 1 GENERAL — 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions of the Agreement, Special Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Batt insulation with vapor barrier in exterior wall construction. — 1.3 REFERENCES A. ASTM 665 — Insulation Blankets, Thermal, Mineral Fiber for Ambient Temperatures. B. Surface Burning Characteristics: ASTM E84 C. Fire Resistance Ratings: ASTM E119 D. Combustion Characteristics: ASTM E136 1.4 SYSTEM DESCRIPTION A. Materials of this section: Provide continuity of thermal barrier at building enclosure elements in conjunction with thermal insulating _ materials in Section 07511. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data on product characteristics, performance criteria, limitations. C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. 1.6 DELIVERY, STORAGE AND HANDLING A. Protect insulations from physical damage and from becoming wet or soiled. Comply with manufacturer's recommendations for handling, storage and protection. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS - INSULATION MATERIALS A. Owens/Corning Corporation B. CertainTeed C. Substitutions: Under provisions of Section 01600 `8601-94 BUILDING INSULATION 07210 - 1 r r r 2.2 MATERIALS A. Insulation 1. Thermal a. Conformance: ASTM C 665 Type III, Class A - with membrane, glass fiber batt conforming to the following: 1) Type: Batts. 2) Thermal Resistance: Rll. 3) Width: To fit frame spacing 4) Facing: Foil -Scrim -Kraft with Fire Hazard Classification rating of 25 or less per ASTM E-84. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that substrate, adjacent materials, and insulation are dry and ready to receive insulation. 3.2 INSTALLATION A. Install insulation in accordance with insulation manufacturer's instructions. B. Install thermal batts in exterior wall spaces and ceiling/roof locations as indicated on the Drawings without gaps or voids. C. Trim insulation neatly to fit spaces. _ D. Fit insulation tight in spaces and tight to exterior side of mechanical and electrical services within the plane of insulation. Leave no gaps or voids. E. Tape seal butt ends, and tears or cuts in membrane. F. Install insulation with vapor barrier facing conditioned space. - 8601-94 END OF SECTION BUILDING INSULATION 07210 - 2 SECTION 07900 JOINT SEALERS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions of the Agreement, Special Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 SECTION INCLUDES A. Preparing sealant substrate surfaces B. Sealant and backing. 1.3 REFERENCES A. ANSI/ASTM D1056 - Flexible Cellular Materials Sponge or Expanded Rubber. B. ANSI/ASTM D1565 - Flexible Cellular Materials - Vinyl_ Chloride Polymers and Copolymers (Open -Cell Foam). C. ASTM C790 - Use of Latex Sealing Compounds. D. ASTM C804 - Use of Solvent -Release Type Sealants. E. ASTM C834 - Latex Sealing Compounds. F. FS TT-C-00598 - Calking Compound, Oil and Resin Base Type. G. FS TT-S-001657 - Sealing Compound, Single Component, Butyl Rubber Based, Solvent Release Type. H. FS TT-S-00227 Sealing Compound: Elastomeric Type, Multi -Component. I. FS TT-S-00230 - Sealing Compound: Elastomeric Type, Single Component. J. FS TT-S-001543 - Sealing Compound, Silicone Rubber Base. K. SWI (Sealing and Waterproofers Institute) - Sealant and Caulking Guide Specification. 1.4 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum ten years documented experience. B. Conform to Sealant and Waterproofers Institute requirements for materials. installation. 1.5 ENVIRONMENTAL REQUIREMENTS A. Do not install solvent curing sealants in enclosed building spaces. B. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. 1.6 SEQUENCING AND SCHEDULING A. Coordinate the work of this Section with all Sections referencing this Section. 8601-94 JOINT SEALERS 07900 1 1. 1.7 WARRANTY r �j A. Provide five year warranty. B. Warranty: Include coverage of installed sealants and accessories rM which fail to achieve air tight and watertight seal, exhibit loss of t adhesion or cohesion, or do not cure. PART 2 PRODUCTS 2.1 SEALANTS j" component. A. Type 1 Oil Based: FS TT-C-598, single B. Type 2 Acrylic Emulsion Latex: ASTM C834, single component. C. Type 3 Acrylic Sealant: FS TT-S-00230, Type II, Class A. r- D. Type 4 Butyl Sealant: FS TT-S-001657, black color. E. Type 5 Polysulfide Sealant: FS TT-S-00230, Type II - non -sag, Class A. F. Type 6 Polysulfide Sealant: FS TT-S-00227, I - self -leveling, Class A. G. Type 7 Polyurethane Sealant: FS TT-S-00230, Type II - non -sag, Class ,.. A. H. Type 8 Polyurethane Sealant: FS TT-S-00230, I - self -leveling, Class A. I. Type 9 Silicone Sealant: FS TT-S-01543, Class A, low modulus type; clear or white. 2.2 ACCESSORIES A. Primer: Non -staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Backing: ANSI/ASTM D1056; D1565;round, closed cell polyethylene foam rod; oversized 30 to 50 percent larger than joint width. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that joint openings are ready to receive work and field measurements are as shown on Drawings and recommended by the manufacturer. B. Beginning of installation means installer accepts existing substrate. 3.2 PREPARATION A. Clean and prime joints in accordance with manufacturer's instruc- tions. B. Remove loose materials and foreign matter which might impair adhesion of sealant. C. Verify that joint backing and release tapes are compatible with sealant. 8601-94 JOINT SEALERS 07900 - 2 D. Perform preparation in accordance with ASTM C804 for solvent release C790 for latex base sealants. E. Protect elements surrounding the work of this Section from damage or disfiguration. 3.3 INSTALLATION A. Perform installation in accordance with ASTM C804 for solvent release C790 for latex base sealants. B. Measure joint dimensions and size materials to achieve required width/depth ratios. • C. Install joint backing to achieve a neck dimension no greater than 1/3 the joint width. D. Install bond breaker where joint backing is not used. E. Apply sealant within recommended application temperature .ranges. _ Consult manufacturer when sealant cannot be applied within these temperature ranges. F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags: -- G. Tool joints concave. 3.4 CLEANING AND REPAIRING — A. Clean adjacent soiled surfaces. B. Repair or replace defaced or disfigured finishes caused by work of this Section. — 3.5 PROTECTION OF FINISHED WORK A. Protect sealants until cured. 3.6.SCHEDULE A. Interior and Exterior Joints Subject to Movement Including Masonry but Not Including Traffic: Type 7 or 9 at Contractor's option and as recommended by manufacturer for joint condition and sealant color. B. Interior and Exterior Horizontal Joints Subject to Foot and Vehicular Traffic: Type 5 or 7, self -leveling: C. Interior Horizontal and Vertical Joint not Subject to Movement (not _ including traffic): Type 6. D. In Contact with Roofing or Waterproofing Materials: Type 4, low modulus, unmodified. E. Unexposed Window Joints: Type 1, 2, 3 or 9. F. Exposed Window Joints: Type 6 or 9. G. Secondary Seal and Exterior Joint Secondary Seals: Type 5 Masonry Control. H. Expansion Control at Joints in Structure Walls and Floors: Provide Type 7 polyurethane sealant for surface seals. I. Countertops and Backsplash: Type 9. _ END OF SECTION 8601-94 JOINT SEALERS 07900 - 3 7 SECTION 08211 WOOD DOORS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions of the Agreement, Special Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 WORK INCLUDED A: Wood doors fire rated and non -rated. 1.3 REFERENCES A. NWMA I.A.1 - Industry Standard for Wood Flush Doors (Includes Standards I.S.1.1. through I.I.S.1.7). B. ANSI A135.4 - Basic Hardboard. C. ASTM E90 - Measurement of Airborne Sound Transmission Loss of Building Partitions. D. ASTM E152 - Methods of Fire Tests for Door Assemblies. E. AWI - Quality Standards of Architectural Woodwork Institute. F. NFPA 80 - Fire Doors and Windows. G. NFPA 252 - Standard Method of Fire Tests for Door Assemblies. H. UL 10B - Fire Tests of Door Assemblies. 1.4 QUALITY ASSURANCE A. Conform to requirements of AWI Quality Standard Section 1300, Custom Grade. - B. Fire Door Construction: Conform to ASTM E 152, NFPA 252, and UL10B. C. Installed Doors: Conform to NFPA 80 for fire rated class indicated. 1.5 REGULATORY REQUIREMENTS A. Conform to applicable code for fire rated doors. 1.6 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data. 1. Indicate door elevations, stile and rail reinforcement, internal blocking for hardware attachment. 2. Indicate door core materials and construction; veneer species, type and characteristics, 3. Manufacturer's standard printed installation instructions. C. Certificates 1. Manufacturer's standard certificate that doors meet or exceed specified acoustic and fire rated requirements. 8601-94 WOOD DOORS 08211 - 1 'I 1.7 DELIVERY, STORAGE, AND HANDLING - A. Protect doors with resilient packaging, sealed with heat shrunk plastic. Break seal on site to permit ventilation. B. Package, deliver, and store doors in accordance with AWMA requirements. 1.8 PROJECT CONDITIONS A. Relative humidity in building shall be below '15 percent prior to installation of doors. B. Condition doors to average prevailing humidity in installation area prior to hanging. 1.9 FIELD MEASUREMENTS A. Verify field measurements. r B. Coordinate the work with door opening construction, door frame and door hardware installation. 1.10 COORDINATION A. Coordinate work under provisions of Section 01300. — 1.11 WARRANTY A. Provide lifetime manufacturer's warranty. -' PART 2 PRODUCTS — 2.1 MATERIALS A. Flush Interior Doors: 1-3/4 inches thick; solid core construction; w wood veneer faces, fire rated as indicated. B. Solid, Non -Rated Core: AWI Section 01300, PC -Particle -board. C. Solid, Fire Rated Core: AWI Section 01300, Type FD 1-1/2, FE 3/4, or FD 1/3 as scheduled. D. Facing Quality: AWI Custom Grade. E. Flush Interior Door Veneer: Red Oak. species wood to match existing — plaw sliced grain, for transparent finish. 2.2 ADHESIVES A. Interior Doors: AWI, ANSI/NHWA, Type II. 2.3 FABRICATION -- A. Fabricate non -rated doors in accordance with AWI Quality Standards NWMA I.S.1 requirements. _ B. Fabricate fire rated doors in accordance with AWI Quality Standards NWMA I.S.1 and to UL 10B requirements. Attach fire rating label to door edge. C. Provide flush doors with 1-1/2 inch thick edge strips of wood — species to match face veneer. D. Premachine doors for finish hardware. 8601-94 WOOD DOORS 08211 - 2 PART 3 EXECUTION 3.1 EXAMINATION A. Verify frame opening conditions under provisions of Section 01039. B. Verify that opening sizes and tolerances are acceptable. C. Do not install doors in frame openings that are not plumb or are out -of -tolerance for size or alignment. 3.2 INSTALLATION A. Install doors in accordance with manufacturer's instructions. B. Trim non -rated door width by cutting equally on both jamb edges. C. Trim non -rated door height by cutting equally on top and bottom edges to a maximum of 3/4 inch. D. Trim fire door width and height in accordance with NFPA 80. E. Pilot drill screw and bolt holes. Use threaded through bolts for half surface hinges. F. Prepare doors to receive finish hardware in accordance with ANSI/AWMA requirements. G. Conform to ANSI/AWMA requirements for fit tolerances. H. Coordinate installation of doors with installation of frames specified in Section 08110 and hardware specified in Section 08710. 3.3 INSTALLAT'ION TOLERANCES A. Maximum Diagonal Distortion: 1/8 inch measured with straight edge, corner to corner. 3.4 ADJUSTING AND CLEANING A. Adjust work under provisions of Section 01700. B. Adjust for smooth and balanced door movement. 8601-94 END OF SECTION WOOD DOORS 08211 - 3 7 SECTION 08710 FINISH HARDWARE PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions of the Agreement, Special Conditions and Division 1 -,General Requirements apply to the work of this Section. _ 1.2 WORK INCLUDED A. All finish hardware necessary for completion of project, and as specified herein. 1.3 QUALITY ASSURANCE A. Manufacturers Qualifications 1. Companies specializing in manufacturing door hardware with _ minimum three years experience. B. Regulatory Requirements 1. Fire Door Hardware a. Hardware shall conform to and be furnished in accordance with Y the requirements of NFPA 80 and 101 for doors shown, scheduled, or specified to be in a fire rated wall or to, receive a UL-label. _ b. In case of conflict between the type of hardware specified in these specifications or the type required for fire protection, the type required by NFPA shall be furnished. 1.4 REFERENCES A. ANSI A115.2-1980 - Door and Frame Preparation for Bored Locks. B. ANSI A117.1 Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. C. ANSI A156.1-1981 - Butts and Hinges. D. ANSI A156.2-1983 - Bored and Preassembled Locks and Latches. E. ANSI A156.3-1984 - Exit Devices. F. ANSI A156.4-1986 - Door Controls - Closers. G. ANSI A156.5-1984 - Auxiliary Locks & Associated Products. H. ANSI A156.6-1986 - Architectural Door Trim. I. ANSI A156-7-1981 - Template Hinge Dimensions. J. ANSI A156.16-1981 - Auxiliary Hardware. _ K. ANSI A156.18-1984 - Materials and Finishes. L. BHMA Directory of Certified Locks & Latches. M. BHMA Directory of Certified Door Closers. N. DHI Keying - Procedures, Systems and Nomenclature. 0. DHI Recommended Locations for Builders' Hardware for Standard Steel Doors and Frames. P. DHI Recommended Locations for Builders' Hardware for Custom Steel Door and frames. Q. DHI Installation Guide for Doors and Hardware. R. NFPA 80 - Fire Doors and Windows. r 8601-94 FINISH HARDWARE 08710 - 1 S. NFPA 101 - Code for Safety to Life from Fire in Buildings and r Structures. I T. NFPA 105 - Installation of Smoke and Draft Control Door Assemblies. U. Code of Federal Regulations (CFR) - 36 CFR Part 1191 - Americans with Disabilities Act (ADA). 1.5 SUBMITTALS A. Certificates of Compliance 1. Submit certificates of compliance attesting that hardware items conform to the ANSI or BHMA standards under which the items are specified. 2. A statement that the proposed hardware items appear in the current applicable BHMA directories of certified products may be submitted in lieu of certificates. 3. Fire Rated Doors: Submit certificates of compliance, attesting that doors which are indicated, scheduled, or specified to be fire rated are fitted with the required hardware (i.e. active latch bolts, self -closing devices) and operate in accordance with the requirements of NFPA 80 and 101. Certificates shall identify all such doors. 4. Submit manufacturer's certificate that fire rated hardware meets or exceeds specified requirements. B. Hardware Schedule 1. The schedule shall include for each item: the quantities; manu- facturer's name and catalog numbers; sizes; detail information or catalog -cuts; finishes; door and frame size and materials; location and hardware set identification cross-references to drawings; lock trim material thicknesses; lock trim material evaluation test results; corresponding ANSI or BHMA standard type number or function number from manufacturer's catalog if not covered by ANSI or BHMA; and list of abbreviations and template numbers. 2. Indicate locations and mounting heights of each type of hardware. 3. Indicate lock side of single cylinder doors. 4. Where double cylinder functions are used or where it is not obvious which is the key side of a door, appropriate instructions shall be included with the lock and on the hardware schedule. C. Product Data 1. Provide product data on specified hardware. 2. Submit manufacturer's parts lists, templates, and installation instructions. 3. Submit operation and maintenance data including data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance. D. Keying Schedule 1. Keying schedule shall be developed in accordance with DHI Keying - Procedures, Systems and Nomenclature. 2. Before any hardware is delivered, a keying system shall be prepared and submitted to the Architect and Owner for approval. 1.6 DELIVERY, STORAGE AND HANDLING A. Hardware shall be delivered to the project site in the manufacturer's original packages. B. Each article of hardware shall be individually packaged in the manufacturer's standard commercial carton or container, and shall be 8601-94 FINISH HARDWARE 08710 -,2 properly marked or labeled to be readily identifiable with the approved hardware schedule. C. Each change key shall be tagged or otherwise identified with the door for which its cylinder is intended. 1.7 COORDINATION — A. Templates: Requirements for hardware to be mounted on metal doors or metal frames shall be coordinated between hardware manufacturer and door or frame manufacturer by use of templates and other information to establish location, reinforcement required, size of holes, and similar details. Templates of hinges shall conform to ANSI A156.7. — 1.8 WARRANTY . A. Provide five year warranty for door closers. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Hinges 1. Hager Hinge Co. B. Lock and Latches 1. Corbin Russwin C. Exit Devices 1. Sargent Mfg. Co. D. Closers 1. LCN. E. Door Stops/Bumpers 1. Builders Brass Works (BBW). F. Substitutions: Under provisions of Section 01600. 2.2 PRODUCTS A. Accessories 1. Special Tools: Special tools shall be provided, such as. spanner and socket wrenches and dogging keys, required to adjust hardware items. 2.Fastenings: Fastenings of proper type, size, quantity, and finish shall be supplied with each article of hardware. Machine screws and expansion shields shall be used for attaching hardware to concrete or masonry. Fastenings exposed to the weather in the finished work shall be of brass, bronze, or stainless steel. Sex bolts, through bolts, or machine screws and grommet nuts, where used on reverse -bevel exterior doors equipped with half -surface or full -surface hinges, shall employ one-way screws or other approved tamperproof screws.' _ B. Keying 1. Locks shall be keyed in sets or subsets. 2. Permanent keys shall be sent by the lock manufacturer directly to the Owner by registered mail or other approved means. 3. Door locks shall be keyed to existing system. 4. Supply keys in the following quantities: a. 2 keys for each lock 8601-94 FINISH HARDWARE 08710 - 3 5. The keys shall be furnished .to the Owner arranged in sets or r" subsets as scheduled. 6. Lock cylinders will not be removable core type.. Match Owner's existing Corbin keying system. F ft PART 3 EXECUTION 3.1 INSPECTION A. Verify that doors and frames are ready to receive work and dimensions are as indicated on shop drawings. B. Beginning of installation means acceptance of existing conditions. 3.2 INSTALLATION A. General 1. Hardware shall be located in accordance with DHI Recommended Locations for Builders' Hardware for Standard Steel Doors and Frames and DHI Recommended Locations for Builder's Hardware for Custom Steel Doors and Frames. 2. When approved, slight variations in locations or dimensions will be permitted. 3. Installation shall be in accordance with DHI Installation Guide for Doors and Hardware. 4. Door control devices for doors such as closers and holders, shall normally attach to doors with thru bolts such as sex bolts and nuts. -- 5. Hardware for labeled fire doors shall be installed in accordance with the requirements of NFPA 80 and NFPA 105. 6. Conform to ANSI A117.1 for positioning requirements for the handicapped. B. Door -Closing Devices 1. Door -closing devices shall be installed and adjusted in accordance with the templates and printed instructions supplied by the manufacturer of the devices. 2. Insofar as practicable, doors opening to or from halls and corridors shall have the closer mounted on the room side of the door. 3.3 HARDWARE SCHEDULE HEADING ¢1 Each to have 1 Lockset CL 3651 N2D x US10 Balance of hardware Existing, Salvaged, Reused Corbin Russwin 8601-94 FINISH HARDWARE i, 08710 - 4 HEADING #2 Each leaf to have 1 Wall Stop WC12T x US10B BBW 1.5 pr. Hinges BB1279 4.5 x 4.5 x US10B Hager 1 Lockset CL 3651 N2D x US10B Corbin Russwin 3 Silencers W-07 BBW HEADING #3 Each leaf to have 1 Wall Stop WC12T x US10B BBW 1.5 pr. Hinges BB1279 4.5 x 4.5 x US10B Hager 1 Lockset CL 3651 N2D x US10B Corbin Russwin 3 Silencers W-07 BBW 1 Closer DC 3200 x US10B Corbin Russwin HEADING #4 Each leaf to have 1 Wall Stop WC12T x US10B BBW 1 Exit Device ED 9200 x US10B Corbin Russwin 1.5 pr. Hinges BB1279 4.5 x 4.5 x US10B Hager 3 Silencers W-07 BBW 1 Closer DC 3200 x US10B Corbin Russwin END OF SECTION 8601-94 FINISH HARDWARE 08710 - 5 SECTION 09250 4 GYPSUM BOARD SYSTEMS PART 1 GENERAL 1.1 REIATED DOCUMENTS j: A. The Drawings, General Provisions including General Conditions of the Agreement, Special Conditions and Division 1 - General Requirements rw apply to the work of this Section. 1.2 WORK INCLUDED A. Metal stud wall framing and furring (Non Load -Bearing). B. Gypsum board. C. Prefinished vinyl faced gypsum board. 1.3 REFERENCES A. ANSI/ASTM C36 - Gypsum Wallboard. B. ANSI/ASTM C645 - Non -Load (Axial) Bearing Steel Studs, Runners (Track), and Rigid Furring Channels for Screw Application of Gypsum Board. C. ANSI/ASTM C646 - Steel Drill Screws for the Application of Gypsum Sheet Material to Light Gage Steel Studs. D. ANSI/ASTM C754 - Installation of Framing Members to Receive Screw Attached Gypsum Wallboard, Backing Board, or Water Resistant Backing Board., E. ANSI/ASTM E119 - Fire Tests of Building Construction and Materials. F. GA-216 - Recommended Specifications for the Application and Finishing of Gypsum Board. G. ASTM C1002 - Steel Drill Screws for the Application of Gypsum Board. H. GA-201 - Gypsum Board for Walls and Ceilings. I. ASTM C840 - Application and Finish of Gypsum Board. 1.4 QUALITY ASSURANCE A. Applicator: Company specializing in gypsum board systems work with 3 years documented experience. B. Perform work in accordance with ASTM C840, GA-201 and GA-216. 1.5 REGULATORY REQUIREMENTS A. Conform to applicable codes for fire rated assemblies as follows: 1. Fire Rated Partitions: Listed assembly by UL. 1.6 SUBMITTALS A. Submit under provisions of Section 01300. B. Provide product data on metal framing, gypsum board, and accessories. C. Submit manufacturer's installation instructions. lG.. i 8601-94 GYPSUM BOARD SYSTEMS 09250 - 1 PART 2 PRODUCTS 2.1 FRAMING MATERIALS A. Interior Framing (Non Load -Bearing) 1. Studs and Tracks: ANSI/ASTM C645; galvanized sheet steel, 3-5/8" 25 gage or 2-1/2" 20 gage base metal or 1 5/8" 25 gage, "C' shape, 1-1/4" leg on stud and track, size as indicated on Drawings. 2.2 GYPSUM BOARD MATERIALS A. Fire Rated Gypsum Board: ANSI/ASTM C36; fire resistive type "X", UL rated; 5/8 inch thick, maximum permissible length; ends square cut,. tapered edges. B. Prefinished Vinyl Covered Gypsum Board 1. Core: ASTM C 36; fire rated type; 5/8 inches thick beveled edge, maximum permissible length; paper bound edges and ends square cut. 2. Facing: Vinyl .006 in. thickness vinyl fabric flame and smoke rated for NFPA Class B, in accordance with ASTM E119, color as selected, wrap long edges. 2.3 ACCESSORIES A. Corner Beads: Matching vinyl covered metal, match existing, concealed mounting. B. Edge Trim: Matching vinyl -'covered metal, match existing, concealed mounting. C. Control Joint: Equal to USG Zinc Control Joint #093. D. Anchorage: Tie wire, nails, screws and other metal supports, of type and size to suite application; to rigidly secure materials in place. E. Fasteners: ANSI/ASTM C1002, Type S12. F. Adhesive: ANSI/ASTM C557 and as recommended by the manufacturer. G. Cups: Concealed metal mounting clips equal to gold bond Durasan edge grip clip. PART 3 EXECUTION 3.1 INSPECTION A. Verify that site conditions are ready to receive work and opening dimensions are as indicated on shop drawings instructed by the manufacturer. B., Beginning of installation means acceptance of existing surfaces substrate. 3.2 INSTALLATION A. Framing 1. Install studding in accordance with ANSI/ASTM C754, GA-201 and GA-216. 2. Metal Stud Spacing: 16 inches on center. 3. Door Opening Framing: Install 16 ga stud at door frame jambs. Install stud tracks on each side of opening, at frame head height, and between studs and adjacent studs. 8601-94 GYPSUM BOARD SYSTEMS 09250'- 2 4. Blocking: Screw wood' -blocking to studs. Install blocking for support of hardware and other accessories. 5. Coordinate installation of bucks, anchors, blocking, electrical and mechanical work placed in or behind partition framing. B. Gypsum Board 1. Install gypsum board in accordance with manufacturer's instructions. 2. Erect single layer gypsum board vertically, with edges and ends occurring over firm bearing. 3. Use screens when fastening gypsum board mounting clips to metal furring or framing. 4. Place control joints consistent with lines of building spaces as indicated. 5. Place corner trim at all external corners. Use:. longest practical length. Place edge trim where gypsum board abuts dissimilar materials. C. Tolerances 1. Maximum Variation from True Flatness: 1/8 inch in 10 feet in any direction. END OF SECTION 8601-94 GYPSUM BOARD SYSTEMS 09250 - 3 SECTION 09510 ACOUSTICAL CEILINGS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions of the Agreement, Special Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 WORK INCLUDED A. Suspended metal grid ceiling system. B. Acoustical panels. C. Non -fire rated assemblies. D. Perimeter trim. 1.3 REFERENCES A. FS SS-S-118B Sound Controlling (Acoustical) Tiles and Panels. B. ASTM E 90-87 Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions. C. ASTM E 119-83 Fire Tests of Building Construction and Materials. D. ASTM E 413-87 Determination of Sound Transmission Class. E. ASTM C635 - Metal Suspension Systems for Acoustical Tile and Lay -in Panel Ceilings. F. ASTM C636 - Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay -in Panels. G. ASTM E1264 - Classification of Acoustical Ceiling Products. H. Ceiling and Interior Systems Contractors Association (CISCA) - Acoustical Ceilings: Use and practice. 1.4 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacture of -ceiling suspension system and ceiling panels with five years minimum experience. B. Installer: Company with three years minimum documented experience. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data 1. Provide product data on metal grid system components, acoustic units, accessories. 2. Submit manufacturer's standard printed installation instructions. C. Samples: Submit one sample, 6"'x 6" in size illustrating material, color and finish of each acoustical unit. D. Samples: Submit one sample each, 8 inches long, of suspension system main runner, cross runner and edge trim. 8601-94 ACOUSTICAL CEILINGS 09510 - 1 L r 1.6 DELIVERY, STORAGE AND HANDLING {' A. Deliver acoustical units to project site in original unopened packages. B. Store materials in enclosed space protected against damage from moisture, direct sunlight and surface contamination. C. Handle acoustic units carefully to avoid chipping edges or surface finish. 1.7 PROJECT CONDITIONS A. Maintain uniform temperature of minimum 60 degrees F., and humidity. of 20 to 40 percent prior to, during, and after installation. 1.8 SEQUENCING/SCHEDULING A. Sequence work under the provisions of Section 01010. B. Do not install acoustical ceilings until building is enclosed, sufficient heat is provided, dust generating activities have terminated, and overhead work is completed, tested, and approved. C. Schedule installation of acoustic units after interior wet work is dry and all overhead wiring for telephones and computer systems are complete. PART 2 PRODUCTS 2.1 MATERIALS A. Suspension Systems 1. Grid (Non -rated, Type G1) a. Conformance: ASTM C635, intermediate duty; components die t cut and interlocking with over -ride lip on cross -tee ends; 1% t inch high main tee; 1 inch high cross tee. b. Type: Exposed T, 9/16 inch wide. c., Grid Materials: Commercial quality cold rolled steel with prefinished exposed surfaces. d. Finish: Factory applied white baked enamel. 2. Accessories: Clips, splices, edge moldings and hold down clips as required for suspended grid system. B. Support Channels: Primed finish; size and type to suit application, to rigidly secure acoustic ceiling system including. integral mechanical and electrical components with maximum deflection of ll 1/360. C. Hanger Wire: Galvanized carbon steel; soft temper, prestretched; yield stress load at least three times design load, but not less than Il 12 gauge. D. Acoustic Ceiling Schedule: 1. System - C1 a. Size: 24 x 48 x 5/8 inches. b. Fire Hazard Classification: None. c. Edge: Square. d. Surface Color: White. e. Acceptable Products 1) Acoustone Corona #391 by USG. (Verify to match existing). T 2. System - C2 llll a. Size: 24 x 24 x 5/8 inches. 8601-94 ACOUSTICAL CEILINGS 09510 - 2 b. Fire Hazard Classification:. None. c. Edge: Square Tegular. d. Color: White. e. Surface: Stipple pattern. f. Acceptable Products: 1) Acoustone Corona #391 by USG. (Verify to match existing.) PART 3 EXECUTION 3.1 INSPECTION A. Verify that existing conditions are ready to receive work. B. Verify that layout of hangers will not interfere with other work., C. Beginning of installation means acceptance of existing conditions. 3.2 INSTALLATION A. Suspension System - 1. Install system in accordance with ASTM C636, manufacturer's instructions and as supplemented in this Section. 2. Install system capable of supporting imposed loads to a deflection of 1/360 maximum. 3. Install after major above -ceiling work is complete. 4. Coordinate the location of hangers with other work. 5. Hang system independent of walls, columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible displacement of face plane of adjacent members. 6. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest affected- hangers and related carrying channels to span the extra distance. 7. Center system on room axis leaving equal border units at parallel wall or as indicated by the Drawings. 8. Do not support components on main runners or cross runners if weight causes total dead load to exceed deflection capability. 9. Support fixture loads by supplementary hangers located within 6 inches of each corner; or support components independently. 10. Do not eccentrically load system, or produce rotation of runners. 11. Install edge molding at intersection of ceiling and vertical surfaces, using longest practical lengths. Miter corners. Provide edge moldings at junctions with other interruptions. B. Acoustic Units 1. Fit in place, free from damaged edges or other defects detrimental to appearance and function. 2. Lay units one way with pattern parallel to shortest room axis. 3. Fit border neatly against abutting surfaces. 4. Install level, in uniform plane, and free from twist, warp and dents. 5. Tegular edge panels less than a full panel shall have field cut tegular edges. Field paint exposed edges; 6. Cut panels to fit irregular grid and perimeter edge trim. C. Accessories 1. Install hold-down clips to retain panels tight to grid system within entry vestibules and at exterior applications. 8601-94 ACOUSTICAL CEILINGS 09510 - 3 3.3 TOLERANCES A. Variation from Flat and Level Surface: 1/8 inch -in 10 ft. B. Variation from Plumb of Grid Members Caused by Eccentric Loads: Two degrees maximum. 3.4 EXTRA STOCK A. Provide one full carton extra quantity of each type acoustic units specified to Owner at location designated. END OF SECTION Y i C 8601-94 ACOUSTICAL CEILINGS 09510 - 4 SECTION 09650 RESILIENT BASE PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions of the Agreement, Special Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 REFERENCES A. ASTM E84 - Surface Burning Characteristics of Building Materials. B. FS SS-W-40 - Wall Base: Rubber and Vinyl Plastic. 1.3 REGULATORY REQUIREMENTS A. Conform to applicable code for flame/fuel/smoke rating requirements of 26-75/0-450 in accordance with ASTM E84. 1.4 SUBMITTALS A. Shop Drawings and Product Data 1. Provide product data on specified products, describing physical and performance characteristics, sizes, patterns and colors available. 2. Submit manufacturer's standard printed installation instructions. 3. Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning, stripping, and re -waxing. 4. Submit cleaning and maintenance data. B. Submittals 1. Submit one sample 12 inches long for each base material. 1.5 ENVIRONMENTAL REQUIREMENTS A. Store materials for three days prior to installation in area of installation to achieve temperature stability. B. Maintain ambient temperature required by adhesive manufacturer three days prior to, during, and 24 hours after installation of materials. PART 2 PRODUCTS 2.1 MATERIALS A. Resilient Base (B1): 1. Conformance: 2. Thickness: 3. Size: 4. Type: 5. .Colors: FS-SS-W-40, Type I, rubber. .080 min. 4 inches high. Top set, coved. Selected from manufacturer's product range. 8601-94 RESILIENT BASE 09650 1 B. Accessories 1. Adhesive: Recommended by base manufacturer. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces are smooth and flat with maximum variation of 1/8 inch in 10 ft, and are ready to receive Work. B. Beginning of installation means acceptance of existing substrate and site conditions. 3.2 PREPARATION A. Vacuum clean substrate. B. Apply primer as recommended by adhesive manufacturer for substrate scheduled. 3.3 INSTALLATION A. Base Materials 1. Fit joints tight and vertical. Maintain minimum measurement of 18 inches between joints. 2. Miter internal corners. At external corners, "V" cut back of base and strip to 2/3 of its thickness and fold. 3. Install base on solid backing. Bond tight to wall and floor surfaces. 4. Scribe and fit to door frames and other interruptions. 3.4 CLEANING A. Remove excess adhesive from base and wall surfaces without damage. END OF SECTION 8601-94 RESILIENT BASE 09650 - 2 SECTION 09680 CARPETING PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions of the Agreement, Special Conditions and Division I— General Requirements applyto the work of this Section. 1.2 SECTION INCLUDES A. Glue down carpet and installation. 1.3 REFERENCES A. ASTM E84 Surface Burning Characteristics of Building Materials. B. ASTM D 418-82 Pile Yarn Floor Covering Construction. C. ASTM D 1335-67 Tuft Bind of Pile Floor Covering. D. ASTM D 1423-82 Twist in Yarns by the Direct -Counting Method. E. ASTM D 2257-80 Extractable Matter in Yarns. F. ASTM D 3936-80 Delamination Strength of Secondary Backing of Pile Floor Coverings. G. FS DDD-C-95 - Carpets and Rugs, Wool, Nylon, Acrylic, Modacrylic. H. FS DDD-C-0095 - Carpet and Rugs, Wool, Nylon, Acrylic, & Rev. A Modacrylic Polyester, Polypropylene. I. '(CPSC) Publication: 16 CFR 1630 Standard for the Surface Flammability of Carpet and Rugs. J. (AATCC) Test Methods: 16E-1982 Colorfastness to Light: Water -Cooled Rev 85 Xenon -arc Lamp, Continuous Light. K. AATCC Crockmeter Method: 165-1986 Colorfastness to Crocking. L. Carpet & Rug Institute Publication: CRI-104-1986 Installation of Textile Floorcovering Materials. M. ASTM D2859 - Test Method for Flammability of Finished Textile Floor Covering Materials. N. ASTM EG48 - Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source. 0. NFPA 253 - Test For Critical Radiant Flux of Floor Covering System. 1.4 SUBMITTALS A. Shop Drawings and Product Data 1. Provide product data on specified products, describing physical and performance characteristics; sizes, patterns, colors available, and method of installation. 2. Submit manufacturer' s, standard printed installation instructions. 3. Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning and shampooing. B. Samples 1. Submit one sample 12 x 12 inch in size illustrating color and pattern for each carpet material specified. 8601-94 CARPETING 09680 - 1 1.5 QUALITY ASSURANCE A. Manufacturer: Company specializing in woven carpet with ten years % minimum experience. B. Installer: Company with 5 years minimum documented experience. �1 1.6 REGULATORY REQUIREMENTS !" A. Conform to flame spread/ fuel contributed/ smoke developed for carpet flammability requirements of 26 - 75 / 0 / 0 - 450 in accordance with ASTM E84. ,�. B. Conform to NFPA 253 and ASTM E648, Class II for flooring radiant panel test. C. Conform to ASTM D2859 for surface flammability ignition test. 1.7 ENVIRONMENTAL REQUIREMENTS a A. Store materials for three days prior to installation in area of n installation to achieve temperature stability. B. Maintain minimum 70 degrees F ambient temperature three days prior to, during, and 24 hours after installation of materials. PART 2 PRODUCTS . 2.1 ACCEPTABLE MANUFACTURERS A. Carpet 1. Patcraft. B. Sub -floor Filler 1. W.W. Henry Co., Huntington Park, CA. 2. Substitutions: Under provisions of Section 01600. 2.2 CARPET MATERIAL A. Carpet (F): 1. Style: Matinee #687 093. 2. Weight: 26 oz/sq. yd. 3. Construction: Textured loop pile. 4. Installation: Direct glue. 5. Colors/Patterns: Match Existing. 2.3 ACCESSORIES A. Sub -Floor Filler: White premix latex; type recommended by carpet manufacturer. B. Primers and Adhesives: Waterproof; of types recommended by carpet manufacturer. C. Edge Strips: Vinyl type, smooth finish, color as selected from manufacturer's standard. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that substrate surfaces are smooth and flat with maximum variation of 1/8 inch in 10 ft and are ready to receive work. 8601-94 CARPETING 09680 - 2 B. Verify concrete floors are dry to a maximum moisture content'of 7 percent; and exhibit negative alkalinity, carbonization, or dusting. C. Beginning of installationmeans acceptance of existing substrate and site conditions. 3.2 PREPARATION A. Remove sub -floor ridges and bumps. Fill low spots, cracks, joints, holes, and other defects with sub -floor filler. B. Apply, trowel, and float filler to leave smooth, flat, hard surface. C. Prohibit traffic until filler is cured. D. Vacuum floor surface. 3.3 INSTALLATION A. Apply carpet and adhesive in accordance with manufacturers' instructions. B. Verify carpet match before cutting to ensure minimal variation between dye lots. C. Double cut carpet, to allow intended seam and pattern match. Make cuts straight, true, and unfrayed. D. Locate seams in area of least traffic. E. Fit seams straight, not crowded or peaked, free of gaps. F. Lay carpet on floors with run of pile in same direction, or as directed by manufacturer, for anticipated traffic. G. Do not change run of pile in any room where carpet is continuous through a will opening into another room. Locate change of color or pattern between rooms under door centerline. H. Cut and fit carpet around interruptions. I. Fit carpet tight to intersection with vertical' surfaces without gaps. 3.4 CLEANING A. Remove excess adhesive from floor, base, and wall surfaces without damage. B. Clean and vacuum carpet surfaces. 3.5 PROTECTION A. Prohibit traffic from carpet areas for 24 hours after installation. 8601-94 CARPETING 09680 - 3 i h i SECTION 09900 a; PAINTING r PART 1 GENERAL 1.1 RELATED DOCUMENTS r� r; r, A. The Drawings, General Provisions including General Conditions of the Agreement, --Special Conditions and Division 1 - General Requirements.apply to the work of this Section. 4, 1.2 WORK INCLUDED A. 'Surface preparation and field application of paints and coatings. 1.3 REFERENCES E..' A. ANSI/ASTM D16 - Definitions of Terms Relating to Paint, Varnish, Lacquer, and Related Products. B. ASTM D2016 - Test Method for Moisture Content of Wood. 1.4 DEFINITIONS A. Conform to ANSI/ASTM D16 for interpretation of terms used in this { Section. 1.5 QUALITY ASSURANCE A. Product Manufacturer: Company specializing in manufacturing quality and finish products with five years experience. _paint B. Applicator: Company specializing in commercial painting and finishing with three years documented experience. C. Perform work in accordance with ASTM C840, ASTM C475, and GA-216. �r 1.6 SUBMITTALS A. Submit under provision of Section 01300. B. Provide product data on all finishing products. C. Submit manufacturer's application instructions. 1.7 SAMPLES A. Provide wood sample panel, 6 x 6 minimum, each illustrating door finish. Provide 6" long metal sample illustrating door frame i finish. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Deliver products to site in sealed and labelled containers; inspect a to verify acceptance. D. Container labelling to include manufacturer's name, type of paint, brand name, brand code, coverage, surface preparation, drying time, 1 8601-94 PAINTING 09900 - 1 fl cleanup, color designation, and instructions for mixing and reducing. E. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in well ventilated area, unless required otherwise by manufacturer's instructions. F. Take precautionary measures to prevent fire hazards and spontaneous combustion. 1.9 ENVIRONMENTAL REQUIREMENTS A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 55 degrees F for 24 hours. before, during, and 48 hours after application of finishes, unless required otherwise by manufacturer's instructions. B.' Do not apply exterior coatings during rain or snow, or when relative humidity is above 50 percent, unless required otherwise by manufacturer's instructions. C. Minimum Application Temperature for Varnish Finishes: 65 degrees F for interior or exterior, unless required otherwise by manufacturer's instructions D. Provide lighting level of 50 ft candles measured mid -height at substrate surface. PART 2 PRODUCTS 2.1 MATERIALS A. Coatings: Ready mixed, except field catalyzed coatings. Process pigments to a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating. B. Coatings: Good flow and brushing properties; capable of drying or curing free of streaks or sags. C. Accessory Materials: Linseed oil, shellac,- turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes 1 specified, of commercial quality. 2.2 FINISHES A. Refer to schedule at end of Section for surface finish schedule. B. Dry mill film thickness (DMFT) indicated is minimum acceptable. C. The schedule is. based on the products of Glidden Coatings and Resins Co. as follows, unless noted otherwise: Item Mfg. No. 1. 82 2. 590 3. 1604 4. 4550 5. 4600 6. 5229 PART 3 EXECUTION Product Name Woodmaster Clear Finish Rustmaster Primer Woodmaster Oil Stain Industrial Enamel Semi -Gloss Enamel Metal Primer �g Polyurethane Alkyd/Oil Alkyd Alkyd Alkyd Oil/Alkyd 3.1EXAMINATION A. Verify site conditions under provisions of Section 01039.. 8601-94 PAINTING 09900 - 2 B. Verify that surfaces and substrate conditions are ready to receive work as instructed by the product manufacturer. C. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. D. Test shop applied primer for compatibility with subsequent cover materials. E. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishesunless, moisture content of surfaces are below the following maximums: 1. Interior Wood: 15 percent, measured in accordance with ASTM D2016 F. Beginning of installation means acceptance of existing surfaces. 3.2 PREPARATION - PAINTING A. Remove electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing. B. Correct defects and clean surfaces which affect work of this sec- tion. Remove existing coatings that exhibit loose surface defects. C. Seal with shellac and seal marks which may bleed through surface finishes. D. Impervious Surfaces: Remove mildew by scrubbing with solution of tri-sodium phosphate and bleach. Rinse with clean water and allow surface to dry. E. Insulated Coverings: Remove dirt, grease, and oil from canvas and cotton. F. Galvanized Surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer. G. Uncoated Steel and Iron Surfaces: Remove grease, mill scale, weld splatter, dirt, and rust. Where heavy coatings of scale are evident,_ remove by hand wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Spot prime paint after repairs. H. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. I. Interior Wood Items Scheduled to Receive Transparent Finish: Wipe off dust and grit prior to sealing, seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealer has dried; sand lightly between coats. J. Existing Surfaces scheduled to receive new finish to be cleaned and prepped as indicated. All deformations repaired to "as new" conditions. 3.3 APPLICATION - PAINTING A. Apply products in accordance with manufacturer's instructions. B. Do not apply finishes to surfaces that are not dry. C. Apply each coat to uniform finish. D. Apply each coat of paint slightly darker than preceding coat unless otherwise approved. E. Sand wood and metal lightly between coats to achieve required finish. F. Vacuum clean surfaces free of loose particles. Use tack cloth just prior to applying next coat. 8601-94 PAINTING 09900 - 3 G. Allow applied coat to dry before next coat is applied. H. Where clear finishes are required, tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface. I. Prime concealed surfaces of interior and exterior woodwork with primer paint. J. Field applied primer may be omitted on shop primed surfaces when finish coat is compatible. Touch up abrasions in .field. 3.4 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT. A. Refer to Division 15 for schedule of color coding and identi- fication banding of equipment, duct work, piping, and conduit. B. Paint shop primed equipment. Paint shop prefinished items,' occurring at interior finished areas, but not in mechanical rooms. C. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical components and paint separately. D. In finished areas prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and supports, except where items are prefinished. E. In finished areas, paint interior surfaces of air ducts, that are visible through grilles and louvers with one coat of flat black paint. Paint dampers exposed behind louvers and grilles to match face panels. F. Paint exposed conduit and electrical equipment occurring in finished areas. G. Paint plywood backboards for electrical and telephone equipment before installing equipment. H. Color code equipment, piping, conduit, and exposed duct work in accordance with appropriate specification sections. Color band and identify with flow arrows names and/or numbering as required by respective specifications sections. I. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. 3.5 PROTECTION A. Protect elements surrounding the work of this Section from damage or disfiguration. B. Repair damage to other surfaces caused by work of this Section. C. Furnish drop cloths, shields and protective methods to prevent spray or droppings from disfiguring other surfaces. D. Remove empty paint containers from site. 3.6 CLEANING A. Clean work under provisions of Section 01700. B. As Work proceeds, promptly remove paint where spilled, splashed, or spattered. C. During progress of Work maintain premises free• of unnecessary accumulation of tools, equipment, surplus materials, and debris. D. Collect cotton waste, cloths, and material which may constitute a fire hazard, place in closed metal containers and remove daily from site. 8601-94 PAINTING 09900 -' 4 3.7 SCHEDULE A. Exterior Surfaces Surface lst Coat (DMFT) 2nd Coat (DMFT) 3rd Coat (DMF) Ferrous Metals 590 (2.0) 4550 (2.0) 4550 (2.0) Galvanized Metals 5229 (1.5) 4550 (2.0) 4550 (2.0) B. Interior Surfaces Surface 1st Coat (DMFT) .2nd Coat (DMFT) 3rd Coat (DMF) Ferrous Metal 590 (2.0) 4600 (1.5) 4600 (1.5) Galvanized Metal 5229 (2.0) 4600 (1.5) 4600 (1.5) ; END OF SECTION 8601-94 PAINTING 09900 - 5 SECTION 15000 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL PART1 GENERAL 1.1 GENERAL A. In general, the lines and ducts to be installed by the various trades under these specifications shall be run as indicated, as specified herein, as required by particular conditions at the site, and as required to conform to the generally accepted standards as to complete the work in a neat and satisfactorily workable manner. The following is a general outline concerning the running of various lines and ducts and is to be excepted where the drawings or conditions at the building necessitate deviating from these standards. B. All piping, conduit and ductwork for the mechanical and electrical trades shall be concealed in chases in finished areas, except as indicated on the drawings. Horizontal lines run in areas that have ceilings shall be run concealed in those ceilings, unless otherwise specifically indicated or directed. C. Piping, ductwork, conduits and raceways may be run exposed in machinery and equipment spaces, where serving as connections to motors and equipment items in finished rooms where exposed connections are required, and elsewhere as indicated on the drawings or required D. All conduits in any space where they are exposed shall run parallel with the building walls. They shall enter the concealed areas perpendicular with the walls, ceilings or floors. Fittings shall be used where necessary to comply with this requirement. E. The Contractor shall thoroughly acquaint himself with the details of the construction and finishes before submitting his bid as no allowances will be made because of the Contractor's unfamiliarity with these details. All concealed lines shall be installed as required by the pace of the general construction to precede that general construction. F. The mechanical and electrical plans do not give exact details as to elevations of lines and ducts, exact locations, etc., and do not show all the offsets, control lines, pilot lines and other installation details. The Contractor shall carefully lay out his work at the site to conform to the architectural and structural conditions, to provide proper grading of lines, to avoid all obstruction, to conform to details of installation supplied by the manufacturers of the equipment to be installed, and thereby to provide an integrated, satisfactorily operating installation. G. The electrical plans show diagrammatically the locations of the various electrical outlets and apparatus and the method of circuiting and controlling them. Exact locations of these outlets and apparatus shall be determined by reference to the general plans and to all detail drawings, equipment drawings, roughing -in drawings, etc., -.by measurements at the building, and in cooperation with other sections, and in all cases shall be subject to the approval of the Architect. The Architect reserves the right to make any reasonable change in location of any outlet or apparatus before installation (within 10 feet of location shown on drawings) or after installation if an obvious conflict exists, without additional cost to the Owner. H. The mechanical plans do not give exact locations of outlets, fixtures, equipment items, etc. The exact location of each item shall be determined by reference to the general plans and to all detail drawings, equipment drawings, roughing -in drawings, etc., by measurements at the building, and in cooperation with other sections. Minor relocations necessitated by the conditions at the site or as directed by the Architect shall be made without any additional cost accruing to the Owner. I. The Contractor shall be responsible for the proper fitting of his material and apparatus into the space. Should the particular equipment which any bidder proposes to install require other space conditions than those indicated on the drawings, he shall arrange for such space with the Architect before submitting his bid. Should changes become necessary on account of failure to comply with this clause, the Contractor shall make such necessary changes at his (the Contractor's) own expense. 8601-94 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-1 an j J.. Order of precedence shall be observed in laying out the pipe, ductwork, material, and conduit in order to fit the material into the space above the ceiling and in the chases and walls. The following order shall govem: 1. Items affecting the visual appearance of the inside of the building such as lighting futures, diffusers, grilles, outlets, panelboards, etc. Coordinate all items to avoid conflicts at the site. 2. Large ducts and pipes with critical clearances. 3. Conduit, water lines, and other lines whose routing is not critical and whose function would not be impaired by bends and offsets. .+ K. Piping, ducts, and conduits serving outlets on items of equipment shall be run in the most appropriate manner. Where the equipment has built-in chases, the: lines shall be contained therein. Where the equipment is of the open type, the lines shall be run as close as possible to the underside of the top and in a neat and inconspicuous manner. 1.2 ELECTRICAL WIRING A. All electric wiring will be done under Division 16 of these specifications. The Contractor for each section shall erect all his motors in place ready for connections. The Contractor, under Division 16, shall mount all the starters and controls, furnishing the supporting structures and any required outlet boxes. B. Every electrical current consuming device furnished as a part of this project, or furnished by the Owner and installed in this project, shall be completely wired up under Division 16. Verification of exact location, method of connection, number and size of wires required, voltage requirements, and phase requirements is the responsibility of the Contractor under Division 16. If conflicts occur between the drawings and the actual requirements, actual requirements shall govern. 1.3 MOTORS AND CONTROLS A. All motors furnished under any of the several sections of these specifications shall be of recognized manufacture, of adequate capacity for the loads involved and wound for the current characteristics shown on the electrical drawings. All motors shall conform to the standards of manufacture and performance of the National Electrical Manufacturers' Association as show_ n in their latest publications. They shall further be listed by Underwriters Laboratories. B. Unless otherwise noted, the Contractor under Division 16 shall furnish each motor with a starter and all controls of the types specified or required. These starters shall be of the totally enclosed type, of capacity rating within the required limits of the motors which they are to serve, shall be suitable for the motor current characteristics and shall provide thermal overload protection. All starters shall be standard of manufacture and performance of the National Electrical Manufacturers' Association. They further shall be listed by Underwriters Laboratories. Provide overload protection in each phase wire. 1.4 MANUFACTURER'S DIRECTIONS A. All manufactured articles shall be applied, installed and handled as recommended by the manufacturer. 1.5 SALVAGE MATERIALS A. The Contractor shall remove existing equipment, piping, duct, grilles, conduit, wire, junction boxes, light futures and other items associated with the mechanical, plumbing and electrical systems where shown on the drawings. Where such items are exposed to view or uncovered by any cutting or removal of general construction and has no continuing function (as determined by the Architect), they shall be removed by the contractor under the section in which the item normally falls. B. Existing items (see above) where concealed in/above construction which is not disturbed, abandon in place. Plug, cap, disconnect or otherwise render harmless all such items. 8601-94 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-2 C. All items or materials removed from the project shall be made available for the Owner's inspection. The Owner retains the option to claim any item or material. Contractor shall deliver any claimed item or material in good condition to the place designated by the Owner. All item not claimed become the property of the contractor and shall be removed from the site. 1.6 MARKING OF PIPE A. The Contractor shall mark all accessible piping systems. The identification of a piping system shall be made by a positive identification of the material content of the system by lettered legend, giving the name of the content in full or abbreviated form. This mark shall be conspicuously placed at frequent intervals on straight runs, close to all valves, at changes of direction and where pipes pass through walls, floors or ceilings. Arrows shall be used to indicate direction of flow. B. Markers shall be placed on piping at each connection to an item of equipment, at each pump, and on each drop to an outlet. Markers shall be placed on each run of piping at intervals not exceeding 50 feet where exposed in a room and 25 feet when installed above removable ceilings, except that no exposed line shall enter a room without being identified therein. , Marker on lines above removable ceilings shall be applied on the undersides of the lines and in other areas shall be applied to be most visible. C. Markers shall conform completely with "The Scheme for Identification of Piping Systems (ANSI A131 1981). -Markers shall have ANSI specified color coded background, color of legend and legend letter size. D. Markers shall be equal to Seton Set Mark Pipe Markers. _ 1.7 IDENTIFICATION AND LABELING A. The Contractor shall make it possible for the personnel operating and maintaining the equipment and systems in this project to readily identify the various pieces of equipment, valves, piping, etc., by marking them. All items of equipment such as fans, pumps, etc., shall be clearly marked using engraved nameplates as hereinafter specified. B. All items of mechanical and electrical equipment shall be identified by the attachment of engraved nameplates constructed from laminated phenolic plastic, at least 1/16" thick, 3-ply, with black surfaces and white core. Engraving shall be condensed gothic, at least 1/2" high, appropriately spaced. Nomenclature on the label shall include the name of the item; its mark number, area, space, or equipment served, and other pertinent information. END OF SECTION 8601-94 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000-3 r t. SECTION 15200 PIPING AND ACCESSORIES PART1 GENERAL 1.1 NOTE A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1,2 SUBMITTALS A. Submit manufacturer's data on all materials. 1.3 SCOPE A. This section of the specifications pertains to all labor, materials, equipment and service necessary for and incidental to the piping and accessories as shown on the drawings and/or specified herein. PART 2 PRODUCTS 2.1 MATERIALS A. All materials shall be manufactured or fabricated in the United States of America. B. Materials shall conform to the listed standards. Refer to specific sections for materials to be used under that section. The following tabulation is for reference only to identify the applicable 'standard. Copper Tubing ASTM B75-76 Wrought Copper Solder Fittings ANSI B16.22 C. Insulating Fittings: Equal to Clear Flow fitting designed to meet requirements of ASTM F-492. D. Unions in Copper or Brass Lines: 125 pound all brass, screwed pattern, bround joint, equal to Chase, Crane or Mueller. 2.2 VALVES A. Ball Valves: Bronze threaded body, chrome plated full port bronze ball, teflon seats and 0-rings, bronze shafts, and infinite position handle with memory stops. Valve shall be three piece break away for in -line service. Where valves are installed in insulated lines, provide extended stems of adequate length for the handle to clear the insulation and jacket. Apollo, Crane, Jamesbury and Stockham are acceptable. Ring type two piece ball valves are not acceptable. 2.3 COMBINATION PRESSURE/TEMPERATURE PORT A. Furnish and install where indicated "Pete's Plug" a 114" MPT fitting to receive either a temperature or pressure probe 1/8" OD. Fitting shall be solid brass with valve core of neoprene fitted with cap with gasket. Furnish an extended stem as required to extend through pipe insulation where installed in insulated lines. PART 3 EXECUTION 3.1 INSTALLATION OF PIPING SYSTEMS A. Install runs of piping essentially as indicated on the drawings and/or as regbired. The location, direction and size of the various lines are indicated on the drawings. 8601-94 PIPING AND ACCESSORIES 15200-1 B. Make up all systems straight and true and properly graded for correct flow of contained materials and to provide drainage. Cut pipes accurately to measurements established at the building and work into place without forcing or springing. Except as required for specified grading, run all piping above ground parallel with the lines of the building. C. Make all changes in pipe sizes with reducing fittings. Use no long screws or bushings. D. Install and support piping systems with loops, bends, expansion joints and/or flexible connectors as required for flexibility, to accommodate expansion and contraction of piping due to temperature changes in the contained fluids and in the surrounding space, and to minimize the transmission of vibration to the building structure. E. Provide unions in the lines assembled with screwed and soldered fittings, at points of connection to equipment, and elsewhere as indicated or required to permit proper connections to be made, or to permit valves, equipment items, etc. to be removed. Provide unions also in welded lines at connections to equipment where flanges are not provided. Provide insulating unions where ferrous material joins non-ferrous material. F. In general, use listed materials in fabricating the various piping systems. The method of assembly may be varied only to meet special conditions where it is impossible to comply with the specified method of joining piping. Where special,classes of piping are involved and are not listed, request exact instructions as to the class of material involved and the method of fabricating it before ordering materials. 3.2 FABRICATION OF PIPE JOINTS A. Threaded Pipes: Ream and deburr pipe after it is cut and before it is threaded. Stand each pipe on one end and hammer to remove all foreign material. Full cut threads, but not more than 3 pipe threads shall remain exposed when joint is completed. Make up joints with graphite and oil or an approved graphite compound applied to male threads only. Caulking of threaded joints to stop or prevent leaks is prohibited. B. Copper Tubing: Cut tubing square, ream and deburr. Clean insides of fittings and outsides of tubing with sand cloth before assembly. Exercise care to prevent annealing of fittings and hard drawn tubing. Make all joints with high temperature solid string or wire solder, 95% tin, 5 % antimony, using non -corrosive paste flux of the proper type for all copper tubing. Low temperature solder such as 50/50 or 40/60 will not be permitted. 3.3 REPAIR OF LEAKS A. All leaks in piping systems shall be corrected as follows: 1. Repair leaks in solder joints by remaking the joint; no soldering or brazing over existing joints will be permitted. 2. Repair leaks in screwed joints by tightening the joint; remake the joint if the tightening fails to stop the leak. B. When any defect is repaired, retest that section of the system. END OF SECTION 8601-94 PIPING AND ACCESSORIES 15200-2 SECTION 15235 HEATING WATER SYSTEMS PART1 GENERAL 1.1 NOTE A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.2 SUBMITTALS A. Submit manufacturer's data on all materials. 1.3 SCOPE A. This section of the specifications pertains to all labor, materials, equipment and service necessary for and incidental to the heating water systems as shown on the drawings and/or specified herein. PART 2 PRODUCTS 2.1 MATERIALS A. Refer to Section "Piping and Accessories". B. Heating Water Lines: Type L hard drawn copper tubing assembled with wrought copper fittings. PART 3 EXECUTION 3.1 CLEANING A. Swab the interior of the pipe as it is installed. 3.2 TESTING A. Before insulating or concealing any lines, test all piping. Test all lines at 150% of the system working pressure or 100 psig, whichever is greater, for not less than 4 hours with no leaks. END OF SECTION 8601-94 HEATING WATER SYSTEMS 15235-1 SECTION 15280 FIRE PROTECTION SPRINKLER SYSTEM PART GENERAL 1.1 NOTE: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.2 SUBMITTALS: A. Submit manufacturer's data on all materials and provide plan layout of system for approval. 1.3 SCOPE: A. Modify existing light hazard automatic sprinkler system as required in accordance to NFPA 13. 1.4 APPLICABLE SPECIFICATIONS: A. The design and installation of the Automatic Sprinkler Systems and the Alarm and Supervisory Systems shall be in strict accordance with all mandatory and recommended provisions of the NFPA, FM, UBC, and UL publications. All recommended provisions of the NFPA (National Fire Codes) listed below shall be considered as mandatory requirements. B. Issues of the following publications, including revisions and amendment as of the date of award of this contract, form a part of this specification. 1. National Fire Protection Association Standards (NFPA) 2. No. 13 Sprinkler System 3. Factory Mutual System, Factory Mutual Engineering Corporation Publication (FM) 4. Approval Guide 5. Underwriter's Laboratories, Inc. Publication (UL) 6. Approved Equipment Lists (with supplements). 1.5 QUALIFICATION OF THE CONTRACTOR: A. The Fire Protection System shall be installed by an experienced firm regularly engaged in the _ installationof automatic sprinkler and standpipe systems. The Contractor shall have a "Certificate of Registration" and shall have in his employee a licensed "Responsible Managing Employ", as provided for in Article 5.43-3 "Fire Protection Sprinkler Systems" of the Texas State Board of Insurance, Insurance Code. The Owner may reject any proposed installer who cannot show evidence of such qualifications. 1.7 SHOP DRAWINGS: A. The Contractor shall submit complete working drawings of the sprinkler system and such other descriptive data as the Architect may require to demonstrate compliance with the contract documents. 8601-94 FIRE PROTECTION SPRINKLER SYSTEM 15280-1 it t B. Shop drawings will be submitted at one time to demonstrate that pertinent items of equipment have been properly coordinated and will function properly with each other. No installation work will be permitted prior to approval of complete shop drawings. C. If departures from the contract drawings are deemed necessary by the Contractor, details of such departures, including changes in related portions of the project and the reasons, therefore, shall be submitted with the shop drawings and hydraulic calculations. Approved departures shall be made at no additional cost to the Owner. 1.8 RECORD DRAWINGS: A. Upon completion of the work, the Contractor shall revise the original shop drawings to agree with .� the construction as actually accomplished: These drawings shall be delivered to the Architect. PART 2 MATERIALS i 2.1 GENERAL: A. All material and equipment shall be new and the current standard products of the manufacturer. Where two or more items of equipment performing the same function are required, they shall be exact duplicates, produced by one manufacturer. However, component parts need not be products of the same manufacturer. B. All materials and equipment shall be UL listed and/or FM approved. for systems of the type Y. . indicated on the drawings, unless otherwise noted, and shall conform to the requirements of NFPA No. 13. r- 2.2 MATERIALS AND EQUIPMENT: A. The following is a listing of the materials and specifications. The list is comprehensive in nature. It is not intended that all materials listed will necessarily be required, but that those required for the work be selected from this listing. All pipe and fittings shall be non -galvanized, except where called for on the drawings or required by code. ITEM SIZE )SPECIFICATIONS INCL ( Pipe All Steel as per NFPA 13. Fittings All As per NFPA 13. Threadolets Thru 2" Steel, ANSI B16.11 sockolets ASTM A105 i Weldolets 2' and larger Steel, 90 degrees STD only, ANSI B 16.9, ASTM 105 Plugs All Brass, square head, 125 lb, ANSI B16.5 Unions Thru 2" Malleable iron, 300 lb bronze to iron ground joint. ti Flange gaskets All Red rubber 1/16 inch, ANSI B16.21 Sprinklers: �i Automatic sprinkler Chrome plated pendant head. 8601-94 FIRE PROTECTION SPRINKLER SYSTEM 15280-2 �r t Miscellaneous: Pipe hangers supports, Approved type, in accordance and connections NFPA No. 13 and No. 15 requirements. Sprinkler escutcheon Two-piece, finish to match sprinkler except where otherwise specified on drawings. Depth as required to position sprinkler. PART 3 EXECUTION 3.1 JOINTS: A. Joints shall be the threaded type for 2" and smaller, and shall be welded or flanged for 2-1/2" and larger. B. Threaded Joints: Threads shall be concentric with the outside of the pipe and shall conform to ANSI B2.1. Threaded joints shall be made tight with an approved thread joint compound or tape. Joint compound shall be applied lightly but sufficiently to cover male threads only. Leaking joint shall not be repaired by peaning or packing. C. Flanged Joints: Flanged joints shall be faced -true, provided with 1/16 inch red rubber gaskets, and made square and tight. When made up, flange bolts shall extend through nuts by at least one full thread. No flanges shall be placed in locations which will be inaccessible after erection. D. Welded Joints: All welding, including methods and qualifications of welders, shall be in strict accordance with the standards and requirements specified in NFPA Nos. 13 and 15. All welds are subject to inspection by the Architect. The Architect reserves the right to accept, reject, or demand removal of welds which are in violation of these specifications. Welded branch connections to headers shall be made by use of threadolets, sockolets or weldolets type fittings. E. Cutting: Pipe shall be cut accurately to measurements shown on the shop drawings and to suit field conditions, and shall be carefully worked into place without forcing or springing. All cuts shall be reamed to remove fins and burrs. 3.1 INSTALLATION: A. Piping material, including valves and fittings, shall be delivered to the site in a clean and protected condition. End seals of pipe, valves and flange covers shall be maintained in place, being removed only as necessary for cleaning, fabrication, erection or for inspection by the Contractor. Care shall be exercised in the handling and storage of all piping materials and prefabricated piping so that contamination by moisture, grease, dirt, or injurious foreign matter shall not occur. B. The pipe shall be cut accurately to centerline measurements to suit field conditions, and shall be carefully worked into place without forcing or springing. Piping shall be pitched to allow proper drainage. C. The interior and exterior surfaces of all piping shall be kept clean at all times. Pipe shall be free from and burrs and shall be cleaned in accordance with cleaning procedures herein. D. No flanges or unions shall be placed in locations which will be inaccessible after erection. E. Where pipes pass through fire walls, fire partitions, or floor/ceiling assemblies, a fire seal of mineral wool, or similar noncombustible material shall be packed between the pipe and sleeve. 8601-94 FIE PROTECTION SPRINKLER SYSTEM 15280-3 3.3 TESTING: A. Testing of the sprinkler systems and alarm systems shall be as prescribed by NFPA Pamphlet No. 13 and 72C. Each test shall be in the presence of an authorized representative of the owner. This representative shall sign the Certificate of Inspection as a witness of a successful test.' The Contractor shall deliver these certificates of inspection in duplicate to the Architect. 3.4 PROCEDURE FOR PLACING SYSTEMS IN SERVICE: A. The Contractor shall place the systems in service with the operating mediums after purging operations are completed. The Contractor shall furnish all labor and tools required. 3.5 SPARE SPRINKLER HEADS: A. The Contractor shall furnish spare heads in accordance with NFPA Pamphlet No. 13. Heads shall be provided in a suitable cabinet and shall be representative of, and in proportion to, the number of each type and temperature rating of heads installed. In addition to the spare heads, the contractor shall furnish not less than one special sprinkler wrench per cabinet. The Cabinets shall be mounted at the system's riser. END OF SECTION -94 FIRE PROTECTION SPRINKLER SYSTEM 1 15280-4 SECTION 15320 AIR DISTRIBUTION PART1 GENERAL 1.1 NOTE A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.2 SUBMITTALS A. Submit manufacturer's data on all materials. 1.3 SCOPE A. This section of the specifications comprises the furnishing of all labor, materials, transportation, tools and appliances and in performing all operations in connection with the installation of ductwork, linings, air distribution devices, dampers and control devices, curbs and other materials and accessories as described herein and/or as shown on the accompanying drawings, or reasonably implied therefrom. PART 2 PRODUCTS 2.1 METAL DUCTWORK A. Except as otherwise specified herein, in other sections of the specifications, and/or noted on the drawings, low pressure ducts shall be constructed of galvanized steel sheets in accordance with the recommended construction for low pressure ductwork insofar as gauges of metal to be used, bracing of joints and joint construction as established in HVAC DUCT CONSTRUCTION STANDARDS, First Edition, as published by Sheetmetal and Air Conditioning Contractors National Association, Inc. (SMACNA). B. Unless indicated otherwise, all duct shall be constructed in conformance with 1" w.g. pressure class. C. Make square elbows where shown or required, with factory -fabricated turning vanes. Make all other changes in direction with rounded elbows having a centerline radius equal to 1-1/2 times the width of the duct in the plane of the bend. D. Make transformations in duct shape or dimension with gradual slopes on all sides. Make increases in dimensions in the direction of air flow, with a maximum slope of 1" in 7" on any side. Make decreases in dimensions in the direction of air flow preferably with a slope of 1" in 7" on any side, but with a maximum slope of i" in 4" where conditions necessitate. E. Ducts shall be routed in conjunction with pipes, electrical conduits, ceiling hangers, etc. so as to avoid interferences insofar as possible. Where duct penetrations are unavoidable, provide streamline shaped sleeves around such material penetrations, made airtight at duct surfaces, except that such sleeves are not required at tie rods. Where obstructions are of a size to exceed 10 % of the duct area, the duct shall be transformed to maintain the same duct area. 2.2 DUCT LINER A. All sheet metal supply duct shall be lined. B. The listed ducts shall be lined to a thickness of 1" with Manville "Linacoustic" mat faced duct liner, or equal duct liner coated with neoprene on one side. C. Duct liner shall have an average thermal conductivity of .26 btu-in./sq. ft.-degree F. at a mean temperature of 75 F. D. The duct liner shall be applied in accordance with the manufacturer's recommendation with the coated side away from the metal, using weld pins or adhesive Tuffbond and adhesive type metal clips, Gemco, or equal, of the type which do not protrude through the duct. The size of the ducts indicated are actual internal sizes and the sheet metal sizes shall be 2" greater in both dimensions to accommodate the lining. No voids are permitted. 8601-94 AIR DISTRIBUTION 15320-1 I r E. Use 100% adhesive coverage and clips at the rate as specified by SMACNA. 2.3 DUCT SEALER A. All supply air ductwork shall be sealed to provide airtight construction. Metal surfaces to be joined shall be clean, dry and free of dirt or grease. Apply a heavy coat of Kingco Seal -Rite 18-120 to the interior metal surface of the slip joint, then interlock into place metal duct " sections. Apply a heavy coat of 18-120 to the exterior metal surface: duct joint, making sure any voids are filled to secure a continuous air pressure sealant. B. Allow sealant to dry a minimum of 48 hours j efore pressurizing system. �^ C. Blue Glue or Hardcast will be considered equal. 2.4 AIR CONTROL DEVICES A. Manual dampers shall be installed as required to afford complete control of the air flow in the .- various duct systems. In rectangular supply ducts, a volume damper shall be installed at each point where a branch is taken off to achieve the final air balance. B. Volume dampers of the "butterfly" type shall be constructed of 20 gauge galvanized steel riveted or welded to square operating rods. Dampers shall have bearings of brass, bronze or approved plastic in most instances. Volume dampers of the butterfly type shall be used only in cases where neither dimension of the damper exceed 24". The metal used shall match that ,.. of duct system containing the damper in each case. Use special metals for damper rods and bearings as required to resist corrosion. a 2.5 FLEXIBLE DUCT A. Flexible duct shall be a factory fabricated assembly consisting of an inner sleeve, insulation and an outer moisture barrier. The inner sleeve shall be constructed of a continuous vinyl -coated spring steel wire helix fused to a continuous layer of fiber glass impregnated and coated with vinyl. A 1-1/4 inch thick insulating blanket of fiber glass wool shall encase the inner sleeve and be sheathed with an outer moisture barrier of a reinforced Mylar or neoprene laminate of low permeability. The flexible duct shall be rated for a maximum working velocity of 6000 FPM and shall be listed by the Underwriters' Laboratories under their UL-181 standards as a Class 1 duct and. shall comply with NFPA Standard #90A. The flexible duct shall be Thermaflex M-KE for low pressure application. B. Flex duct shall not exceed 6'-0" in length or have more than 90 degree of bend. If longer duct is required use round sheetmetal duct with 2" thick duct insulation to make-up the difference in length. 2.6 FLEXIBLE CONNECTIONS A. Provide sound isolating flexible connections between connecting ducts and the inlet and outlet of each fan. These connections shall in each case be long enough to permit a minimum separation of 3" between the duct and the fan or unit housing with at least 1" slack in the flexible material itself. B. The material shall be of a glass cloth type equal to 30 ounce Ventglas as manufactured by Ventfabrics. It shall be fire resistant, waterproof and mildew -resistant. 2.7 ROUND DUCT TAPS A. All round takeoffs shall be made with spin -in type fittings for sheet metal duct or fiberglass ductboard as applicable. Provide each with a factory installed balancing damper, positive locking nut and air scoop. 2.8 AIR DISTRIBUTION DEVICES A. Furnish and install all grilles, registers, and diffusers for every purpose. Refer to the tabulation on the drawings for types, sizes and accessories. B. All grilles, registers, and diffusers located in the ceiling shall be factory finished in ,.� OFF-WHITE. C. Air distribution devices as manufactured by Titus, Metal -Aire, or Krueger will be acceptable. 8601-94 AIR DISTRIBUTION 15320-2 r 2.9 FAN POWERED TERMINALS A. Furnish and install a constant volume fan powered terminal equal to Titus QFPC-3000 of the sizes and capacities shown in the plans. B. The entire terminal shall be of one piece construction and shall include a primary air volume damper that precisely meters the primary air quantity in response to the room thermostat. The primary valve cross -sectional flow area shall vary proportionally with actuator movement. The terminal shall also consist of a fanand motor assembly and a hot water heating coil. An heating coils shall be located in the discharge air stream. C. The terminal casing shall be 20 gauge galvanized steel, fully lined with 1" dual density fiberglass insulation. The outer surface of the insulation shall be coated to resist erosion. Insulation must comply with UL 181 and NFPA 90A. All exposed insulation edges shall be coated with NFPA 90A approved sealant to prevent erosion. D. The terminal casing shall have access panels to facilitate servicing of all internal mechanical components. Panels shall be of sufficient size for removal of the primary air damper or fan/motor assembly as a unit. E. The primary damper connection to the operating shaft shall be a positive mechanical connection. F. The terminal shall incorporate a multipoint sensor with a center averaging chamber. Flow controller shall be pressure independent and capable of controlling air flows from shutoff to rated maximum within ± 5% of unit rated flow. The controller shall maintain a fixed 5 psi reset span regardless'of minimum and maximum settings. compressed air consumption shall not exceed 1.25 scfh. G. The fan/motor assembly shall be direct drive, dynamically balanced. The motor shall be permanent split capacitor type with anti -balanced. The motor shall be permanent split capacitor type with anti -backward rotation device, and shall have thermal overload and self-lubricating bearings. -Isolation shall be provided between fan/motor assembly and unit casing. Motor wiring shall incorporate a quick disconnect coupling for ease of motor removal. H. The motor shall be controlled by a manual speed controller which allows continuously adjustable fan speed from maximum to minimum. I. The terminal shall incorporate a single point electrical connection. All electrical components shall be UL listed and installed in accordance with the National Electric Code. All electrical components shall be mounted in a sheet metal enclosure. J. The heating water coil shall be factory mounted one or two row with a maximum of 12 aluminum fins per inch. The coil shall have 1/2" diameter seamless copper tubes, mechanically expanded into the fin collars. Coils are leak tested at 350 psig air pressure under water. Coils shall be constructed and tested in accordance with UL/ARI standards. K. A 1 " throwaway filter shall be installed in the fan inlet. L. Special care shall be.exercised in the selection of•these boxes to insure quiet operation. The boxes shall be selected to meet noise criteria curve NC35-RE10-12 watts with a room attenuation of I0db when supplied with air at a static pressure of 1.5" WG. The selection shall be made allowing for the duct connection detailed on the plans, multiple units in single space, turns, and room size, and construction materials. These specifications shall be complied with for both airborne and surface radiation noise. M. The supplier of the boxes shall be prepared to demonstrate to the Architect that the boxes as finally installed will meet the above specification. Any unit failing to met this specification shall be removed and replaced with a box of adequate size, or corrective action in the form of additional attenuation shall be provided until the specified requirements are satisfied. 2.10 FIRE DAMPERS A. Furnish and install, at locations shown on the plans, dynamic fire dampers constructed and tested in accordance with the current edition of UL-555 Standard For Fire Dampers. Dampers up to 64 sq. ft. for vertical mount and 25 sq. ft. for horizontal mount shall be classified for dynamic closure to a minimum 2375 fpm and 4 inches w.g. static'pressure for horizontal air flow, air flow up and air flow down. Velocity and pressure rating shall include both in duct and no duct installations. 8601-94 AIR DISTRIBUTION 15320-3 few E' B. Each dynamic fire damper shall be marked with a UL classified 1-1/2 hour fire protection rating, the maximum Velocity/pressure rating for each horizontal and vertical installation and "for use in dynamic systems." In addition each dynamic fire damper shall include a 165 degrees F fusible link. Each dynamic fire damper shall include a 12" long integral roll formed steel sleeve furnished by the damper manufacturer. Submittal information shall include the fire protection rating, maximum velocity/pressure ratings and the manufacturer's UL installation instructions. D. Fire dampers in low pressure duct shall be equal to Ruskin DIBD 20 Style B. in high pressure shall be equal to Ruskin DIBD Style C, CR or CO. 2.11 ACCESS PANEL A. Access doors of sufficient size shall be installed in ducts to permit servicing of ' contained equipment including fire extinguishing equipment, dampers, etc. Where those panels are in insulated ducts, they shall be double wall panels with material to match the lining and of the same thickness. In uninsulated ducts they shall be single wall construction. All access panels shall have No. 310 Ventlock catches and pulls, No. 260 hinges and No. 390 gaskets. B. Where access panels are not exposed or readily accessible above removable ceilings, provide access doors in the general construction. C. Access doors shall be located as close as possible to fire dampers and smoke dampers. Where the size of the duct permits, the minimum size access door shall be 18" x 16". D. Each door providing access to fire dampers shall have a label with letters not less than 1/2" in height reading "FIRE DAMPER END OF SECTION 8601-94 AIR DISTRIBUTION 15320-4 SECTION 15330 HANGERS AND SUPPORTS PART GENERAL 1.1 NOTE A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.2 SUBMITTALS A. Submit manufacturer's data on all materials. 1.3 SCOPE A. The Contractor for the work covered by each sectio; of the specifications shall furnish and install all hangers, supports and isolation required by pipe or equipment included in this work. PART 2 PRODUCTS 2.1 MATERIALS A. Materials shall be provided for the support of all piping and equipment. The following tabulation lists materials suitable for this duty. Equal materials manufactured by Fee and Mason, Carpenter -Patterson, Grinnell or Modern will be considered. MATERIAL SERVICE FEE AND MASON CAT. Hanger Copper Tubing 3" and smaller 361 copper plated Pipe Clamps 2" and Smaller 304 Pipe Clamps 3" and Larger 241 Pipe Rest All 295 or, 291 Exp Shield Concrete 374 Beam Clamps All 249, 254, 255, 282, 280 Adjuster All 2381 — 2.2 HANGER RODS A. All individually suspended horizontal pipes shall be supported by steel rods sized as follows: _ Rod Diameter Size of Steel Pipe or Copper Tube Supported 3/8" 2-1/2' and smaller 1/2" 3" and 4" 5/8" 5" through 8" _ 3/4" 10" and larger 8601-94 HANGERS AND SUPPORTS 15330-1 U 2.3 HANGER SPACING i A. All hangers shall be so located as to properly support horizontal lines without appreciable sagging of these lines. Locate a hanger within 12 inches of every elbow or tee. The following table gives minimum spacing for copper and steel lines. However, hangers shall be more closely spaced where necessitated by conditions or required by code. Size of Line Hanger Spacing in Feet 3/4' and smaller 5 1" through 1-1/2' 7 2' and larger 10 PART 3 EXECUTION 3.1 INSTALLATION OF SUPPORTS: A. All pipes shall be adequately supported. All piping shall be installed with due regard to expansion and contraction, and the type of hanger, method of support, location of supports, etc. shall be governed in part by this consideration. Transmission of vibration and noise shall also be considered and any special suspension with vibration dampeners required to minimize transmissions shall be used where specified or required. B. All exposed vertical risers running near walls shall be supported from the walls. Each line shall have a minimum of 2 supports, not greater than 10'0' on centers, with the additional provision that there shall be a support near the top of the riser. All supports shall be aligned. ,,.. C. All vertical pipes shall be supported with riser clamps sized to fit the lines and to adequately 9 support their weight. At the bases of lines, where required for proper supports, furnish and install anchor base fittings or other approved supports. D. Where vertical lines run down to a point near the floor and a support is needed, they may be supported by means of a pipe leg welded to the pipe, extending down to the floor and terminating in a capped end resting on the floor. E. Where pipes other than those specified hereinbefore, are running along walls, they shall be supported using hangers as described hereinbefore, but suspended from brackets bolted to the wall. Specially fabricated clips or U-braces may be used where commercially manufactured items are not available in the proper size. F. Where pipes or equipment are suspended under existing concrete construction, drill and use Grinnell Fig. 117 expansion case or Phillips concrete fasteners in sizes not exceeding 1/2" and for loads of 200 lbs or less. For larger rods or loads above 200 lbs drill through the beam above the bottom steel and bolt a Grinnell Fig. 202 bracket to the side of the beam for support. Size brackets per manufacturer's recommendations. Use pipe stands where required. G. Where multiple lines are run horizontally at the same elevations and grades, they may be supported on trapezes formed of sections of .Unistrut, angle iron, or channels suspended on rods or pipes. Trapeze members, including the suspension rods, shall each be properly sized for the number, size and loaded weight of the lines they are to support. Trapeze spacings shall be in accordance with the preceding table for the smallest line supported on or from the trapezes. r H. Perforated strap iron and wire will under no circumstances be acceptable as hanger material. 3.2 DUCT HANGERS A. All ductwork shall be supported in accordance with standards published by Sheet Metal and Air Conditioning Contractors National Association Inc. END OF SECTION F 8601-94 HANGERS AND SUPPORTS 15330-2 F PART 1 GENERAL SECTION 15400 INSULATION 1.1 NOTE A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.2 SUBMITTALS A. Submit manufacturer's data on all materials. " 1.3 SCOPE A. This section of the specifications comprises the furnishing of all labor, materials, transportation, tools and appliances and in performing all operations in connection with the installation of thermal insulation, coverings, jackets, supports, shields, etc. as described herein and/or as shown on the accompanying drawings, or reasonably implied therefrom. All surfaces which may vary from the ambient temperature shall be insulated unless specifically excepted. PART 2 PRODUCTS 2.1 MATERIALS A. In describing the various materials, application procedures, and finishes, each item will be described singularly, even though there may be a multiplicity of identical applications. Also where the description is only general in nature, exact dimensions, arrangements and other data shall be determined by reference to plans, schedules, and details, including those provided by equipment manufacturers. B. Where materials are described under other sections of the specifications and are pertinent to this section, they shall be installed hereunder as though they wererepeated herein. C. All insulation shall have composite fire and smoke hazard ratings as tested by procedure NFPA 225, not exceeding flame spread 25, smoke developed 50. Accessories such as adhesives, mastics, cement, tape, cloth, etc. shall have these same component ratings. D. All materials installed under this section of the specifications shall be manufactured in the United States of America. 2.2 VAPOR BARRIER JACKETS A. Factory -applied vapor -barrier jackets shall be one of the following: 1. An All Service Jacket (ASJ) laminated of flame resistant white kraft paper, glass scrim reinforcement, and kraft paper. 2. Foil Reinforced Kraft (FRK) Jacket laminated of flame resistant 0.001" aluminum foil, glass scrim reinforcement and kraft paper. B. Where specified, insulate valves and fittings with two fiberglass inserts and preformed Manville Zeston covers with taped seams. PART 3 EXECUTION 3.1 INSTALLATION A. The installation of all thermal insulation shall be performed by a recognized firm regularly engaged in the insulation business, using skilled insulation mechanics and using insulation materials which are the product of reputable manufacturer of the materials, using any special materials as required by these specifications and by those published standards. 8601-94 INSULATION 15400-1 4 B. Any insulation which is not applied in a workmanlike manner will be rejected and replaced. " All coverings shall be smooth, flush, dressed to line and tight. Mastic shall be neatly applied and tooled. The Architect reserves the right to reject any insulation whose appearance he i deems unacceptable. 3.2 APPLICATION OF INSULATION A. Apply insulation and pipe covering after all work has been tested, found to be tight and accepted as such by the Architect. Thoroughly clean and dry all surfaces to be covered. B. On glass fiber pipe covering with factory -applied vapor -barrier jacket, lap the jacket on the longitudinal seams with a double tape, self-sealing lap, adhesive system. If a single tape, self-sealing lap, adhesive system is used, an additional layer of Benjamin Foster 82-07 vapor barrier lap adhesive must be used. Tightly butt the ends of the pipe covering and apply the 4" wide butt strips as provided by the insulation manufacturer. 3.3 INSULATION ON EQUIPMENT AND PIPING SYSTEMS A. The following describes materials, thicknesses and finishes for insulation and coverings. B. Also included in this section is the requirement for patching and repair of existing insulation where new connections are made. C. Heating Water Supply and Return Lines: Insulate with molded sectional glass fiber pipe covering with factory applied All Service Jacket (ASJ) equal to Owens-Corning ASJ/SSL-II. Insulation shall be 1" thick. Insulate valves and fittings with fiberglass inserts and "Zeston" PVC covers. D. Duct Insulation: Refer to Section 'AIR DISTRIBUTION' for duct liner specification. E. Round Ducts: Insulate the round supply air ducts with 2" thick, 3/4 lb. density, Owens-Corning "All Service Wrap" glass fiber flexible insulation having a factory applied FSKL vapor barrier jacket. F. This insulation shall be secured, vapor barrier side out, to sheet metal. On horizontal runs, lap top and bottom sheets over edges of side pieces. Butt joints tightly. Embed three inch wide Glassfab membrane in adhesive between coats. G. Cover all joints, punctures and breaks with three inch wide facing strip. END OF SECTION r n 11 F 8601-94 INSULATION 15400-2 r SECTION 15600 TESTING, ADJUSTING AND BALANCING MECHANICAL SYSTEMS PART1 GENERAL 1.1 NOTE A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.2 SCOPE A. This section of the specifications comprises the furnishing of all labor, materials, transportation, tools and appliances and in performing all operations in connection with the testing, balancing and adjusting of various systems and portions thereof to produce proper flows of air and water, correct setting of regulation devices, and other end results as more fully described hereinafter. B. Upon completion of the installation and start up of the mechanical equipment, check, adjust, and balance systemic components to obtain optimum conditions in each conditioned space to the building. C. Prepare and submit to the Architect' complete reports on the balance and operation of the system. D. Make a total of three inspections within 90 days after occupancy of the building to insure that satisfactory conditions are being maintained throughout and to satisfy any unusual conditions. E. Make_ inspections in the building during the opposite season from that in which the initial adjustments were made and at those times make any necessary modifications to the initial adjustments required to produce optimum operation of the systemic components, to produce the proper conditions in each conditioned space. F. In all fan systems, the air quantities shown on the plans may be varied as required to secure a maximum temperature variation of 2 degrees within each separately controlled zone, but the total air quantity indicated for each zone must be obtained. It shall be the obligation of the Contractor to furnish or revise fan drives and/or motors if necessary, without cost to the Owner, to attain the specified air volumes. G. Before final acceptance is made, furnish the following data: 1. A listing of the measured air quantities at each outlet. 2. Flow rate and temperature at each coil and heating device. 3. Static pressure readings entering and leaving each supply fan, and other components of the system. These readings shall be related to fan curves in terms of CFM handled. 4. Motor current readings at each fan. The voltages at the time of the reading shall be listed. H. The above data shall be neatly entered on appropriate forms together with any typed supplements required to completely document all results. Written explanations of any abnormal conditions shall be included. All this shall be assembled into a suitable brochure and a total of 4 copies shall be provided. I. When opposite season modifications are made, additional data sheets indicating new settings, readings, etc., shall be prepared and submitted in quadruplicate. 1.3 INSTRUCTIONS ' A. During the test periods instruct the building operating personnel in the operation and maintenance of all equipment. B. Deliver to the Owner 3 complete instruction manuals covering the maintenance and operation of the system components. Provide complete data on all equipment, including for each item a parts list, and the name and address of the vendor where replacement parts can be purchased. END OF SECTION 8601-94 TESTING, ADJUSTING AND BALANCING MECHANICAL SYSTEMS 15600-1 F r F F F F SECTION 15700 TEMPERATURE REGULATION PART1 GENERAL 1.1 NOTE A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.2 SUBMITTALS A. Submit manufacturer's data on all materials and equipment.. Include system schematics indicating all devices, pneumatic piping, electrical wiring and sequence of operation. Sequence of operation shall reference each component device by designation used on schematics. 1.3 SCOPE A. This Contractor shall include in his bid an amount necessary to cover a complete system of automatic temperature regulating equipment. It is intended that the system be pneumatic in its operation. It shall include all thermostats, valves, dampers, and operators, amplifiers, air receivers, switches, piping, air regulator, relays, cabinets, etc. required to make it complete in full accordance with the intent of the plans and the following description. B. The wiring for all the remote temperature indicating, motor control, control set point and adjustment and alarm devices shall originate in a terminal board and extend to and connect to all multiplexers, relays, thermocouples, and similar devices. The wiring shall be performed by the Contractor under Division 16 in accordance with diagrams on the plans, as specified herein and as indicated on the drawings which this contractor shall provide. C. The temperature regulation equipment shall be installed and adjusted to secure the sequences described hereinafter. The materials and equipment described herein shall be sufficient to any of the remote devices of reference elsewhere herein, but shall bearranged as required to operate in conjunction with those remote devices. D. The Contractor shall furnish and install all automatic dampers, and all automatic valves. The Contractor shall furnish, install, and adjust all damper and valve operators and all other switches, relays, etc. comprising the temperature regulation system. E. Temperature regulation specified herein is based on Honeywell or Johnson Controls. PART 2 PRODUCTS 2.1 PIPING A. All exposed tubing and conduit shall be run parallel to or at right angles to the building structure and shall be concealed in all finished spaces. Tubing may be run exposed in mechanical rooms or areas where other piping is exposed. B. Hard drawn copper tubing shall be used where run exposed. Only tool -made bends will be acceptable. Fittings for copper tubing shall be brass or copper solder joint type, except at connections to apparatus, where brass compression -type fittings shtdl be used. C. Non-metallic tubing may be used in concealed locations, inside control cabinets and for flexibility (24" maximum) to make final terminations. Tubing shall be virgin polyethylene, meeting stress -crack test ASTM D1693-60T. Tubing shall be self -extinguishing under ASTM-D635 flammability test. D. Where non-metallic tubing is used inside control cabinets, it shell be number -coded and control cabinets and neatly tied and supported. Flexible connections bridging the cabinet and its door shall be neatly fastened along the hinge -side and protected against abrasion. E. Single lines in equipment rooms shall be hard drawn copper. Short run final terminations shall be made in flexible polyethylene. r 1 8601-94 TEMPERATURE REGULATION '15700-1 F. Jacketed multitube instrument harness may be used where a number of tubes are to be run together. Single polyethylene tubing may be used in concealed areas. G. Number -coded polyethylene shall be used inside control cabinets and within the enclosure of fan powered boxes and shall be neatly tied and supported. Flexible connections bridging the cabinet and its door shall be neatly fastened along the hinge -side and protected against abrasion. 2.2 AIR FLOW CONTROL DAMPERS A. The temperature control contractor will provide all control dampers of the types indicated on the plans. Frames shall not be less than 13 gauge galvanized steel. Blades must not be over 8 inches wide nor less than .16 gauge galvanized steel roll formed. Bearings shall'be oilite, ball bearing or nylon with 1/2" shafts. Side seals shall be stainless steel of the tight -seal. spring type. Dampers and seals shall be suitable for temperature ranges of -40 degrees to 200 degrees F. B. All proportional control dampers shall be opposed or parallel blade type and all two -position dampers shall be parallel -blade types. C. Dampers shall be minimum leakage type to conserve energy and the manufacturer shall submit leakage and flow characteristic data for all control dampers with the temperature control submitted. -Maximum leakage shall be 3 % at static pressure of 3 inches of W.C. D. All control dampers shall be standard products of the temperature control manufacturer's factory. Local fabrication of dampers is not allowed. 2:3 LOW LIMIT THERMOSTAT A. Safety low limits shall be manual reset line voltage type with bellows actuated switches. Twenty foot capillary shall be responsive to the coolest selection of its length. 2.4 DUCT MOUNTED OR IMMERSION SENSORS A. Shall have spans of 100 degrees or 200 degrees F as required for a 3-15 psig pressure change. Averaging element sensors shall have a minimum 9' capillary element. Temperature sensors shall be of rigid stem using bi-metallic sensing elements except where averaging is required. B. Sensors shall be of corrosion resistant construction, tamper proof, suitable for mounting on a vibrating surface. If capillary type sensors are used, exposed capillary shall be temperature compensated, and armored or installed in protective tubing. 2.5 THERMOSTATS A. All thermostats shall be of the gradual acting two pipe type, except in cases specified herein to the contrary. All shall be adjustable as to set point. Thermostats shall be equal to Johnson T-4000 thermostats. B. ` Thermostats shall be guaranteed to control to plus or minus 1 degree of set point. C. Those for exposed installation in finished areas shall have plain cases and concealed adjustments unless specifically described otherwise herein. D. The locations of all room type thermostats are indicated on the drawings. The Contractor shall examine these locations and if, in his opinion, the operation of any instrument would be improved by changing its location, he shall so notify the Architect. With the Architect's approval, he shall install the thermostat in the location of his choice. 2.6 CONTROL VALVES, WATER A. All modulating straight -through water valves shall be provided with equal percentage contoured throttling plugs. All three-way valves shall be provided with linear throttling plugs such that the total flow through the valve shall remain constant regardless of the valve's position. B. Valves shall be screwed type. Valves shall be factory -rated to withstand the pressures encountered. Valves shall have stainless -steel stems and spring -loaded teflon packing. 8601-94 TEMPERATURE REGULATION 15700-2 F C. Water valves shall be sized for a pressure drop equal to the coil they serve but not to exceed C ° 5 psi. Valves shall have replaceable seats and discs. 2.7 PNEUMATIC ACTUATORS A. Pneumatic operators shall be sized to operate their appropriate dampers or valves with sufficient reserve power to provide smooth modulating action or two -position action as specified. B. Where sequencing of actuators is called for such sequencing shall be accomplished by spring ranges adequate for the application. PART 3. EXECUTION 3.1 SEQUENCE OF OPERATION A. This Contractor shall design and install the temperature regulation system using components as hereinbefore described to effect the performance functions described hereinafter. 3.2 FAN POWERED TERMINALS WITH ZONE HEATING COILS A. These units have an integral fan and motor and primary air damper. The unit manufacturer will furnish normally open damper operators. This contractor shall provide a modulating three way valve in the coil outlet. B. When the air handling unit fan starts, an air static switch furnished by the unit manufacturer starts the unit blower. C. If the discharge temperature is below the required setpoint, the primary air damper shall modulate toward the closed position. As the primary air quantity decreases, a proportionate 1 amount is taken from the return air plenum to allow a constant volume of air to be delivered by the unit. When the damper is fully closed and all air is being recirculated from the return plenum, the three way valve shall modulate open to the coil to offset the heat loss. D. If the discharge temperature rises above the required setpoint, the sequence is reversed. As the primary air damper opens to the design inlet CFM, the maximum inlet volume controller, furnished by the unit manufacturer, overrides the room thermostat. 3.3 AIR HANDLING UNIT NO 5 A. This is an existing draw through constant air volume unit. It will be converted to VAV. The unit has a chilled water coil. It will serve fan powered terminal boxes. It will ride the fan curve for VAV fan capacity control. B. A temperature sensor shall be mounted in the discharge air duct to control 3-way valve in the outlet of the chilled water coil. The chilled water valve shall modulate to vary the flow through the chilled water coil to maintain 550 F. discharge air temperature. C. Furnish a complete dry bulb economizer control system. Include a new relief damper and utilize an existing return air and outside air damper. When the outdoor temperature is above t " 700, the outside air damper shall open to minimum position (adjustable), and return air damper shall be open. When the outdoor temperature is below 70 °, sequence the chilled water valve with the economizer such that outdoor air is the first stage of cooling to maintain �. a mixed air temperature of 550 F. If additional cooling is required, modulate the chilled water mixing valve open to the coil. D. The relief air damper shall modulate in unison with the outside air damper. E. The outside air damper shall open to minimum position (adjustable) when the air unit fan runs and close when the fan is off. F. Provide a low limit thermostat located in the inlet of the cooling water coil to stop the fan and open the chilled water valve to full flow through the coil. 3.4 FINAL TEST AND ADJUSTMENT A. Upon completion of the installation, the control manufacturer shall make all final adjustments to the system as may be required by actual operating conditions. All throttling range adjustments shall be set as narrow as possible without causing hunting. Setpoints and setup 8601-94 TEMPERATURE REGULATION 15700-3 amounts shall be such as to provide satisfactory operation under all load conditions. The operating personnel shall be instructed in the preventive maintenance procedures and in the operating of the control system. The control manufacturer shall submit a letter stating that the _ control system has been installed under the control manufacturer's supervision and has been adjusted, tested under operating conditions and is operating satisfactorily in accordance with the desired sequence. B. Provide three sets of complete operating and maintenance instructions with drawings, _ typewritten instructions and operating sequences, and descriptive data sheets. Assemble each set in a hard cover binder with "Temperature Control" title placed on front cover and binding. 3.5 GUARANTEE A. The temperature regulation subcontractor shall guarantee all workmanship and material in the temperature regulation system for a period of one year, such guarantee dating from the date _ of the final acceptance of the entire air conditioning system by the Architect. END OF SECTION TEMPERATURE REGULATION 15700-4 F SECTION 16000 ELECTRICAL SPECIFICATIONS PART 1 GENERAL: 1.1 GENERAL INFORMATION: A. All electrical installation shall be performed in accordance with the National Electrical Code and all local -codes and ordinances. Submit for review manufacturer's catalog data and drawings on each item listed herein. 1.2 CONDUITS: A. All conduit shall be electrical metallic conduit (EMT) with steel compression -type box connectors and couplings. Flexible metal conduit (Greenfield) with factory made connectors shall be used at the final connections to light fixtures and mechanical equipment. All flexible metal conduit shall not exceed 4 feet in length. Acceptable manufacturers are Pittsburgh, Republic Steel and Allied. 1.3 ELECTRICAL BOXES: A. All device outlet boxes shall be galvanized sheet steel (4"x4") and U.L. listed. Acceptable manufacturers are Appleton, Raco and Steel City. B. All pullboxes and junction boxes shall be sheet steel and U.L. listed. --1.4 CONDUCTORS: A. All wiring shall be copper type THWN stranded if larger than No. 10 and solid for No. 10 and smaller. Wire size should not be used smaller than No. 12 unless used for low voltage control wiring. Acceptable manufacturers are Okonite, Triangle and Simplex. 1.5 MOUNTING HEIGHTS: DEVICE MOUNTING HEIGHT Receptacle 18" Telephone Outlet 18" Data Outlet 18' Wall Switch 48" 1.6 WIRING DEVICES: A. All wiring devices shall be "specification grade", and shall be U.L. listed. Acceptable manufacturers are Hubbell, Arrow -Hart and Pass & Seymour. B. All devices shall have an ivory finish where mounted in walls finished in light colors and a brown finish where mounted in walls finished in dark colors. C. See mounting heights listed above for mounting heights of all receptacles and switches. D. All SPST wall switches shall be Hubbell No. 1221 or equivalent. E. All three-way wall switches shall be Hubbell No. 1223 or equivalent. 03-8601-94 I F. Receptacle, 20 Ampere, 125 Volts, 2 Pole, 3 Wire Grounding Duplex: Hubbell No. 5362 or equivalent. G. Power Poles: Walker No. AL-1 or equivalent with four 15 Ampere, 125 Volts, 2 Pole, 3 Wire Grounding Duplex receptacles and two Telephone connector knock -outs. H. Telephone Outlet: Outlet box (4" square) with coverplate furnished by Telephone Company. Provide blank coverplate on outlets that do not receive a telephone instrument. I. Data Cable Outlet: Outlet box (4" square) with 19/32" center hole and bushing in coverplate. _ J. Provide all labor, material, and equipment necessary for and incidental to the complete power system as shown on the drawings. 1.7 MOTORS AND EQUIPMENT CONTROLS: A. All disconnect switches shall be U.L. listed and shall meet NEMA standard KS1-1933 for type HD Heavy Duty switches. All disconnect switches shall be non -fused Square D (HU Series) or equivalent. 1.8 OVERCURRENT PROTECTIVE DEVICES: A. All new circuit breakers shall be bolt -on circuit breakers, U.L. listed for switching duty in the appropriate existing panelboard. '- 1.9 LIGHTING: A. All lighting fixtures shall bear the label of Underwriter's Laboratories, Inc. Submit for review manufacturer's catalog data and drawings on all light fixtures with separate sheets for each proposed fixture clearly labeled. B. Provide all labor, material, and equipment necessary for and incidental to the complete lighting system as shown on the drawings. C. Provide all fluorescent fixtures with standard cool white energy saving lamps, energy saving ballasts, and .125" thick lens unless noted otherwise. END OF SECTION 16000 03-8601-94 16000-2 SPECIAL CONDMONS i NOTICE OF ACCEPTANCE Mel The City of Lubbock, having considered the proposals submitted and opened on the dzry of 199� for work to be done and materials to be furnished in and for: F l as set forth in detail in the Specifications, Plans, and Contract Documents for such work for the City of Lubbock; it appearing that your proposal is fair, equitable and to the best interest of said City, please take notice that said proposal was accepted by the City Council of the City of Lubbock on the day of 199 at the bid price contained therein, subject to the I execution of and furnishing of all contract documents, bonds, certificates of insurance, and all other documents specified and I required to be executed and furnished under the contract documents. It will be necessary for you to execute and furnish to the City of Lubbock all such documents within ten (10) days from your receipt of this Notice. F r The five percent (5%) bid security, submitted with your proposal, will be returned upon the execution of such contract documents and bonds within the above specified ten (10) day period. In the event you should fail to execute and furnish such contract documents and bonds within the time limit specified, said bid security will be retained by the City of Lubbock. CITY OF LUBBOCK Owner's Representative