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#09-5234 (DeAngelis Diamond Construction, Inc.)
�I L .. CCAAIU DA MANUFACTURING BUILDING - IIIAI1 O ALES AIRPORT COLLIER COUNTY BID NO. 09 -5234 COLLIER COUNTY, FLORIDA Design Professional: Q. GRADY MINOR & ASSOCIATES, P.A. 3500 Via Del Rey Bonita Springs, Florida 34134 (239) 947 -1144 ,ThmN Depatre 1 330 �` i i 4I # Naples, ��o J 4.11 e � :� �p r � (\AV V � TABLE OF CONTENTS Invitation to Bid AIA Document A701 -1 997 - Instructions to Bidders Attachment to AIA Document A701 -1997, Instructions to Bidders Bid Bic! Bond Compliance Statement Notice of Award AIA Document Al 01 -2007 - Standard Form of Agreement Between Owner and Contractor Attachment to AIA Document Al 01 -1 997 - Standard Form of Agreement Between Owner and contractor Certificate of Owner's Attorney Concurrence Payment Bone! Performance Bond Notice to Proceed AIA Document A201 -2007 - General conditions of the Contract For construction Attachment to AIA Document A201 -1 997 - General conditions of the contract for construction .................... ........... ........... ............. ............................... ..................... ............... . . ,1:/:- Fr:rer .... .... ........... ....... ...............A20:1:2: ... . ac 'rnen o , .: ...................... . .......... . Certification Regarding Debarment, Suspension, Ineligibility And Voluntary Exclusions - Lower Tier Covered Transactions certification for contracts, Grants and Loans RE C EiV rE- 0) C-)r uS1; - L) P ` 1 1 -6 1- 1 -1 1 -2 1 -2 1 1 -l0 1 -4 1 1 1 -3 1- 1 1 -42 1 -11 Sworn Statement Under Section 287.188(8) (a)# Florida Statutes: on Public Entity Crimes 1-2 Contract Change order 1 Partial Payment Estimate 1 AIA Document 702 -1992 - Application and certificate for Payment 1 AIA Document 708 -1 992 - continuation Sheet 1 Equal Employment opportunity in Federally Assisted Construction contracts, Executive order Igo. 11246 1 -2 Florida Instruction 1942 -A, Guide 24 1 -4 Temporary construction Sign for Rural Development Projects 1 Standard Construction Specifications Prepared by Q. Grady Minor & Associates, P.A. - 1 -41- . Specifications for A New Manufacturing Building for USDA by Sheeley Architects,, Inc. 1 -288 Drawings 1 -5 USDA -FmHA Form RIB 1924-5 (Rev. 8 -93) INVITATION FOR BID (Construction Contract) Collier Counter Airport Authority (Name of Owner) 2005 Mainsail Drive.Naples, FL 34104 (Address, Including ZIP 'ode) (PIace) a lei Florida (Date) T 71 3Z 20 - ..2009 FORM APPROVED OMB NO. 0575-0042 ❑ a. m. SEALED BIDS, subject to the conditions contained herein, will be RECEIVED until 2 :3 0 1 E] P. M. October 2 0, 2 0 0 99 and then opened, for furnishing all materials and performing all work for CCAA /USIA Manufacturing Building - Immokalee Airport Plans and specifications, not exceeding two sets, may be obtained from 3301 E. Tamiami Trail, Building G, Naples, FTC 34112 Collier Counter Purchasing, will Form FmHA 499 -6, "Compliance Statement ", Hwill not be submitted with this bid. El will Surety bond in the amount of the contract price ❑ will not be required. Liquidated damages for delay will be $500-00 Payments will be made as follows To Be Determined Bids must be submitted on the last page of this fora, and the successful bidder will be required to execute Form RD 1 924 -6, "Construction Contract ", and must comply with the "Notice of Affirmative Action to Ensure Equal Employment Opportunity", required by E. 9. 11246, the "Equal Opportunity Clause ", published at 41 CFR 69 - 1.4 (a) and (b), and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications ", required by E. 9. 11 246, which follows: Public reporfing burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching exisfrng data sources, gathering and maintaining the data needed, and completing and review1hg the collection of inforrna #on. Send comments regarding this burden estimate or any other aspect of this collection of informatiorr, including suggestions for reducing this burden, to Department of Agriculture, Clearance Officer, OIRM, AG Sax 7630, Washington, D.C. 20250: and to the Office of Management and Budget, Paperwork Reduction Project (OMB No. 057.5- 0042), Washington, D. C. 20503. Please DD NOT RETURN this form to either of these addresses. Forward to FmHA only. Position 6 D 1924 -5 (Rev. 8 -93) ' =� AlA Document A701'" -1997 ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have reprised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. AIA Document A701 Tm — 1997. Copyright CD 1970, 1974, 1978, 1987 and 1997 bly The American Institute of Architects. A1[ rights reserved. WARNING: This A10 Document is protected by U.S. Copyright Law and intemstionai Treaties. [unauthorized reproduction or distribution of this Al e Document, or any portion of its may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible Under the law. This document was produced by AIA software at 09:42:41 on 05/1212010 under Order No,947557868O_1 which expires on 51412011, and is not for resale. User Notes: (1376454839) DEFINITIONS §.14 adding Documents include the Bidding Requirements and the proposed Contract Documents. The Bidding ts consist of the Advertisement or Invitation to Bid, Instructions to Bidders, Supplementary Instructions proposed Contract Documents consist of .... - =.eta- Bidders, the bid faun, and other sample bidding and contract fauns. The prapos t. ,the. form of Agreement between the Owner and Contractor, Conditions of the Contract (General, Supplementary and , Drawings, Specifications and all Addenda issued prior to execution of the Contract. er v onditions -.2 Definitions set forth in the General Conditions of the Contract for Construction, AIA Document A201, or in - - other Contrac- t- Docur_ nts.: are applicable to the Bidding Documents. J -- - , Contract which a f the Ca - - - - t the execution a - � � � r � ������3 Adderi��=a�� w�e� -��ar graphic instruments issued b the Architect prior o - - _ - : - or corrections. rri dif or ter rot ei din Documents b additions deletions, clarifications Y g Y - - - - :jai- }� -_- the mark far the sums stipulated therein submitted 4 A Brd:�s:a;corn Y e =acrd ry erl executed proposal to do p ', rraccaac{wxt5lid1x :Documents. : .s.> in the d ors to dorm the work describe '1.Tl'e= :ase::Bd:is the s stated in the Bid for which the Bidder off = = . ed ar from which work may be deleted for sums stated B1ddi' r I3ocurn nts as: t ie Fuse, to which work ma be add sr ° e ate; is I - in -�t rat Bi�s�- r:: ... .. .5' r = amount of rn the amo r deducted from added to a i the Bid to be ad °�rY1�Cerate is an arrYOUnt stated n Bid' f - ��rke �r1 : 'n change in the Work, as desciibed in the Bidding Documents, is accepted. equipment or -' .7� ` _„ : ui : -: A�� , a 'it stated is the Bid as a rice per wit of measurement for materials, ;services: ::r:': -a ortintf..t' "wort as described in the Bidding Documents. rh the requirements set forth in the Bidding :ISv:cer °:a pesra,._a�r,- ep.txty who submits a did and meets q g ............ Day - erir r labor fo ir r :A:Sub-bidde-s a rsbn or emit who submits a bid to a Bidder for materials, equipment o portion r .,.,:,ARTICLE :: ID'DER REPRESENT I "�V 7' x ,id' ent that. Thy Bdcle 'by" : x�riakln a Bid' es s _ - 1: -die Br d .: read understands the Bidding Documents or Contract Docunneaats, to the extent that such er.. as g eiatatao laces to the:;w ` :f6t&which the Bid is submitted, and for other onions of the Project, if any, being id' =�4currm. ky or c_ _�:.:� .- :;:,: :::��;�,. � �LS�._�= :.r�;: -� �er��cari ytructlon. r. elm: 4w 1- _ e 2 T e" Bid is made is compliance with the Bidding Documents. ." . The e B der s ,s t :tl ` -site, became familiar with local conditions under which the Work is to be performed and has corf&a dff ."Bidder's personal observations with the requi § 3,1.2 Bidding Documents will not be issued directly to Sub - bidders unless specifically offered in the Advert sement or Invitation to Bid, or in supplementary instructions to bidders. Bidders shall use complete sets of Bidding Documents in preparing Bids; neither the Owner nor Architect : assues.responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. The owner and Architect may make copies of the Bidding Documents available on the above terms for the ,purpose of obtaining Bids on the Work. No license or grant of use is conferred by issuance of copies of the Bidding _ - Docurents. = : . . 2 INTERP ETATid:k OR, OF BIDDING DOCUMENTS :2.1 . $d'r sla1;_refull stud and compare the Bidding Documents with each other, and with other work § Y P g lain bid= orrent :or. riqsentl under construction to the extent that it relates to the work for which the Bid is = = : g -:: y ` .- sub itte'd, -All a atnin tlx :,s to and local conditions and shall at once report to the Architect errors, - ictnsiexes or a�rnf ue discovered. - - '.a', - '' :f• - - -.max .: ::: .. $1i i er . ,:s `pub - 5 -t requiring clarification or inter reta%an of the Bidding Documents shall make a - g p g ° r t: : he ; vh Bch : l reach the Architect at least seven days prior to the date for receipt of Bids. :Intl ' ratio "��, trem n`s and changes of the Bidding Documents will be made b Addendum. Inter iretatis correc Yons an :than es of the Bidding Documents made in an other manner will not be binding, g :- g Y :.- -8' andderhaf 1` ':ire1 ' u n: :,them. ,. F' 3 sm _U T .:. .:..t .:. ..:.... . UT .vv ON - a ma ed ' w}.m . . -- r:: : +G:6 r•w-•s 6 '., . d equipment described in the Bidding Documents establish to b Iish a standard of required ired r la-1 ppearan and quality to be met by any proposed substitution. - .. _K -o sulastit�t�,orz - 'w�l� =:be considered prior to receipt of Bids unless written request for royal has been - ; ': F F PF rte : ;.; _ :.?<- Such requests shall include the name .. - la::4x_ ;ect at least ten days prior to the date for receipt of Bids eq _ - o :. h material or., ui rit': 'or which it is to be substituted and a complete description of the proposed substitution .._:i�15 a..'. ... :. - A statement n l dra for an evaluation. .?. g .perorance andrts_ data, and other information necessary S e tui forth cY y t aer mat rW: :,e : ui ment or other portions of the Work, including changes in the work of :: other e`' ntraets:that 16o rail ri i : ':`' u require, shall be included. The burden of roof - ...:.:... . o � �. ro ose substitution o of the° n ,erk- t 6-p��roposed u stl.tu f6n is upon the proposer. the Architect's decision of approval or disappro�ral of _. - 1, : :a ' :os d 's l to i n sh lYbe Final, 3 :lf'thtArchitect app r:es <:a ro osed substitution prior t receipt of Bids such approval will be set forth is an P) � '�� den? ":._:: ,,,:::. -:� -: -- = - -- :: Ad duet! Bidders.,: all rt ':r: l :, a n a royals made in any other manner. §.`:� UsNo substitutia v A rba0:::considered after the Contract award unless specifically provided for in the Contract Documents ::: r ..: 3.4 ADDENDA:.: s:? 14.l Atldna're transmitted to all who are known by the issuing office to have received a complete set of Bidding DoeurztR:: § 3.4.2 Copies of Addenda will be made available for inspection wherever Bidding Documents are on file for that .. ....... = .•... : § 4: 4dde a will be issued no later than four days prior to the date for receipt of Bids except an .Addendum :. th.&A id-g :e inquest for Bids or one which includes postponement of the date for receipt of Bids. ....... ...... .. ........ § 3.4.4 Each Bidder shall ascertain prior to submitting a Bid that the Bidder has received all Addenda issued, and the Bidder shall acknowledge their receipt in the Bid, AIA Document A701TIA — 199 Copyright 0 1970, 1974, 1978,1987 and 1997 by The American Institute of Architects. Ali rights reserved. WARNING-, This AiA Document is protected by U.S. Copyright Law and International Treatl . Unauthorized reproduction ordistribution of this AIA Document, or 3 any portion of it, miay result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the lair. This document was produced by A I A software at 09 :42 :41 on 0811 ?1201 d under Order No.8476578680_1 which expires a 514/2011, and is not for resale. User motes: (1376454839) I - ARrI I_E BIDI offlui I R0CEDURE =1 PREPARATION OF BIDS ::... _4 'I B ds shall be submitted on the forms included with the Bidding Documents. - 4i blanks on the bid form shall be legibly executed in anon- erasable medium. _ ms _ _ - - § 4 " 3Surns shall be expressed in both words and figures. In case of discrepancy, the amount written in words shall -goveirn. . __4:1.4 Interlrri ations :`fflt ations and erasures must be initialed by the signer of the Bid, :: r : ^':4 All r u sted:A -1 tes shall be bid. If no change in the Base Bid's required, enter No Change. : §:. g q } the Bidder may, without f 1. wl : r o or..more Bids for designated portions of the Work have been requested, y, ::::'forfeiture -of :thy hid:: °s cunt ;'" -state the Bidder's refusal to accept award of less than the combination of Bids , °.;s e,B:idder. The�`�ddex shall make no additional stipulations on the y bid form nor qualify the Bid in are :-other: s :... ai�cr . _ : �: i1 }.•: : ..'ice '::5': ':..1:. = e Bidder. The .... the nature of legal form. of th � •� a� c�� '��th- :�`��= msl�all state the legal name of the Bidder and = { B idd a11: ro de - ey idencia of legal authority to perform within the jurisdiction of the 'Work. Each copy shall be er t e = { e all authorized t i the Bidder to a contract. A Bid b a corporation shall . .... y- :.;P rson,ozesons. g' a ors ed o bind B y p er : , � state a MA; or: .. on and have the corporate seal affixed. A Bid submitted by an agent shall have a :current pi W& o orne �°attacfied certifying the agents authority to n e i er. :. - E UIIYY, I :. . V m:; :::. elated in the `>each:id,al:ccganied b a bid security in the dorm and amount required if so step ::.0 with the Owner an the teens stated in the Bid sty ct�o�xa to Bid�e��� �Tix$�id�ler pledges to enter into a contract �v y : :, 5;, � _ li anon s ,.: ,•. and n ::z : used, : u = ds coverin the faithful erforma.nce of the Contract and a ent o a o q g F Ym g - h lacnds if required the arrsin a and <: a t lc � e Bidder refuse to enter into such Contract or fail to furnish suc , t,.;'. .. :_ - _ ,��; ....k. _'.tip,_`' -s .... _�y' ... ... axi�iou : o_ :t e..b d sec :t shall be forfeited to the Owner as liquidated damages, not as a penalty. The amount of r'.thcezb d secun.t shall.not,b " Ibrfeited to the Owner in the event the Owner fails to comply with Section 6.2. ;:4;x.2 If a sure :bani_;i re x�ire =¢1 -' be written on AIA Document A310, Bid Bond, unless otherwise provided y- c a . :.., .. v :.. .......... in :the: B.iddin :y..Documents andv `ttre -in -fact who executes the bond on behalf of the sure shall affix to the I.;- .. on a:c, t L : an_;:;currentrco Q ` -t a power o attorney. hta.:retain the bid security of Bidders to whom an award is being considered '.' r.:% t.. i, �.: i._:;�_ :._.' :'__'. to •��: -.: ''!1. v ur l: rher: a ::the Contra =has i executed and bonds if required, have been furnished or the specified ified time 7. .:.. qab F ¢: f :.::::has elapo.that Ids mare:wdrawn or (c) all Bids have been rejected. 4.3.E All co tes o tl ':bid security, if any, and any other documents required to be submitted with the Bid shall'. be enclosed in a d °_ ue envelope. The envelope shill be addressed to the party receiving the Bids and shall be .identifie =_: ith t 6 Project name, the Bidder's name and address and, if applicable, the designated portion of the Work: �r}�v; '`h a Bid is submitted. If the Bid is sent b xx�ail the sealed en�relo a shall be enclosed in a P ..' `se :+ orate Ana l ri:: eri r I e with the notation "SEALED BID ENCLOSED" on the face thereof. § 4.3.2 Bids shall t deposited at the designated location prior to the time and date for receipt of Bids. Bids received - afteu.thd dime and date for receipt of Bids will be returned unopened. 4. -3 3 .Th6 :Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. =:- =: §4:3.4 Or........ elehonic, telegraphic, facsimile or other electronically transmitted bids wall not be considered. 4.4 MODIFICATION OR WITHDRAWAL OF BID § 4.4.1 A Bid may not be modified, withdrawn or canceled by the Bidder during the stipulated time period following the time and date designated for the receipt of Bids, and each Bidder so agrees in submitting a Biel. AIA Document A701 TMs — 1997. Copyright @ 1970, 1974, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARDING: This AI0 Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Me € ocument, or 4 any portion of it, may result in severe c €gilt and crim inai penalties, and will be prosecuted to the maximurn extent possible under the lave. This document was produced by AIA software at 09:42:41 on 0511 21201 d under Order No.8475578580L_1 which expires on 51412011, and €s not for resale. User Notes: (1376454839) 1 .4.4.2 Prior to the time and date designated for receipt of Bids, a Bid submitted may be modified or withdrawn by .: na 6'16.-the pay receiving Bids at the place designated for receipt of Bids. Such notice shall be in writing over the -_ ...... ....... . . s r t e f the Bidder. written confirmation over the signature of the Bidder shall be received, and date- and time - - =. ms a by the receiving party on or before the date and time set for receipt of Bids. A change shall be so worded as not to reveal the amount of the original Bid. °44:3 withdrawn Bids may be resubmitted up to the date and time designated. for the receipt of Bids provided that ,.., :they are then fully in cornformance with these Instructions to Bidders, ;.4.4.4 Bid security , if re Wired shall be in an amount sufficient for the Bid as resubmitted. - - y ,�q., 'ARTICLE CIID :ETNF BIDS es t e dl cret�or� of hth w er' if stipulated in the Advertisement or Invitation to Bid the properly identified Bids . : :. reeived.O.n;Yme:kbe'1 o ened and will be read aloud. An abstract of the Bids may be made available to A r :REJECTION'OF BIDS;:: ° = ` 0v errs j . al aver -h :x ht to reject an or all Bids. A Bid not accompanied b a required bid security or by - - tax. {::: -- - � -' + �' -�. oer :dta:r :tredh e -Bidden Documents or a Bid which is in an way incomplete or irregular is subject to _ g r a Y ..re ec:, bin Li 1 •`vim , { • - - - - i 4C CEP ✓1-x;ais tx. tenttf _te;wner to award a Contract to the rawest ualifxed Bidder provided the Bid has been = = available. you irt= ° 4 . d does emceed the funds b. e�3, n acco�dar e t� t_ ;e requirements of the Bidding Documents axe oe _ d to acre t the Bid The rxr :shall -ae' :the -ri h -to waive informalities and irregularities in a Bid received an .c ; t he ner ?s_: 1. dent is in the Owners own best interests. unless otherwise specifically = } 5 3 Th wr e Have the right to accept Alternates in an order or combination, . ......... ::- : -- -� a e Bid and ; : ` ro Vide din the B ddin :I� un-�ents, and to determine the low )3idder on the basis of the sum of the B s A {: ¢4tg. : :- trues acre ;i - - R_ IC LE, ; POST- BID INFO F NI 1` s.1 CONTRA GT0 s :.QUA IF1CATIOWsTArEMENT -� - -- r ��� d 'd r s to �- o .: a - , :axd of ~Contract is under consideration shall submit to the Ar chitect , upon request, a properly 0 ift -6d :AIA Document A 05 txtractoar s uglification Statement, unless such a Statement has been previously rredr d gb.mitted as: ': r :e t� ` o the issuance of Biddin����g Documents. a.0 : -- :52 :0 NER'S FINANCIAL CAPABILITY _The.: der shall, at e re qvlzs.tof the Bidder to whom award of a Contract is under consideration and no later than r Jd e o :aseven days " f the time for withdrawal of Bids, furnish to the Bidder reasonable evidence that fina ial arrangeme t :have;° e x made to fulfill the Owner's Obligations under the Contract. Unless such reasonable , 7.;evide'nceds iOfnished, tie %Bidder will not be required to execute the Agreement between the Owner and Contractor. SUBMJTTAL & : ` 6:3.1 The B`dde4sa1I as soon as practicable or as stipulated in the Bidding Documents, after notification of selection for the award of a Contract, furnish to the Owner through the Architect in writing: adesignation of the work to be performed with the Bidder's own forces; .... :.. :: _. : ::: mes of the manufacturers, products, and the suppliers of principal items or systems of materials and equipment proposed for the work; and 3 _ :lanes of persons or entities (including those who are to furnish materials or equipment fabricated. to . .... ...... :a special design) proposed for the principal portions of the Work. § 6.3.2 The Bidder will be required to establish to the satisfaction of the Architect and Owner the reliability and responsibility of the persons or entities proposed to furnish and perform the work described in the Bidding Documents. AIA Document A70J TM ,1997. Copyright O 1970, 1974' 197'8,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U. . Copyright Law and International Treat4s. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result its severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 99:42 :41 on 0511212014 under OrderINo.8476578686_1 which expires on 51412911, and is not for resale. User Notes: (1375454639) . §.6.3 :Prior to the execution of the Contract, the Architect will notify the Bidder in writing if either the Owner or hitoo : after due investigation, has reasonable objection to a person or entity proposed by the Bidder. If the - - = - -- on or entity, the Bidder ma at the Bidder's option uv ar�:Architect has reasonable objection to a proposed person ty, y� raur the Bid or ( submit an acceptable substitute person or entity with an adjustment in the Base Bid or w:. ltemate Bid to cover the diffcrcnce in cost occasioned by such substitution. The Owner may accept the adjusted c :g ce or disqualify the Bidder. In the event of either withdrawal or disqualification, bid security will not be _ fare ted. = and Architect have made no reasonable x:3.4 Persons. and ent ' 6 prop osed b the Bidder and to wham the Owner :m ;;, p P ction Mu_ st_ be used bWthe Work for which the were proposed and shall not be changed except with the written ......:.:..... ..:. y P F c aserit of . �O ne } " :Architect. _ ARTI LE�7: =' `PE FO N E,BOND AND PAYMENT BOND v: . ., .5.::.. .::v. .w. ... =. A4-.7,J BONVREQUIREMENT I"sti rat ire B'c� Documents the Bidder shall fuxxsh bonds covering the faithful performance of ire aratand a. en.tf obligations arising thereunder,~ Bonds may be secured through the Bidder's usual 4 n V �.+�7 u - cast shall be included in the Bid. the: =�i�` �~w�af:�such bonds is stipulated in the Bidden Documents, the e:rnxsl of.sl:>id_s$required after receipt of bids and before execution of the Contract the cost of such dd t :t t Bi , in determining the Contract burn. - . - •4 ,] :';. i �.i! ?:. r }...�J ?•, , 5 sue:}. 1 .. - - -- - - - - tY 9}.::s "i.: }�r3:.:;:`. :;,b's,:' � � will s. ' : a" d used from other than the Bidders usual sources changes in cos " .3 4f tb O ne requ res ;t> at bonds be sec o � ache (ed a Contract Documents. , - : TIMMEOF DEUVERYANWFORM OF BONDS ` 1 �d e, = h : °l c elr rer: the required bonds to the Owner not later than three days follovnin the date of j g vase to a letter of intent the Bidder e tea ti the o t: a :I lie Work is to be commenced rior thereto in resp , r submit evidencesatisfactory to the Owner that such bands will be h all } = rro�rtrr�men :cement of the Work, s b a .... . ... P rdance with this Section 7.2.1. : firn written AIA Document t A31 2 Performance Bond and Y:I Unles tvu��:�.:;.r,a vxded�`Yt� ��� ��bds shall be ur on v ::P Y:: :,..:.,,B d ha l:he: Ytten zn the amount of the Contract Sum. i n 'Bond. Bo ban s s - - - - - - - -- - -- - - - 0, _.. w� 3 Th : ar►d s1 Vbe dated on or after the date of the Contract. 7.�4`Th�Bidd r hall r ,> a attorne -ix -fact who executes the require bonds on behalf of the curet to affix y Y r.: es theretd aridt-urr&U OD e power of attorney, +ARTIQLE 8 .FARM.. F REEI ENT BETWEEN OWNER AND CONTRACTOR Unless other *: r c� � r � i 't� Bidding Documents, the Agreement for the Fork will be written on AYA Document A101, St dg:f Tr�oii 'af Agreement Between Donner and Contractor Where the Basis of Payment Is a ipula A[A Document A701Tm —1997. Copyright 0197D, 1974, 1978, 1967 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This Ate Document is protected by IJ.S. Copyright Law and Intemadonat Treat lea. Unauthorized reproduction ordistelbutIon of this A] e Document, or B any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the taw. This document was produced by AAA software at 09:42:41 on 0511212010 under Order No. 8476578680�1 which expires on 51412011, and is not far resale. User Notes: 1376454839) . 1 L J Additions and Deletions Report for AIA Document A701 Tm —1997. Copyright ©1970, 1574, 1975, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING., This Ale Document Is prot6oted by U.S. Copyright Law and International Treaties. Unauthorized reproduction or � distribution of this Ale Document, or any portion of it, may result in severis civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by A 1 software ab. 09:42 :41 on 4511212010 under Order No.8476578680 1 which expires on 51412011, and is not for resale. User Notes: (1376454839) AIA Document D401 Tm — 2D03. Copyright* 1992 and 2003 by The American Institute of Architects. All rights reserved.WARNING: This AIA Document is protected by US. Copyright Law and International Treaties. Unauthorized repraduction or distribution of this Ale Document, ment, or any portion of it# may resoIt In severe 6v 11 and criminei penalties; and will be prosecuted to tine maximum extent possibie under the law. This document was produced by AIA software at 09:42 :41 on 0511212010 under Order No.8476578680 1 which expires on 51412011, and is not for resale. User Notes: 13�G45489) i FAD Instruction 1942 -A Guide 27 Attachment 2 Page l ATTACHMENT TO AIA DOCUMENT A701 -1997, Instructions to Bidders The provisions of this Attachment sha.11 delete, modify and supplement the provisions contained in the "Instructions to Bidders," AIA. Document A701-1997 Edition. The provisions contained in this Attachment will supersede any conflicting provisions of the AIA Document- The term "'Agency,,"' as used in this Attachment, shall mean the United States of America, acting through the United States Department of Agriculture. ARTICLE 21 BIDDER'S REPRESENTATIONS 2.1 Add the following subparagraph to paragraph 2.1 2.1.5 This Bid has been arrived at independently,, without consultation, communication, or agreement as to any matter relating to this Bid, with any - othea Bidder or with any competitor. ARTICLE 41 BIDDING PROCEDURES 4.1.1 Add the following sentence to subparagraph. 4.1.1: Only one copy of the Sid i3 to be submitted. 4.2.1 Delete subparagraph 4.2.1 and substitute the following= 4.2.1 Each Bid must be accompanied by a Bid Bond payable to the Owner for five percent of the total amount of the Bid. 4.2.2 Delete Subparagraph 4.2.2 and substitute the following 4.2.2 The Bid Bond shall be written on a form identical to that included in the Bidding Documents, and the attorney -in --fact who executes the Bid Bond on behalf of the surety shall affix to the Sid Bond a certified and current copy of the power of attorney. 4.2.3 Add the words "payment and performancell before the word. "TbondsT'; and add the following to subparagraph 4.2.3: As soon as the Bid prices have been compared, the Owner will return, the Bid Bonds of all except the three lowest responsible Bidders. When the Agreement is executed, the Bid Bonds of the two remaining unsuccessful. Bidders will be returned. (08- 26 -98) PN 296 RD Instruction 1942-A Guide 27 Attachment 2 Wage 2 4.2 Add the following subparagraph to paragraph 4.2 4.2.4 If a Bidder refuses to execute the Agreement or obtain the Performance and Payment Bonds within the agreed time, the Owner may consider the Bidder in default, in' which case the Bid Bond accompanying the Bid shall become the property of the Owner. 4.3 Add the following-subparagraphs to paragraph 4.3: 4-3.5 All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the Project, shall apply to the Contract throughout. 4.3.6 The Bidder agrees to abide by the requirements of Executive Order 11246, specifically including the provisions of the Equal Opportunity Clause and the Standard Federal. Equal Employment Construction Contract Specifications set forth in the Supplementary Conditions. 4.3.7 The Bidder agrees to abide by the requirements of section 319 of Public Law 101 -121, which pertains to lobbying activities and applies to recipients of contracts or subcontracts that exceed $100,000 at any tier under a Federal loan that exceeds $150,000 or a Federal grant that exceeds $100,000_ Each Bid shall be accompanied by a completed lobbying certification form identical to that. included in the Bidding Documents. 4.3.8 The Bidder agrees to abide by the requirements under 7 C.F.R. part 3017, which pertains to the debarment or suspension of a person from participating in a Federal program or activity. Each Bid exceeding $25, 000 shall be accompanied by. a relevant completed certification form. identical to that included in the Bidding Documents. 4.4.1 Delete subparagraph 4.4.1 and substitute the following: 4.4.1 No Bidder may ' withdraw, modify' or cancel. a Sid within 60 calendar days after the actual date of the opening thereof. Should there be reasons why the Contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the Owner and the Bidder, and the concurrence of the Agency. 4.4.4 delete the wards ", if required," from Subparagraph 4 . 4 . 4 . RD Instruction 1942- -A Guide 27 Attachment 2 Page 3 ARTICLE 5, CONSIDERATION OF BIDS 5.3.2 Delete subparagraph-5.3.2 and substitute the fallowing:' 5.3.2 The Owner shall have the right to adept Alternates in the sequence or combinations listed and to determine the low Bidder on the basis of the sure of the Base Bid and the Alternates accepted. ARTICLE 71 PERFCRMA CE BOND AND PAYMENT BOND 7.1.1 Delete subparagraph 7.1.1 and substitute the following: 7.1.1 Prior to execution of the Contract, the Bidder shall furnish Bonds covering the faithful performance of the Contract and the payment of all obligations arising thereunder. Bath Bands shall be separately wri'tt en f ''each -in 'the amount of the Contract, Sum- The cost shall be included in the Bid. 7.1.2 Delete subparagraph 7.1.2 and substitute the following: 7.1.2 Surety companies executing Bands must hold a certificate of authority as a acceptable surety on Federal Bonds as listed in Treasury Circular 570, as amended, and be authorized to transact business in the Statc where the Project is located. 7.1.3 Delete subparagraph 7:1.3. 7-2.1 Delete subparagraph 7.2.1-,and substitute the following: 7.2.1 The Bidder to whom the Contract is awarded will be required" to execute the Agreement and obtain Performance and Payment Bonds within ten (10 ) calendar days from the date: when the Notice of Award is delivered to the Bidder.. The Notice shall be accompanied by the necessary Agreement and Band forms. 7.2.2 Delete subparagraph 7.2.2 and substitute the following: 7.2.2 The Bonds. shall be written on forms identical _to those ..included in the Bidding Documents.. (Note: Any additional provisions that are necessary to remain effective after execution of the Contract for Construction will be inserted here and continue in the same format.) M (08- 6--90) PN 296 RD Instruction 1924 -A Guide 1, Attachment 3 BID Proposal of DeAngelis Diamond Construction Inc. .. (hereinafter called - "BIDDER ") , organized and existing under the laws of the State of Florida doing business as DeAngleis Diamond Construction, Inc. *. To the Collier County Airport Authority (hereinafter called "OWNER ") . In compliance with your Advertisement for Bids, BIDDER hereby proposes to perform all WORK for the construction of CCAA /USDA Manufacturing Buil.din - Immokal e e Airport in strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the prices stated below. By submission of this BID, each BIDDER certifies, and in the case -of a joint BID each party thereto certifies as to its own organization, that this BID has been arrived at 'independently, without consultation, communication, or agreement as to any natter relating to this BID with any other BIDDEN or with any - competitor. BIDDER hereby agrees to commence WORK under this contract on or before a date to be specified in the NOTICE TO PROCEED and to fully complete the PROJECT within 155 consecutive calendar days thereafter. BIDDER further agrees to pay as liquidated damages, the sum of 500.00 for each consecutive calendar day thereafter as provided in Article 3 of the Owner- Contractor Agreement. BIDDER acknowledges receipt of the following ADDENDA: ' Addendum 1 -a * Insert "a corporation ", "a partnership ", or 'pan individual" as applicable 1/3 C2- 16 -83) PN 869 1 RD Instruction 1924 -A Guide if Attachment BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following unit prices or lump sun; BID SCHEDULE NOTE: BITES shall include sales tax and all other applicable taxes and fees. NO. ITEM UNIT UNIT PRICE AMOUNT TO'N'AL PRICE See Attached. 23 RD Instruction 1924 -A Guide 1, Attachment 3 NC. ITEM UNIT UNIT PRICE AMOUNT TOTAL PRICE TOTAL OF BID . . . • • • , . 752x244,80 LUMP SUM PRICE ( if applicable Respectfully subraitted: Signature Address Title Date License number (if applicable) SEAL - (if BID is by a corporation) 000 3/3 (2-16 -83) PIS 869 CA IUSDA Manufacturing Building BED SCHEDULE `rA." SITE WORK DESCRIPTION A -1 Grubbing A-2 FM HaW, Spread, Shape, & Compact In Place A-3 Bahia Sad (dry detention area) A-4 Erosion Control -Silt Fence A -5 Testing Services EARTHWOR NOTES: UANTITY UNIT UNIT COST TOTAL 2.6 AC 2'ZA D 4,150.4 CY'' 1.,050.0 SY l� 17245.4 LF 1. 1.0 LS Site Work To tat 2..,P ),I f3 LV A2 - Earthwork off-site clean M material - including placement and compaction of fill to construct the Broadway, drives, berms and other areas shown to the clevations shown on the plans. Including wish site grading, and construction ea ce(s), Paymeut lamed an truck meamm (provide haul tickets). A -5 Testurg Services- Compaction of all disftirbed areas with compactions testing to 98% of modified proctor density fioT building pads lots, paved travel wags, and paxlang areas. Famish modified proctor and compactiom '.Pest results to Engineer. Const3 uction stake out by owner. CCA41USDA. Manufacturing Biding B11D SCHEDULE "B" DRAINAGE SYSTEM MRNI DRAINAGE NOTES: Furnishing and handling of all required materials, all excavation ( including rock over excavation and/or damueldng if necessary), dewateft bedding material (if necessary), rock removal and disposal off-site (if necessary), installatim backfilling, compaction, compaction testing in roadway areas, final grading, coordinating with othet aontmotors and utility companies, flushing, cleanup, repair of any damage caused by construction and other items necessary W complete the system and provide the owner with a complete working drainage system as shown on the drawings and specified on these contract documents. All catch basins will be covered with filter fabric to prevent infiltration during construction and alphaiting and will be removed aver asphalting. Pipe measurement is tm inside wall of'structtues. Construction stake out by owner. B -6 Finish grade dry detention areas, swales and perimeter berm. B-7 Clean -up drainage system and perform inspection with Collier County including completion of punch -list items. DESCRIPTION QTJANTITY UN T UNIT COST TOTAL $-1 Control Structm I EA CiTs dil S 15 RCP 448 LF�� B-3 18" RCP 180 LF 1 1 S" Flared End Section 1 EA 10ty B-5 Catch Basins 9 EA 4 B-6 Construct Dry Detention Area., Swales and Permiter Berm I LS B-7 Clean -up of drainage system & inspection 1 LS B-8 Remove 35 L1r of 18" RCP and mud up inlet 1 LS S � � �.• Storm Drainage Total MRNI DRAINAGE NOTES: Furnishing and handling of all required materials, all excavation ( including rock over excavation and/or damueldng if necessary), dewateft bedding material (if necessary), rock removal and disposal off-site (if necessary), installatim backfilling, compaction, compaction testing in roadway areas, final grading, coordinating with othet aontmotors and utility companies, flushing, cleanup, repair of any damage caused by construction and other items necessary W complete the system and provide the owner with a complete working drainage system as shown on the drawings and specified on these contract documents. All catch basins will be covered with filter fabric to prevent infiltration during construction and alphaiting and will be removed aver asphalting. Pipe measurement is tm inside wall of'structtues. Construction stake out by owner. B -6 Finish grade dry detention areas, swales and perimeter berm. B-7 Clean -up drainage system and perform inspection with Collier County including completion of punch -list items. CCAAfUSDA Manufacturing Building BID SCHEDULE "C" SAMTARY SEWAGE COLLECTION SYSTEM DESCRIPTTON . C�1 Locate & Connect to Existing 6" Sewer Stub -nut C -2 6" PVC Sewer Service C -3 6" Cleanout C-4 Television hispectlon. (Preliminary & Final) Sanitary Sewer Total SANITARY SEWER NOTES: CJANTYTY UNIT T.iM'f COST TOTAL 1 EA 318 LF 6 EA 312 LF � (D ZA size Includes furnishing and handling of all rewired materials, connection to other pipelines, manhole lining, manhole coating, drop manhole where shown, locating existing utilities. ahem of construction, protecting existing utilities, all excavation (including rock and over - excavation if pessary), dewatering, bedding material (if.necessary), pipeline installation, temporary plugs, back filling (imported fill if necessary), compaction, compaction testing in paved areas, cleanup including. Providing complete as- built drawings and other items necessary to complete the system and provide Owner, DEP and xmmokalee Water and Sewer District with a complete working sewage collection system as shown on the drawings and required by Immokalee Water and Sewer District. Cut is measured from existing grade. Manhole depth is measured from nine to invert. Construction stake out by owner. i CCA (USDA Manufacturing ]Building BID SCHEDULE "D" WATER DISTRIBUTION SYSTEM DESCRIPTION D -1 I" PVC Water SeMce D -2 2" PVC Water Service D -3 2" gate Valve w/ Box D-4 6" Jumper w/ Back ow Assembly (temp.) D -5 Water Main Connection (cut -in) D -6 Directional Bore 8" 'mater Main D -7 871 PVC Water lain (CL 150) D -8 8" Cate 'Valve /Box D -9 8" Compact Detector Check Assembly Complete D-10 Fire Department Connection Complete D -11 Post Indicator Valve Complete D--12 Fire Hydrant (Complew Assembly) D-13 8" Air Release Valve D--14 Hydrant Bollards POTABLE WATER NOTES: UNIT QUANnTY iJA7T COST TOTAL 78 LF 220 LF 1 EA ] EA 1 EA 105 460 LF 2 EA 1 EA l ]EA 1 Ea 2 EA 1 EA 4 EA Potable water Tout SOL ( —7 ?Z-D ��S lqclD � 0M L 6GD I � �3'-�S ►3'AS X1 Zs 11) LO O 1 Z� 5CC y S f 61:�5 Includes furnishing and handling of all rcquired materials, connection to other pipelines, all excavation (including rock and ova' vation if necessary), dewateri.ng, bedding material (if necessary), pipeline installation, back filling (imported fill if necessary), compaction, compaction testing in paved areas, pressure testing, disinfecting pipelines, flushing cleanup. Providing complete as -built drawings and other items necessary to complete the system and provide the Owner and Florida Department of Environmental Protection and Immokalee Water and Sewer District a complete working water distribution system as shown on the dmwings. Construction stake out by owner. CCAAJCUSDA Manufacturing Building BID SCHEDULE "E" ON -SITE ROADWAY CONSTRUCTION DESCRIPTION I UNff I QUAN= UMITT COST TOTAL E -1 Type "D" Curb 865 LF Ict () E-2 1 112" ,Asphaltic Concrete ( Type S -M) (2 lifts) 4,585 SY LA E -3 8" Limerock Base (compacted and rimed � P primed) 5,015 SY � # E-4 12" Stabilized Subgrade 53,620 SY I E -5 5' Concrete Sidewalk (4" Tliick) 528 SY E -6 Concrete Sidewalk (6" Thick) 445 SY E -7 Si � � P���l�n� Markings � LS BIC) E -8 Construct handicap cramps 4 BA t� 1 B-9 Install Wheel Stops 67 EA E -1 D Loadin g P Complete lam Co lete 1 LS. t E -11 Provide and install conduit for street lights& in iption 1 LS Pavmi g Total PAVING NOTES: Roadway construction complete per the plans and specifications including connection to existing roadways, stabilized subgrade, limerock base, tack coat, aspbaltic concrete, required testing by an independent k boratory, signing, striping, finish grading, coordinate Collier County inspections. Construction stake out by owner. E -8 Construct handicap ramps at sidewalk crossings including tack-tile surface and markings acceptable to Collier County. CCAA/USDA Manufacturing Building DID SCHEDULE "T" LANDSCAPE & MIGATIDN DESCRffION F -1 baboon Holly (10' O.A., F -5' SPR-,1 314" CAL.. Min.) F -2 Slash Pine (14' -1G' R`., 6' -8' SPA., 3/4 "CAL. Min. 6' C.T.) F -3 Live Oak (10' O.A., 1' -5' SPIN., 13/4" CAL. Min.) F-,4 Live Oak (14' -1 G HT., 6' -8' SPD., 3"-4" CAL., MirL, 6 C.T.) F -5 Bald Cypress (10'0.A., 1' -5' SPP-., 13/4" CAL Min.) F-6 Satbal Palm (I415 18'1 22' C.T, Staggered Adjacent Heights, Booted) F -7 mild Coffee (I Alan, 30" O.C.) F -8 Save Palmetto (3 Gallon, 48" C.C.) F -9 Simpson Stopper (3 Gallon, 24 "x24" Full, 36" O.C.) F-10 Myrsine (3 Gallon, 24"x24" Full, 36" O.C.) F -1 I My rsine (7 Gallon, 4' HT. Min., 36" O.C.) F-12 Floritam Sod F -13 Design and construct irrigation systeann., complete Landscape and Irrigation Total LANDSCAPE NOTES: All units cost are to furnish and install. See landscape Plans for Satanical dames UANTITY [1NI'P UNIT COST TOTAL 8.0 EA 1 7JD 1:1 LlD 4.4 EA t 5C7 C400 23.0 EA f ZJD 2160 4.0 EA LSO lo'l'lO 14.0 EA 44.0 EA 304.0 EA ;%Ct lZ. 146A EA 1SZ 246A EA I1M2 236.0 EA ? �� xx 130.0 EA 7J�� 2,900.0 SY sui n r c CLSOa SB()t7. G -1 C2 j CCAA/USDA Manufacturing Building BID SCHEDULE "G" BUILDING CONSTRUCTION DESCRIPTION UANTITY Coustuct Manufacturing Facility Building (Complete) 203,000.0 Construct Concrete Floor Slab (Complete) 187337.0 I [ TT uNTr COST TOTAL SF SF Building Total BUILDING CONSTRUCT) NOTE S 4-76 Lic�s G -2 4" - 4000 psi concrete floor slab inclining reinforcing steel mesh, expansion material, expansion joints, 6 mil vapor barrier and smooth trowel finish, per square foot installed. Turn up and capoff 12" above finish slab 4" sanitary line (10 places) and 3" vents (5 places). October 23, 2009 .mss. Theresa Cook Collier County Airport Authority 2005 Mainsai1 Drive, Suite I Naples, FL 34114 RE: CCAA[USDA Manufacturing Huilding Immokalee Regional Airport Bid 09 -5234 Dear Ms. Cook: We have reviewed the bids submitted by General Contractors to constr t the project. There weTe 23 bids rang from $729,000.80 to $1,26 1,669.12. We found some errors iii the two (2) lowest bidders. DeAngelis Diamond Construction bid was low at $729,000.80, They had an en or in bid items --5 and E-6. These items are for 5' wide concrete sidewalks 4" and 61' respectively. Their bid unit cost was $2.75 and $3.25 per unit. The hid tab unit was square yap. -ds however their unit cost is for square feet. The result is an additional $23,244 ,.80 brm" ging their total bid to $752,244.80. This is very close to the second lowest bidder One Source Construction's total bid of $754,455.00. We reviewed O. e o ce's bid and they also have an error in addition of line items in their bid schedule `E'. The correct total for schedule 'E' results in an increase in their total bid of $22,850.00 bringing their correct total bid to $777,305.00. They remain second lowest bidder and DeAngelis is clearly the low bidder. We have worked with DeAngelis Diamond Consttucti.on in the past and they are competent contractors, We recd end awarding the contract to DeAngelis Diamond Construction i the correct total amount f 52,244.80, Very Y Ours, W. Minor C, Scott Johnson, Collier Cowity Purchasing Q. (Irady °linor & Assoc- iates, P.A. Ph. 239-9-47-1144 a : 239-947-03-15- 380 Arta Del IRCY EID 0 0 105 f'a I a LIF; 000 ) 15 t LC 26000266 B m ita Springs, F L = : PF 4 ] I G; CCti �7 I1ST N. Do si4 13i�r�i�i dde r. �-C - r , � Bid Curt � Rccanmcnd {2) !0 -2 -09_d Vd W-0 ler- 1PY U&bn Memorandum Email: scottiohnson@collieLgov.net Telephone: (239) 252 -8995 FAX: (239) 252 -65$8 ADDENDUM Date: August 17, 2009 From: Scott D. Johnson, Purchasing Agent To: Interested Bidders Subject: Addendum #2 —'ITB #09-5234 "CCAA -USDA Manufacturing Bldg at I mokalee Airport" The following clarifications are issued as Addendum #1 identifying the following change (s) for the referenced bid: 1, see revised & reissued plans; If you require additional information please post a question on the el3id site or contact me (contact information above). I C: Theresa Cool AddendumTemplate Revised: 3/25109 1 Coiileer -1 _Y ' Purc�iasiiig Email: ScattJohnson@co[Eiergay.net Telephone: (239) 252 -8995 FAX: (239) 252 -6588 ADDENDUM Memorandum Date: August 27, 2009 From: Scott D. Johnson, Purchasing Agent To: Interested Bidders Subject: Addendum #3 . ITB #09 -5234 " AAIU DA Manufacturing Building at the Immokalee Airport" The following clarifications are issued as Addendum #1 identifying the following change W for the referenced bid: New Bid opening date: September 11, 2099.@ 2:30 p.m. If you require additional information Tease post a question on the eSid site or contact me (contact information above). c: Theresa Cook AddendumTe plate Revised: 3125109 .7:. Memorandum Email: Scott.lohnsonacalliergov.net Telephone: (239) 252 -8995 FAX: (239) 252 -6588 ADDENDUM Gate: September 9, 2009 From: Scott D. Johnson, Purchasing Agent ik To; Interested Bidders Subject: Addendum #4 — lTB ##09 -5234 " AA/U DA Manufacturing Building at the Immokalee Airport" The following clarifications are issued as Addendum #1 identifying the following change (s) for the referenced bid: New Bid openings date: September 25, 2009 a 2:30 p. m. If you require additional information please post a question on the eBid site or contact rye (contact information above). c: Theresa Cook AddendumTemplate Revised: 3125109 1 s*� Ser&w Dv'L`1z=` PurchasIrg Memorandum Email: ScottJohnsonfa?colliergay.net Telephone: (239) 252 -8995 FAX.- (239) 252 -6588 ADDENDUM Date: September 15, 2009 From: Scot# D. Johnson, Purchasing Agent To: Interested Bidders Subject: Addendum #5 -- ITB #09 -5234 "CCAA/U DA Manufacturing Building at the Immokalee Airport" The following clarifications are issued as Addendum #5 identifying the following change(s) for the referenced bid: 1. Please see answers to questions attached 2. Revised Bid Schedule If you require additional information please post a question on the eBid site or contact me (contact information above ), c: Theresa Cook AddendurmTemplate ReAsed: 312 109 1 Email: ScottJohnson collier ov.net Telephone: (239) 252 -8995 FAX: (239) 252 - 6588 rckii� ADDENDUM Memorandum Date: September 23, 2009 From: Scott D. Johnson, Purchasing Agent To: Interested Bidders Subject: Addendum ##6 — iTB #t09-5234 "CDAAIUSDA Manufacturing Building at the Immokalee Airport" The foilowing clarifications are issued as Addendum ##6 identifying the- following change(s).- . . for the referenced laid: ?. Attached plan for interior floor The following additional bid items have been added at the direction of the owner and shall be included in the bid. 1) 4"— 4,000 psi concrete floor slab including reinforcing steel mesh, expansion material, expansion joints, 6 mil vapor barrier and smooth trowel finish, per square foot installed. 18,33 7 sq. ft. (Refer to revised drawings -4 and S-5 attached hereto and part of this addendum) 2) Turn up and capoff 12" above finish slab 4" sanitary line (10 places) and 3" gents (5 places). (Refer to P1. 2 not included) 2. No charge in bid schedule (it only asks for one line) 3. Change bid elate: October 2, 2009 If you require additional information please post a question on the el3id site or contact me (contact information above). c: Theresa Cook AddendumTemprate Revised: N25109 1 Email: ScottJohnsanCa7coliiergov.net Telephone: (239) 252 -8995 FAX: (239) 252 -6588 4r, s - ADDENDUM Memorandum Date: September 30, 2009 From: Scott D. Johnson, Purchasing Agent To: I nte rested Bidders Subject: Addendum #7 ^ ITB #09 -5234 "CCAAIUSDA Manufacturing Building at the ImmokaleeAirport" The following clarifications are issued as Addendum #7 identifying the following change(s) for the referenced bid: 1. Change bid date: October 6, 2009 @ 2:30 prn With ,respect to questions emailed to the county or posted on the County's website, the following clarifications are made. 2. Plans S--4 and -5 are sufficient to bid the concrete floor slab. Disregard reference to "plan for interior floor ". 1 3. The floor slab may be poured together with the column pads and grade beams. In this case delete expansion material. 4. Fiber mesh is NOT an acceptable alternative. Use steel mesh. b. Separate out the floor bid. Show as "concrete floor slab complete per Addendum No. ". 6. Hater and irrigation meters will be sized by the engineer in coordination with the Immokalee Water and Sewer District, and paid for by the Owner. 7. Plans have been or will be revised to reflect all changes in the Bid Schedule: however, in an effort to finalize and complete the bid process, we have not provided revised plans. Please utilize the latest Bid Schedule quantities provided. 8. Site Work Item A-2 shall remain and be bid as currently shown in the Bid Schedule. Final AddendumTern plate Reprised: 3!25109 payment will he based upon actual truck measure (haul tickets) as stated in the Bid Schedule. Any discrepancies in fill volume or excavation amount) will be rectified during construction. In the event that there is excess material, the Airport Authority will designate a location within the Imrnokalee Regional Airport boundary to have this excess material stockpiled, with compensation to. the contractor. 9. Specifications currently list Bayne Dalton, Overhead boor Company and Rolling Door Manufacturer Company as acceptable manufacturers. No others shall be pre -- approved. Upon award of contract, the successful contractor may propose an alternative overhead door manufacturer for consideration. Standard product data, specifications and warranties Will need to be submitted for consideration along with any potential cost savings. If you require additional information please post a question on the eBid site or contact me (contact information above). n: Theresa. Cook Y Memorandum Email: ScottJohnson@colliergay.net Telephone: {239} 252 -8995 FAX: (239) 252 -6588 ADDENDUM Date: October 2, 2009 From: Scott D. Johnson, Purchasing Agent To: Interested Bidders Subject: Addendum #8 — ITB #09-5234 "CCAA/USDA Manufacturing Building at the I mmokaiee Airport" The following clarifications are issued as Addendum #8 identifying the following change(s) for the referenced bid: 1. Reprised bid schedule to include the breakout of the interior floor If you require additional information please post a question on the eBid site or contact me (contact information above), c: Theresa Cook AddendumTem plate Revised: 3125109 1 I I I 1 BID BOND KNOW ALL WEN BY THESE PRESENTS, t hat we DeAngp is_Diamond .� con. miction n ,,.. therein after called the Principal' and liberty (herein called the Surety), a coraorration chartered and existing under the la }mss of the State of with its principal offices in the city. of _ and authorized to do business in the State of Florida are held and firmly bound unto the Collier Counly lea Oereinafter celied the Owner), in the full and just sum of .Five percent of total laid _ dollars ($ fAaLaL b . good and lawful money of the Unitad States of America, to be paid upon dernand of the Owner, to which nayrnent well and truly to be grade, the Principal and thin Surety bind themsaiVeSL their heirs, and executors, administrators, and assigns, jointly and severally and firmly by triese prseots- Whereas, the Prindpal is about to submit, or -has submitted to the awner, a Bid tar fum'Shi g all labor, materials, equipment and inc#dentais necessary to furn5sh, install, and `ally complete ►ha Work on the R,ro act knovvn as Rid No CAA1USDA MANUFACTURING Bt..ltl DIN4S at IMMC KALEE AIRPORT BID No. 09 -523.4 NOW, 1 -HE SEEP RE, if the Owner steall accept the, Bid cf the PRINCIPAL and the PRINCIPAL shall enter into the regUirad Agreement with th -e Owner and within ten days after the date of a written Notice of .A %yard in accordance 1 Ih the terms of such Bid, and qfve such bond or bonds in an amount of *100 % the total Goritrant Amount as specirrad in the Bidding Documents or Contract Documents with good and sufficient surety for the faithful peria mance of the gr ent and for the prompt pa�rr�errt of labor, materials and supplies furnished in the prosecution thereof oar, in the event of the ,adore of the PRINCIPAL to enter Into such Agreement or to give such bond or bonds, and deliver to Owner the req)ui `ed certificates Of inSLiranco. if the. PRINCIPAL shall pay to the OBLIGEE the Axert sum of 5% of total bid noted above as liquidated damages, and not as a penalty, :)s prcmdod in the i ding Documr -rots, then this obligation shall be, null and void, otherwise, to remain in full farce and effect.. GC -P-I I IN TESTIMONY ONO T *nereof, the °rindRal, and Surety have caused these presents to be 64 signed and sealed t i day of September PrincIpal BY 011 1iet e Mutual Ins cc ret M atthew D. Bevins A.ttvrn - ire -Fact �" eaf) Courlersigned L�c-al P\e- ,;idPnt Product ;)q Agant for maw%= Q.f Florida, LLC 1615 SE 47th Terrace Ca e Coral FL 33904 USDA Form Approved Form RD 400-6 COMPLIANCE STATEMENT OVM No. 0575-0018 (Rev. 12 -09 This statement relates to a ro osed contract with p P (Name of borrower or grantee) hQ expects to finance the contract with assistance from either the Rural Housing Service (RHS), Rural Business- Cooperative Service (RBS), or the Rural Utilities Service (RUS) or their successor agencies, united States Department of Agriculture (whether by a loan, grant, loan insurance, guarantee, or other form of financial assistance). I am the undersigned bidder or prospective contractor, I represent that: 1. 1 1 have, ❑ have not, participated in a previous contract or subcontract subject to Executive Order 11 246 (regarding equal employment opportunity) or a preceding similar Executive Order. 2. If have participated in such a contract or subcontract, I have, ❑ have not, fled all compliance reports that have been required to file in connection with the contract or subcontract. Ei If the proposed contract, is for $50,000 or-more: or . ❑ If the proposed nonconstruction contract is for $50 }000 or more and I have-50 or more erdployecs I also represent that: 3. 1 El have, Ed have not previously had contracts subject to the written affirmative action programs requirements of the Secretary of Labor. 4. If have participated in such a contract or subcontract, 1:11 have, R have not developed and placed on file at each establishment affirmative action programs as required by the rules and regulations of the Secretary of Labor. I understand that if I have failed to file any compliance reports that have been required of me, I am not eligible and will not be eligible to have my laid considered or to enter into the proposed contract unless and until I male an arrangement regarding such reports that is satisfactory to either the RHS, RBS or RUS, or to the office where the reports are required to be fled. I also certify that I do not maintain or provide for my employees any segregated facilities at any of my establishments, and that I do not permit nay employees to perform their services at any location, under any control, where segregated facilities are maintained. I certify fhrther that I will not maintain or provide for my employees any segregated facilities at any of my establishments, and that I will not permit my employees to perform their services at any location, under my control, where segregated facilities are maintained. I agree that a breach of this certification is a violation of the Equal Opportunity clause in my contract. As used in this certification, the term "segregated facilities" mews any waiting rooms, work areas, restrooms and wash roams, restaurants and other eating areas time clocks, locker roams and other storage or dressing areas, parking lots, drinking fountains', recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. I further agree that (except where I have obtained identical certifications for proposed subcontractors for specific time periods) - r will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause; that I will retain such certifications in my files; and that I will forward the following notice to such proposed subcontractors (except where the proposed subcontractors have submitted identical oertifications for specific time periods): According to the Paperwork Reducrlon Act of 1995, an agency may not conduct or.sponsor, and aperson 0 not required to re spand to a collection of information unless a displays tie valid OMB confr of number, The valid OMB control number for this information collection is 057-5,0018. The rime required to complete this information collection is estimated to average 10 minutes per response, including the Britt~ for reviewing instructions, searching exis ing data sources, galhering and rr aintaining the data needed, and completing and reviewing the collection of irn, form000n, Position 6 RD 400 -6 (Rev. 12 -09) RIB Instruction 1924 -A Guide 1, Attachment 5 NOTICE OF AWARD To : DeAngel i s Diamond Construct ion { Inc. 5535 Willow Park Drive- NaDles FL 1 PROJECT Description: CCAA /USDA Manufacturing Building — Immokalee Airport The OWNER has considered the BID submitted by you for the above described WORD in response to its Advertisement for Bids dated October 6 11 20 09 and Ynformation far Bidders. You are hereby notified that your BID has been accepted for items in the amount You are required by the Information for Bidders to execute the Agreement and furnish the required Contractor`s Performance BOND, Payment BOND and certificates of insurance within ten (10) calendar days from the date of this Notice to you. If you fail to execute said Agreement and to furnish said BONDS within ten (10) days from the date of this Notice, said OWNER will be entitled to consider all your rights arising out of the Owner's acceptance of your BID as abandoned and as a forfeiture of your BID BOND. The OWNER will be entitled to such other rights as may be granted by law. You are required to return an acknowledged copy of this NOTICE OF AWARD to the OWNER. Dated this day of 20_x. collier county Airport Authority by this th By Title Owner T i t l e 605 1 y+7 ACCEPTANCE OF NOTICE Receipt of the above NOTICE OF AWARD is hereby acknowledged. r - ell clay of Augwst 20 . 1 resident (2- 16 -83) PN 869 000 1/1 A I Yhl uocumentAlUl �=ZUUI rd Form of Agreement Between Tanaa Owner and Contractor where the abases of 5"a .. -- •1.- 4.µ... -•- _ Vqm-ent is e Stipulated Sum `}{•}r T.'. -.1 y - - -- -� "•i #'}:..' - - 4.�,' .Y ".. ,r. .„ _ yr. �..- ti:' {a. .�}:;,:; ••. `... w�; x, i��. .gpvt °;oa-nr}^%- ._- r:'1.4.ysu._ ..t.:,, - - . ..�..�vy -.. ' -� '!. �:•-._.::::., -,J.�, WALEMEDIT made as of the Eleventh day of Larch in the ear Two Thousand Ten s A•. -;r,_ yy.$ _.4 _ .t,Y k words, indicate da Font% and year ADDITIONS AND Inc,, Professional Corporation okalee .Airport The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report th at notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. AIA Document A201 TIVI-2047, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use With other general conditions unless this document is modified. - rx'.-' -: :..:: .`': .r; = -;.. ,,1 ';yti:.:,'. w.- �v�^v^x.�x��•. Z.. � � � �" '•- .: rr .a j: Y •5��.:: ,•.: .....;� w �2a �+:.' . sr -_� }:,. rev -4�. M'ki, �.: ':. , other iq D ` .�iY x5;n;r.'o..c`�; :V 4� !" •ter - ��SS: -� -. x• �'fii.lr �... -.1 .- .tiS�= .1.ix. �� `,•:: ��w 1 F.Y. �!:',�'K. 5' - '. -.l `:�� ::i:: :3^c ^: t` .i +ra�� 4:'�r ..bn, .:'� ..-� -r �s. $. •-s ».2': ti x; ';e.,� 'a3;,;: },: :s�4o.o- $�i;:= r•t... �x „S�- :r: -s�;. r t ,:, e Corporation - :,r{y/ 1r - 1:SOG1e 1y{�J .. >•3-� v.: -r+,- u;.Y`4..,.-n-f' =: 4 x4ie•:,�:.,.. �r t I. ti $ 't I ey , }ono 5prngs;, of -n.. --�r,.�::. x.... - - r. -. ' .:i .. r.ir.:.r 239 3. ,:.r ..4w; e as folios. Dyer `ari:d:ri�racto�r ogre AIA aneument Ai01TM — 2007. CopyrightO 1915, 1918, 1925, 1937, 1951, 1 958, 1961, 1963, 1967, 1974, 1977,1987, 19919 1097 and 2007 by The American [nit. Insti #ute of ATchitects. All Fights reserved. WARNING: This AIA Doiw rent 14 protected by U, S. Copyright Law and international Treaties. Unauthorized � reproduction or distribulton of this Ale Document, or any portion of it, may result in save ;e civil and criminal penalties, and wi[I be prosecuted to tha l rnaximurn extent possible under the favv. This document was produced by AIA software at 09:38.36 on 05!1212010 under Order No-84765786801 which expires oa 514/2011, and is not for resale. User Notes: {01753531} TABLE OF ARTICLES Fw = rtk:.sxTHE CONTRACT DOCUMENT THE WORK OF THIS CONTRACT :wx : DATE- OF COMMENCEMENT AND SUBSTANTIAL COMPLETION <i+.:'"F: }[:. °x {t :..`:.'. •- i._3..t. },:.:,,:y -' ,�rjL:2 �- ,:i'}: ��� �:, Mtn }• ''A,F':� r CONTRACT SUW NTRACT DOCUMENTS DOCUMENTS 'nst of this Agreement, Conditions of -the Contract (General, Supplementary and other ,,i- aiions, Addenda issued prior to execution of this Agreement, other dacunxents listed ons issued after execution of this Agreement, all of which farm the Contract, and Wt as if attached to this Agreement or repeated herein. The Contract represents the ht between the parties hereto and supersedes prior n egotiations, representations or oral. An enumeration of the Contract Documents, other than a Modification, appears in & described in the Contract Documents, except as specifically indicated in ibility of others. �_i,�.+[ �,,._:,�.,�, .��,., ._, �z,._ AL COMPLETION RTI DTI COMMEN:CI�„ IE T AND SUBSTANTIAL :'co�Ss °,;:?e [Y... pries .r- af"'sE; da. of this Agreement unless a different date is stated .&k of commence n ro tli orb shall be the . V.X 9ri�r� i:'7,�,y•, :�,:?„�.3`�.'Ax' :�r�:.:7,:�ty�,..:r_s �•f_�z >. �: -s.1r. is �,�: �ti`.•'��:'- �... � ow--,:o .:: on. i .,v. , ad. k;W ,,.ie to be fixed in a notice to proceed issued b the Owner. - .�:S�Cn�;.t_. �, �. - �± 1 + e date rt tie e , f ediftmencemen if 't differs, fro* the date o this Agreement or, applicable, stake that �� 4a .. SS +• tit - „r 1e <xe.ra a nti:tp geed. "Nil eL;17- ,{i5 ., -f. `r•,.} r: - -W. ',x�(4, -'[..' f�`Y''�- ^'}ti�,i�Y c rnmencernent date tW� Axed. in a notice to proceed. �... �r :: ;: ' ` "` to file mortgages and other security interests .. l: f rior a�rthe o iMencement of the Work, caner xequ res time y th caner s ihi6f z ment shall be as follows: == }; = 3: T e, iftidct Time shall. be measured from the elate of commencement. ,: - - _ - :::; '331 &ri�ractor shall achieve Substandal Completion of the entire work not later than One hundred sixth five asfron the date of commencement, or as follows: (Insert number of f calendar days. Alternatively, a calendar cute may be used when coordinated with the date o commencement. If appropriate, insert requirements for earlicir S bstantial Completion of certain portions of f the Work.) AIA Document Al 0171" — 2007. Copyright 01915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1987, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Ini . Institute of Architects. All rights reserved.� WARN This AIA Document Is protected by U.S. Copyright Law and international Treaties. Unauthorized 2 reproduction or dist rib ��Von of this AIA Document., or any portion of it, may result In severe civil ard criminal; penalt €es, and will be pro secu €ed to the maximum extent pons ble under the law. This document wras produced by A software at 09:38 :38 on 05/1 212010 under Order No.8476578680_1 which expires on 514!2411, and Is not for resale. User Notes; (917535731 tial Completion Date - {YAPorlr� of Voi��C Substantial - �[ : kry.:: n..? •.Li �' °�fi -- �C'� -�� ".. v1.v -j. AV.,,;.5 i.r••5. `�w'�--- -- - :�.ti4; � ::TV;a3 ..v, s"bl:d d` s, °;!+ }, :suh ec to adjustments of this Contract Time as provided in the Contract Documents. .: " —provisions, of any, for liquidated danwges relating to failure to achieve Substantial Com pletion on time ar,for . �F4y/ s payrrmentsfor early completion of the Work.) •.;:t: -. ..,..'r. r.::.�:rw r„se•,�'.: :w�- v;.x,t -;:r:f � -s:r r.- ,f- �'r : : {;•:� - ai!:.ii w5lti..n'h, } -,s, r%'tr;:?f -;.L :ia'� - r ry .�.�..1'':.'SFK-4: y,..'1 :._+::..::, =3n �.: .::y`��' -v W.�Si,' -�...� %.Y�•y:.}.'+ ti•:7ty::v.�:��, .,.- .; �.�i_� ..'r•�:: -h F.v x^^ -,n+`x .4 :•'- � .Y'\^[ -Y•, 1'_..:: � -kx �� .'� ... � i�'J'^r::'i.4 � Y,. a: xri'�.S'�-Yf .T't -��! Y ,- • %%�T•.:k?.'k.. �a. •7 �-:. x...- .. -F;.:Y r,r+s- ,'�;y.4a: = :.v:. -ai� a'",1r?".ar ".�:''.: `��...i ` ::. The �`. sh Me Contractor the Contract Sum in current funds for the Contractor's performance of the .k'.-. . '•L'o+ ii: M� ; :_:� -� Two Hundred Forty-four Dollars and r l be Seven Hundred Fifty-two �.. _ � Thousand �f] tract. TTh -'G-b 1t -A- If in ,Shat r d in the Contract Documents. R�. t• subject to additions +Y��� �,tyei�s: 7 ° #�� �S �:��- .� and deductions as provided Fw•3.tisv._,r K. F:! r.r� GcyY t�.i y s.} t �' f i,;:: 54 rS\41E� ALR •' y.�-K- fC•r:- T.�v;xi: ?rk k:n' '�fi '•3'. +a Si:: r -. ^: •:Y :,. A_.lr`T'k.s:. C. 'a'CSc.��' ,l4AE{Bw:T.Ki .'S r } -7i{ �1L ! -tiX 1`4.1 �.v: ° . ' 3 i11Ch are d the Contract 42 an. upon the followin alternates,f any, described �n �yxh i_\ftri'�°n5.i:. •'.�'.,V.'w'R�`c, 3 ]y 5 F` '. "'1" %; :v> ; _ ¢; ' .e ted b the Owner: L_n{ :Iocents.-anc::arexeyL: P' ;.: +; y . y • c .�...K,t S'' .. F's'�"'Aiy 0 � y' �S�" �it -'xsrn #,.. .:� .. w r t , ;: s; :: I the bic dira or r"o osal documents the : + -: ;.> - 4d: tiff agora o, f accepted alternates. f � it.tlnurnbe s4,3it"A: en C '�•; i-�- S.YU' {7 `Y;. S. 'h�.C.'T:4. f.,fa i' �.a•y.: � {i•'�Ar.. }� Y ,fi:ir.74:4} - 'l•4'x '�i'i ' ; • :r : W e each a schedule such other 5; is subsequent to the execution o this Agreement, r�ee ent a ,fir{ ..:�<<, �� i���' •�?�tr'::: � g _ _ =r�:r �• �;�n A p�+ frV�:.'�'�,s;.: �x7H1:•�S•. }�[y. �}{��wyy y� �,} date when yy�•� /�py���/y��. y�yr :a G' GJ vp 34 '?. .f y ki# :# aai�[. ; UI G4FC.Ik and 16 l Yr�. l F �iLIkF L41lLifiF %W+ GJ4 ireg.) .f }.�s`� :. s•. ,.5,. r.r.�. �----- . `- -_ _. -. -� ., k+. �- _%G' -..GC ".��r'r:� _ a.�*�tf'S•--...,�.t..:-- �a � ' state quantity limitations, if any, to which the unit price will be applicable.) Units and Limitations Price Per Unit he Contract Sum, if any: exclusion " any, from the allowance price.) 'AYM E I TS : 5 =SM PAYMENT :r oil Xicat?n a by tie Architec Price x:_ f iTdyment submitted to the Architect by the Contractor and Certificates for ;t�tha Owner shah make esS ry payments on account of the Contract Sum to the P � P� d elsewhere in the Contract Documents. .:k� A.'. .. .' 7: ' :. -: .^.- 'r:_:i' •LSt :s�y ,., �:.F.�� �1i.•.`.:'�ti :v' ��� `� ` "i�5;.�}y'.',t+ J�.:,aa�$$�3'.:}:r •`.i �.viii:^:ti - _. ,v �: r �.Y:: ?.•ti S.i'�ri'�t.�. -. i:.'{`Y -: -�h i,�,"1'!i�.��;: d:: The eriad c r _'° each-�A.pplication for Payment shall be one calendar month ending on the last day of !7 the µt7]on.lb -.1, a . o1xo S: - , `:dry 5.1.3 Provided that an Application for Payment is received by the Architect not later than the day of a month, § P.� .. .,;;the:Owner- shall -make payment of the certified amount to the Contractor not later than the clay of the same : :- : - - : xz nt . Y da a pplication for Payment is received by the Architect after the app lication date fixed above, payment . .. ..... ... - ..: b; "'the owner not later than }days after the Architect receives the Application for Payment. M. :::...' { ' r� r- :sra� - local laws may require payment within a certain period of time.) ~ , §i5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents, The schedule of values shall allocate the endre.Contract Sung among the various portions of the work. The schedule of values shall be prepared in such form and supported AIA Document A101 TO- 2007. copyright CD 1915, 1918, 1925, 1937, 1951, 1 958, 1961,1963, 1967, 1974, 1977, 1 987, 1991, 1997 and 2007 by The American [nit. institute of Architects. All rights reserved. WARNING: This AIA2' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 3 reproduction or distribution of this A] e Document, or any partioIi of it, may result in severe civic and orlminai penalties, and wiif be prosecuted to the max imu extent possibfe under the law. This document was produced by AIA► software at 09 :38:36 on 05/1212014 under Order No.8476576680 1 which expires on 51412011, and is not for resale. U �91753573t} ser Notes: by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architec�, shall be used as a basis for reviewing the Contractor's Applications for Payment. he work a on o f t s of the, ead lications for Payment shall show the percentage of compX i eton of each porti ... vy pr"•r :- .SY.a'�� - • - - - ` -- -., �- {rL.0 "`. v `' _ ♦ the Application e -peod covered by far Payment. Dahl of each progress a en.t shall. be other provisions of the Contract Documents, the am F � 'A 'Subject to p .coririputed as follows: 1 Take th+��t�:� ortion of the Contract Sum properly allocable to completed Work as determined by the percentage completion, of each portion of the work by the share of the Contract Sum that portion of the work in the schedule of values, less retainage of Pending %nadon of cost to the Owner of changes in the work, amounts not in dispute shall be provided in Section 7.3.9 of AIA Document A 01 r - -2007, General Conditions of the Construction; , on of the Contract Sum properly allocable to materials and e quipment delivered an et AI the site for subsequent incorporation 'in the completed construction or, if approve :r kM1 Owner, suitably stored off the site at a location aced neon in writing), ess "'Ton percent ( 10.00% !aggregate of previous payments made by the Owner; and Wfim if any, for which the Architect has withheld or nurllif ied a Certif cate or ayanent in Section -9.5 of AIA Document A201- -2007. materials .. - -- Or`cC�ZII. TAYR -5.2.1 Final. v payr t determined in accordance with Section 5.1.6 shall be further modified under . _. Whantial Completion of the Work, a sum sufficient to nc�rease the total payments to the if t-bb Contract Sum, less such amounts as the Architect shall determine for incomplete OR, Ct. a applicable to such work and unsettled claims; and AIA Daca ent A201 -2007 requires release of applicable retainage upon � �omplerion of work i, pith consent of sure t), if an completion of the work is thereafter materially delayed through no fault of the 1a additional amounts payable in accordance With Section 9. 10.3 of AIA Document atian .o x etaY ie, if any, shall be as follov�rs: h....s • :Subs �c U. Completion of the entire Work, to reduce or limit the retc�inage resulting r�orr� ,, :4:� i actions 5.x'.6..1 and 5.1,6 2 above, anal this is not e�c�alained elsewhere in the Contract rauisi such reduction or limilationj ^ a Liar approval, the Contractor shall, not male advance payments to suppliers Or i s: �h- Ve not been delivered and stored at the site. nstitutin the entire unpaid balance of the Contract Sunni, shall be made by the Owner to the ,constituting F .- t for the Contractor res onsibility to correct contractor has full performed the Contract except F Cv fully - : Tort as provided in Section I of AIA document A201 -2007, and to satisfy other requxrenr�ents, P if,,any, which extend beyond :anal payment; and ...__. has been issued b the Architect. = .. , 'final Certificate far Payment s y after the issuance of the 5.. T r e 's final a ment to the Contractor shall be made no later than 30 days Architect's: final, :Certificate for Payment, or as follows: AIA Doom nt A1OIT 4D ,CopyrigF�# 1915, 1918, 1925, 1937, 1951, 1.958, 1961, 1963,1967, 1974, 19 '7, 1987, 1991, 1997' and 26f}7 by The American Init. lnstituta of Architects. X41! rig h #s reserved. WARN ING. This A[ 49 Dacument I s pratecfed h t#.5. Gcpyright Law and 1nterrlaticr€al Treaties. Unauthorfaed 4 reproduction odistribulion of this Al `` e ' Dowment, or any partiGn of it, ripay reSuIt ire seii ere civil and or niinaI penaI ties, and vii It he prosecuted to the rt maximum extent possible under Ikhe law. This document was produced by AAA software at 09:38:36 on 9511 212913 under Order. No.8476578680 1 which I , expires on 5/4 {2011, and is not for resale. (9 1 753573 1) User Motes; ARTICLE 6 DISPUTE RESOLUTION § 6.:1 INITIAL DECISION MAKER %tect will serge as Initial Decision Maker pursuant to Section 15.2 of AIA Document A20I- 20{]7, unless ::::s app another inc�iridual, riot a party to this Agreement, to serve as Initial Decision Maker. x rn+ u t� the Initial Decision taker, a ties mutually agree, insert the name, address and other contact inform o ,f �...1 r olhe .than the Architect.) SOLUTION ut not resolved by, mediation pursuant to Section 15.3 of AIA Document A201 2007, the Tes olution shall be as follows: ? . If the Omer and Contractor do not select a method of binding dispute resolution 24 agree in writing to a binding dispute resolution method other than litigaiot4 Claims a court of competent jurrsdicti n.) t to Section 15.4 of .AIA Document A201-2007 of competent jurisdiction ISPENSION ated by the Owner or the Contractor as provided in Article 14 of AIA Document a ded by the owner as provided ilk Article 14 of AIA Document A2o1. 2007. ;meet to a provision of AIA Document A.201 -2,007 or another Contract ision as amended or supplemented by other provisions of the Contract under the Contract shall bear interest from the Mate paY rent is due at the rate stated a t ie- egal gate prevailing from tune to tine at the place where the Project is it: :.i4. s--:`: .sr.�":, }, k .- „'r; .::t :Vr #-' -•Sf� `:�;t"'t,..:�; rY FS..vcu:�.;,...M1; •„, 3t- r.. itretta reed ny.) .... :. ,-, k t •- ' ...... ,.. ,ter :.:.; .,• wA an.nu :3 § y � 1 -:ne Owners represe r crrrre, add)”` k end other ffif&rmatton) By ron'l ieacleti: 12005 Mains' i !Y]riv ` uite �. :.. Naples, FL 34114 :: ;8: The" Contractor's representative: trae ` address and other in fornmation) Norman Gentry 6635 willow park Drive Naples, FL 34109 AIA Document A101 T14— 2007. Copyright Q 1915, 1918, 1925, 1937, 1951, 1918, 1961, 1963,1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American ]nit. Institute c Architects: All rights reserved. WARN III ., This AIA8' Document is protected by U.S. Copyright Law and Internatlona( Treaties. Unauthorized 5 r production ardistr €bution of this A[e Document, ar any port on of it, may result in severe civil and or m in al -penalties, and will he prosecuted to the maximum extent possible under 01e fav ;, "phis document was produced hyA IA: software at 09.38:36 on 05112f2010 under Order No. 3476578680 1 which expires on 514/2011, and is not for resais. [user Notes: {917535731 ether the Owner" s nor the Contractor's representative shall be changed without ten days written notice to the arVv ..: 8ther provisions: ss -:- - TICLE ENLIME T[ON OF CONTRACT DOCUMENTS yy{.yp: d`'`^,r -� -� _5. ,,, The tract De nts, except for Modif cations issued after execution of this Agreement, are emmnex�ated in .� i` r'�'.h.! T-. ,S5,- ;x :sectionsvcr. m.; M. - riv: -- - ' -�� �.4cJ�{,i.M. f �`a `Tt�:ti'ni .. :1..:.'f -� :� ��- :N'"'�$r. •s �.,V X %3 t is exec uted kU Document .x.101 - 2007, Standard Form of Agreement Between Owner '`:r :'-.as -s':k .t. 4ty • - ."9c 5:Li.Crr.,..�e ,:.::.`.,s .E : �.,F.:�'''.'2•�:�ii:r' z ,^,`�1'r� •,:: :. ;'. �r . - �a..'s.,:`; :: {'ir;.,, < : , ;:�r:r.3;�.kv; � n'•jk:r ri: ' .%:':•: h - ` ,Cont av;x>dr'>iki. d „c? y R: f r,yr_ ywi . is^,W1i' �~, .F:C� ^i. kw,�i -ti, - .rifr YE:,..- .: .. ?�':� + �r - xK;:` x Ge i"qn,"W r ; -<:::, �� divans of the Contract for ��.:,: vY ent A241 -2007 General Can :: : eraon[ltox are AIA �]acum 1x µ��,Z (� qy Y��;e E U },..��f 'y " ' k b' 7 X 4^ta':: : -} -� �� r3�' f.,.�.�'�r• p, . )S]!'q"ar -. !`a' -=:` 4W'k`' 75 r:;� . ; x r' :. v.•v:' ^:: s: �- �h. #t r*:.;, . #x -:'.§xc;:2. '- ther Conditions of the �L1l.L {�11.+ ��. o C Date Pages re or refer to an exhibit attached to this Agreement.) specifications prepared as Shelley Architects & Specifications prepared by Q. Grady re or refer to an exhibit attached to this Agreement.) =okalee Regional Airport CCAA[USDA Manufacturing Building '��-�' - -:,:y:..� }::r= ::ti:_.:;,M. rk:i{r�.`� {�r�Nc .;',.r3'.,Vr::4x:k" "-^ Y:r' -`'VCs• "y�''- i}.:,:- sa:>k:.:.- �: ^., y�,y��;�'r w i -�'i:" - '`.:fir: f - ' h7,ti;?'+r !�'`rr■h +3.�•: ,.{ . 'k. r.:y`f:-;Y: !`ggSCr,:.�n- -.., -- - `..:ftrk':h:.4:Si5n. .- -.. -; •:Y�M4.,`>s'...,yr{a::..'3.:5s k:.:,; .,. - Date .. ~�s V� ` '.i:SS7" *:C`,'7� 1 r(a: i.':rr�_i: ;K;R :..:�5.•k.' mow, �Y�`,}ar�c;s �'� n..n - -a�.'S: r`a. :s- :x:,.tica:�.e:�: �5- �_'ri:sr��• J= i'�.'°r. �'fj • 8/171 00 9 Pages •n^�^ax�•.K4u.: �1r� -S -.�' _�z�;n x, ;�- y'.':, ?'�� :i. r' #+c�:' :.5+ .�I;•F V .�w:s s.3 .��- 3n.by: a4ti'.'kS.irYw •�1lilSi,::r;�„i;�>, .5�...Y,}: 'i`,f : r_�r f. " "ratfn,vy;aa': j�•, - :r: s. _.i :�;rsk''�' ...✓} „sw ,}'�ti �.•yx, :,r:,'atirxx: -.:.. :::: ti 5117 /2049 e a- 1 ' }::i'y s:i..�ri: ^;`'S',,Zs: i- :'Y•..Y ..' •' r•• rK.. �: 1: 4.w i'�:. yv. w: -- :Y�= •.:551..:: li }I. ;'' 4>ti"v:v: '.'::. �-.'- V .�t:. t 8/27/2009 ..J; , i il i,SQ k- ^'{• }:;j:ti }.. - '..'v„9df,ti:r #'�� k',l�^K” • -- t. .',Harr w� ",:�.r; .4V r.x:5'. -.:s. ... 9/912009 �' �E �? � -- - - - - x':�•., 'i!s' >.., .�- ,�.- :r....�ts:''Fk:: tir.,� :. xl „'•.'.':•, i�T.. _.,:.. :.v:^c C:r:rr,sxr"'�.::s.:.:civ :o: :.r 911512009 1 ..5.,..;:, ` s .'.•.:rap, �. . � k�. k'F a„ �' 9/30/2009 2009 - :✓hi.�'�.r h -ti:r -. �_ -. :;.vr:.'u il{Ky_''i.s, rY .: i'2ti;.; s}' .' _�44„. tic Contract Portions �vf A:d rida:relatin to bidding requirements are not par o DoCU3xeiltS unless the bidding :r uitcrxznt a.e also enurncrated in this Article 9. 9.1.7 Additional documents, if any, forming hart of the Contract Documents: • - • _ 3 r::. f : - .. - - - +} j� ,� � i lij Al AIA Document 07 Digital Data Protocol Exhibit, i f corn '/�7 �i }yam' letecl b the parties, or Lice' F Y P .2 Dyer documents, if any, listed below: (Last here any additional documents that. care intended to ,form part o�'t/te Contract Documents. AAA Document A201-2007 provides that bidding requirements such as advertisement or invitation to bid Init. Al Documents A101TI44- -2307. Dapyright @ 1915,1918, 1925,193y, 1951,1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2947 by The Amerman Institute of Architects. All rights reserved. WARNING: This A10 Document is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction ardistribution of this AIAZ; uocu went; or any portion of it, maly result in severe CIO and criminal penalties, and will be prosecuted to the maximum extent passible under the.law. This document was produced by AIA software at 09:38.36 on 0511212918 under Dreier No,8476578680 1 which expires an 51412011, and is not for resale. User Notes: X91 ?535731 M Additions and Deletions Report for T`he-commencement date will be fixed. in a notice to proceed. Additions. and Deletions Report for AIA Document A101 rm — 2007. Copyright O 191 a, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This A10 Document is protected by U.S. Copyright Law and � International Treaties. Unauthorized reproduction or distribution of this AJO Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possl le under tho law. This document was produced by AIA software at 09 :38.36 on 0511212010 under Order No_8476578680 1 which expires on 51412011, and is not for resale. [user Notes: _ (91753573 1 ) II Tine of Drawings exhibit: Immokalee Regional AiEport CC DA Manufacturing Building Date 8/17/2009 2 8/1 7f2 9 3 8I2 ?1D9 1 Addition s and Dele t ions Report for AIA Document Al 01 TM — 2007. Copyrig ht 0 19 15, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING.- This AI0 Document Is protected by U.S. Copyright Law and 2 International Treaties, Unauthorized reproduction or distribution of this AIA� Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced byAlA software at 09:38:36 an 05112/2010 under Order No.8476578680 1 which expires on 5/412011, and is not for resale. User Notes; (917535731) ' Public Pa ent. Public Perforfii�Lnce 4 9/9/2009 1 ? 9/15/20 9 1 _b 9/23/2O L9 1 ;: _.. '� }:'. ., •: {i, - - - yak- ..'Y.S..S 'r . }fir ? 7 9/34/20 9 1 - "$ 10/2120 9 1 PAGE 7 $752,244.80 $752,244.80 Norman Gentry, Vice President Additions and Deletions Report for AJA Document A101 TM — 2007. Copyright<D 1915, 1918, 1925, 1937, 1951, 1958, 1961,1963, 1 967, 1974, 1977, 1937, 1991, 1997 and 2007 by The American Institute of Architects. All rights resery ed. WARN I : This Al Document is protected by U.S. Copyright Lave and 3 1nternat €onal Treaties. Unauthorized rep rod € ction a distribution of this AO Docurnent, or any portion of it, may result In severe c1vil and criminal Penalties, end wilt be prosecuted to the maximum extent .possible Under the leer. '1 his docurn ant was produced by AIA software at 09:38:36 a 05112J2010 under Order No.8476578680_1 which expires on 51412011, and is not for resale. User Notes: (917535731) Public Pa ent. Public Perforfii�Lnce - - - + B Vl� Meade::�:C- an es r. ;: _.. '� }:'. ., •: {i, - - - yak- ..'Y.S..S 'r . }fir - . - -.. IV - - - - el $752,244.80 $752,244.80 Norman Gentry, Vice President Additions and Deletions Report for AJA Document A101 TM — 2007. Copyright<D 1915, 1918, 1925, 1937, 1951, 1958, 1961,1963, 1 967, 1974, 1977, 1937, 1991, 1997 and 2007 by The American Institute of Architects. All rights resery ed. WARN I : This Al Document is protected by U.S. Copyright Lave and 3 1nternat €onal Treaties. Unauthorized rep rod € ction a distribution of this AO Docurnent, or any portion of it, may result In severe c1vil and criminal Penalties, end wilt be prosecuted to the maximum extent .possible Under the leer. '1 his docurn ant was produced by AIA software at 09:38:36 a 05112J2010 under Order No.8476578680_1 which expires on 51412011, and is not for resale. User Notes: (917535731) Instructions to Bidders, sample forms and the c'ontractor's bid are not part of f the Contract _ Docunwnts unless enwnerated in this Agreement. They should be listed here only if intended to be - - _ _ _ __ _ _ _ _ _ __ _ _ _ % a o the Contract Daacirnerats - F ) 10 INSURANCE AND BONDS _ T& )Contractor shall purchase and maintain insurance and provide bonds as set forth Mn Article 11 of AIA Document W to bardr requt ts, r fany, and lindts o f liabili f or insurance required in Ankle 11 of Document 2007. T. : f i .u' r h ns i i x. bond Limit of liability or bored amount $ 0.00 a t $752.)244.80 244.80 M. y .± , $ 752 - ,y.y'•..i.:ti. -- - -- -- - r'a,` �t ��'�:1... .- �yr.r- - -- i:3,'A: °k>^ °<: -zY'; en f the day and first �' _ Y r.E,,.,..,. .r,....a,t, °i:r�r:, -.•.` r ;` r:e. x': '•-'sT'.'r .... .. [':: .=' �=,�"�• �r '.}; >a.i" itiw.ls:^o-:>.k.•.asc.f;.:.aC.,.,- :i • B'. �; '- y_w.,; MW r;.i. �: F �):xys:i` �k3 �i�„ ' lr,: ,�r.•.r � a title) t�, - - rt':w1 ��.i'� - f3xZ�: i. aY �f -r _ -$_'.: CS. mX +•�,x. x�•' - JPU idDiamond, President gr _.: • =� :Y.k ..:1�- • ~' is -' - .• tiY. y -,.- -- "r :rr`�i_�;r:tii:::-�'.:.y: ��f i ",i <� "' .:.s(.r•t&3'fk.: - -- ^fix:: -' -- -- .mot, i; -- - -'F }x. _ }: - ..= i�."r:� =' • =:Ai u•: #:g'. qx{.`, },... -_ .�'83n .'i,i�:i.a :�:i.%7r.i a : ^ ?a! �.:: �x ><:s.r i s;n,�,:o,•,�:+ �i ...t.,: k:�..�� ] } � k:_�k.f „r `��.�� . -Y - - -t � s.:i,.. 13 £•i aa's.,:]s �ixv'\n + - - 4;k �rµ, r- T�...a. .:: L-.: i} - � .:.:i5•b.? �.'di ti - - - - - l ? -E;:i• `c k� #.:k;}�:,`k::j. i5,_Y. sSS<s�k�, .F.a'::. ".a<g�'v;i i���:rfn � .p -s:;'. .. - 3.. H. #r.5 m= :r;:: "::'::.:-': '+`'. A'':. - ......r - - S. >:��..s,r:;s- ✓::::':.r; I'3:- 7`."�` •.. . _•�.""'.': "W .xr«� . •. f ;::. .;. t,�- �;�5:` �- ::}s:. �:s�r h:,?:. 5•. - - .E{:�i�G:'s: ���:,i�rS'�.iM yr': ::.i h>, h...v.} ..:'::::::; Y.' - 5... . ^5.:::.j:.:: }": v_ y'.i �. �w 3. '. : i.�. _.. • .. - n y-:. - .�:. r:.�rj r�:,. : "'x`.��5'y. y..{ Try - -- y• ,ritiE^:.ff' 3- .'fv�:f v,g: r:ti:::�- ��-�5 :r'.,.i�.'r..,... -• - :'k.} ti's ,1�Y .- yy .n .�'�:,, '�t1r.' ni5ry- : ��.tit .ti;•s� .r�'k. -.: k�... :L- `tfz''v;F' - =T : .::�:: S .•..:x,G t: - �. 5�'. <, •r ..i- Li','6'sk ti.is. ri < '�•v' -try". :,r�`; .`.�:, - � �- -C.c -- - =�,,. rs:rr{�. ?r�%�•drlth.�,t. <.bri�. vti.; Al Document 14101"'' — 2007. Copyright 0 1915, 1918, 1925,1937, 1951,195B, 1951, 1963, 1957, 1974, 1977, 1987, 1991, 1997 and 2007 by The American [nit Institute of Architects. All rights reserved. WARNING: This Al Document is paAeeted by U.S. Copyright Law and International Treat Lem. Unauthorized 7 reproduction or distrihutton of this A] Document, or any portion of it, may rtsult In severe cW11 and criminal penalties, and wffl be prosecuted to the t rnaximurn extent possible under the few. This document was produced by AIA software at 09:38:35 on 05/1212010 under Order No.8475578580 1 which expires on x14#2011, and is not for resale. User motes: (917535731) - _ i �l 1 Certification of Document's Authenticity ' AIAO Documenf D409T"' — 2003 .... ...... L' AIA Document D401 Tm - 2003. Copyright 0 1992 and 2003 by The American Institute of Architects. All righ #s reserved. WA.RMNG. This Alk- Document is protected by US, Copyright Law and international Treaties. Unauthorized n roduotioo or distribution of this AIA Document, or any porbon of It, may result in severe civil and criminal penalties; and will be prosecuted to the maximum extent possible under the law. This document was produced by A 1 software at 09:39:36 on 00212010 under Order No.8475578880 1 which expires on 51412011, and is not far resale. U X91 X535731) User Notes: RD Instruction 1942 -A Guide 27 Attachment 3 Page 1 ATTACHMENT TO AIA DOCUMENT A101 -1997, .Standard Form of Agreement Between Owner and Contractor The provisions of this Attachment shall delete, modify and supplement the provisions contained in the "Standard Fozm of Agrreement Between owner and on t�actorl, " AIA Document A101 -1997 Edition. The provisions contained in this Attachment shall supersede any conflicting provisions of the AIA Document. The term "Agency," as used in this Attachment, shall mean the United Mates of America, acting through the United States Department of Agriculture. . ARTICLE 3r DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 Delete paragraph .3.1 and substitute the following: 3.1 The state of commencement shall be contained in by the Notice to Proceed. 3.3 Add the following sentences to paragraph 3.3 If the Work is not substantially complete on or before this dater or within this period of time, or extension thereof granted by the Owner, the Owner will sustain damage that will be impracticable and extremely difficult to quantify in the event of and by reason of such delays. The Contractor shall pay to the Owner- liquidated damages in the sum a.f $ for each calendar day of delay. Any sums that may be due the Owner as liquidated damages may be deducted from any monies due or to become due the Contractor under the Contract or may be collected from the Contractor's surety. (08-- 26 -98) PN 296 1 1 i 1 1 RD Instruction ' 1 94 2-A Guide 27 Attachment Page ARTICLE 5, PAYMENTS 5.1.6 Insert "ten" and "10" in the appropriate spaces in subparagraphs 5.1.6.1 and 5.1. 6.2. 5.1.8 Insert the following sentences in subparagraph 5.1.8. The amount retained shall be 10% of the value of Work until 50% of the Work has been completed. At 50%. completion, further partial payments shall be made in full to the Contractor and no additional amounts may be retained unless the Architect certifies that the Work is not proceeding satisfactorily, but amounts previously retained shall. not be paid to the Contractor. At 50% completion or any time thereafter when the progress of the Work is not satisfactory, additional amounts may be retained but in no event shall the total retainage be more than 10 of the value of Work completed. ARTICLE 7, MISCELLANEOUS PROVISIONS 7.6 Add the following subparagraph -to article 7.6 7.6.1 This Agreement shall not become effective until concurred in writing by the y A enc . Such concurrence shall be evidenced by the signature of a duly Agency. . authorized representative of the Agency in the space provided at the end of the Agency Attachment to this Agreement. The concurrence so evidenced by the Agency shall in no way commit the Agency to render financial assistance to the Owner and is without liability to the Agency for any payment hereunder, but in the evert such assistance is provided, the concurrence shall signify the provisions of this Agreement are consistent with Agency requirements. RD Instruction 1942 -A Guide 27 Attachment 3 Page 3 ARTICLE 8, ENUMERATION DE CONTRACT DOCUMENTS The following Documents should be referenced, if applicable Subparagraph 8.1.3: Attachment to the Standard Form of Agreement Between Corner and Contractor (RD Instruction 1942 -A, Guide 27, Attachment 3) General Conditions of the Contract for construction, AIA A201 -1997 Attachment to the General Conditions Of the Contract for Construction (RD Instruction 1942- -Ar Guide 277 Attac merit 4-) Federal Supplementary Conditions of the Contract for Cons traction (AIA Document A201/SC) Attachment to the Federal Supplementary Conditions of the Contract for Construction (Rid Instruction 1942 -A, Guide 27, Attachment 5) Special Conditions Subparagraph 8.1.7: Invitation for Bids (Form RD 1924-5) r s t. uct'ons to Bidders (AIR Document A7 01) Supplementary Instructions to Bidders (RD Instruction 1942 ---A, Guide 27, Attachment 2 ) Bid Form Bid Bond Compliance Statement (Form RD 400 --6) Payment Bond Performance Bond Certification Regarding Debarment, Suspension, Ineligibility and ■ RD Instruction 1942-A Guide 27 Attachment 3 Page 4 IN WTTNESS WHEREOF, the parties hereto have executed, or caused to be executed by them- duly authorized officialsr this Agreement in duplicate on the respective dates indicated below: ATTEST: Type Name -- } i ry Title f- ` `t 04-Cor" Date 6: yyJJ f X i � •rF � � fj f �� AT 1 E .. Type Name, Title Date �. AGENCY CONCURRENCE By 4 N jja Type Name r Title A v-z-�N,i �r Date z oWNER • By Type Name Byion Meade X Title. ,r Date CONTRA • 3 Type Name b U-rb D .I.��� o x Title � jr- l ^.j Date Fl� /�a RD Instruction 1924 --A Guide 1, Attachment 7 CERTIFICATE OF OWNER'S ATTORNEY Jennifer B. White If the undersigned, the duly j y authorized and acting legal representative of Collier County Airport Authorit r do hereby -certify as follows I have examined the attached Contract (s) and Performance and Payment Bond {s} and the manner of execution thereof, and I am of the opinion that each of the aforesaid agreements has been duly executed by the proper parties thereto acting through their duly authorized representatives{ that said representatives have full power and authority to execute said agreements on behalf of the respective parties named thereon; and that the foregoing agreements constitute valid and legally- binding obligations upon the parties executing the same in accordance with terms, conditions, and provisions thereof. Date: A,� \%. (VOTE: Delete phrase "Performance and Payment Bonda" when not applicable.) 7010� lf� (2-16-83) PSI 869 RD Instruction 1924 -A Guide 1 Attachment 8 CONCURRENCE The United States of America, as potential lender or insurer of funds to defray the costs of this Contract, and without liability for any payments thereunder, hereby concurs in the farm, content, and execution of this Contract. U.S. Department of Agriculture Rural Development Rural Housing Service /1100 Date fi - Rural Development Official Acipil:�{� 7 Title This Contract shall not be in full force and effect until concurred with by the State Director or the State Director's delegate, Dural Development., U. S. Department of Agriculture. # � i (08- 26 -98) PN 296 CERTIFICATE OF LIABIL PR(MCER �`%awson of riaratda; Naples iSD9 Willow Park Drive _..... N.aples FZ 34109 Phone:239W261-E116 Fax :339 - 251-2803 INSURED 1 Ir DeAn el is Diamond Cons ruction Inc. Attn: Steve bout 6635 Willow Park D27ive Naples rZ 34109 ��o 6eda19_1_C1j00Q -oo,L ]T INSURANCE CRIC m oanlmmlowyyyy) 13FANG -- 03/15/10 THIS CERTIFICATE IS ISSUED AS A MATTER OF IMFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIL A INSURER A. ciaclwzatl Insura=,ma compmy 10677 IN ER 0 Bridgefi ld Mmplayers INSURER C- INSURER 0- LTR INSW TYPEi OF hauFtANcE POLICY L41JMBER DATE WfDt. fY I DATE jMW0DrA " INSURER E GE14ERAL LIABILITY COV A S Tht POLICIES OF INSURA 4CE L IsTED BELOW HAVE BE 94 ISSUE] TO THE IMMURED NMIEO ABOVE FOR 'i`He POLICY PI4RIOD INDICATED. I`I0'#11ffKSiAHDINC7 AI,IY REQUIREMENT, TERM OR CONDITION OF AW CONTRACT OR OTHER 00CUME tTr vVrtH OESPElCT TO WW-H Till$ Ct RTIFICATE hXAY SE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES CESCPZI13 ED HErEIN iS SLI J'FCT 1 GALL THI= ARMS, EXCLUSIO3 S *ID CONDITtOrZ O SUCH POLICIES. AGGREGATE ! INUTS sHov Ett mAY HAVE EIEV4 REDUCED 13Y PAID CLAIMS. I NEW AM Q LTR INSW TYPEi OF hauFtANcE POLICY L41JMBER DATE WfDt. fY I DATE jMW0DrA " LIMITS GE14ERAL LIABILITY FAC H 4]CCtPRD10E $ 1 r Q 0 D r 0 0 0 A X COMMERCIAL CBP0734082 01/01/10 01/01/1-1 PRE�,�ISES��� tgIt:u Q1 � � 504 to 00 CLAMS NVLD rx_� OCCUR NIED E P Ony one pw son) $ Jo , 0 00 PERSONAL & ASV II`SJI,Py I � 10 Q 0 e 000 GENEEIPV., AC;GREGATE s 3, 0 D 0, Q Q C GEI~k'L AGGRI:-GA-fE= LIMIT APPLIES PER- PRODUCTS - CON PIOP A.0 G s 2 t 0 Q 0 r Q Q Q PCLICY f—] ECT LOC &np Ben. 100 /300 AUTOMOBILE LIA811tY A K ANY AUTO CAPS S 7 R 9 4 C 01/01L/10 D 1� C 1� 1.3. CQ�Irr� ccide S1I�rGLI� LIMIT {Eta �ciel•2nt ) $11000P000 ALL OWNCDAlt OS BODILY INJURY GCHEDULED AUTOS ( Por parson) � HIRED AUTO,% 800ILY INJURY � N01+0MEE0 ALTOS (Per accideint) PF20PERTY ON GE (Prof -accidcrtj GARAurz.1.00.Ci'Y ALf 0 01I4,Y -Fes, ACC IDE NT AM AUTO OTHER THAN EA AC C � AUTO OMY` EXCESS/ UMBRELLA LIABILITY EACH OCCLPRENCE a. dr 0 Q o r o o 0 A oCCU F LAItS MADE 01/01/10 C 1 C 1 c I T I t 0 00 r 00 0 DEDLCTIBLE 11E'FEirllom $ VVCRKEAS COMPENSAT'Iom U - AND E MPLCnMR8' L1ASKMY YIN TOFFY f INUTS J I ER $ ANY PROPRIETORIPARTI•I1Rr}{ECLITIVE ❑ 83031088 OFFICEPiMEI�fSM DCLLuE jD 01. / D 1, 1~ 0 01 / 01. / i l E.L. EACH ACCIDENt $ 101000 0 0 D r (Mandatory In IM H) ELL DISEASE - EA EMPLOYEE $ 1 , 0 D D r 00 0 II s, aascribe undor IS ECM PROVISIONS bebw F-L. DISEASE - POL ICY I.II,4I T $ 1. , a a 0 r 0 0 0 mept ❑ESCRIMON OF UF'EWIONS I LOCATI0US f VEHICLES) r=xcLU&1E)'+!S ADDED 13Y EWORSEWNT! SPEC PR4ytSlf,NtS Project: Cif USDA Manufacturing Building, Air Park Dwive, ln=akalee Board of county commissioners off Collier County are listed as ,Additional Insureds with regards to the General Liability CERTIFICATE HOLDER CANCOLLATION SHOULD AW OF THE ABOVE: DESCRIBED POLICIES BE CAE 051 -.LE 0 E FYORE THE EXPIRATION CDmr19 DATE THEREOF, THE.'; ISSUING INSURER WILL ENDF -i V13R TO MAIL 30 DAYS WRJTii N NOTKE 70 THE CEI TtMCATC HOLDER NAMED TO THE LEFT, Krr FAILL RIE Tra 130 S ❑ SHALL Board of County Counuissioners IMPOSE; NO 08LIGA710H OR LIA131LITY OF ANY IiWD UPON THE INSURER, ITS AGENTS OR of Collier Count I . �.'a,miEUt1i Trail, H �.[�*� G REPI�$�M`i'a71�fE�. Naples 3�11� A�rr� -1I� R�RE;�l`r�rA�� ACORD 2 (2009101) (D 1 988 -2009 ACORD CORPORATION. RII rights reservad. The ACCRA n a m a and Iaga are registered rrlarks of AC0RD r r 1 _L IMPORTANT It the certificate holder~ is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not corner dghts to the certificate holder In lieu of such endorsement(s). II= SU BROGATION I S WAIVEDI subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER This Certificate of Insurance does not constitute a contract bet% een the issuing insurer(s), authorized represen0tivo or producer, and the certificate Folder, nor does it affirmatively or negatively amend, extend or alter the coverage affopled by the policies listed thereon. ACOR025 {2009IU1} RD Instruction 1924 -A Guide 1, Attachment 9 NOTICE TO PROCEED TO : DeAngelis Diamond on s truc t i on , v - 6635 wi l low Park Drive Project: CCAAI USDA Manufacturing + � PT, ----3-41-019 Building - Immokalee Airport You are hereby notified to commence WORK in accordance with the Agreement dated , 19 , on or before , 19 -, and you are to complete the WORK within 205 _ consecutive calendar days thereafter. The date of completion of all WORK is therefore 01 19 • ACCEPTANCE OF NOTICE Receipt of the above NOTICE TO PRO- CEED CEED is hereby acknowledged by f This the IF 19 By Title Employer Identification Number 1/1 (2- 16 -83) PN 869 Collier Counter Airport Authority Owner Bar Title Executive Director IN 10 OWN. AIA Document A201 TM - 2007 ' 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSON5 AND PROPERTY ' 17 INSURANCE AND BONDS 12 UNCOVERING AND CORRECTION OF WORK ' 13 MISCELLANEOUS PROVISIONS 14 TERMINATIQN OR SUSPENSION OF THE CONTRACT 15 CLAIMS AND DISPUTES ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the tent of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect - to its completion or modification. AIA Document A201 TM- 2007. Copyright 0 1911 1915 1918 1925 1937 1951 1958 1961 156 1966 1970 1976 1987 1997 and 2007 by The American [nit. AIA of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the � maximum extent possible under the law. This document was produced by AIA soltware at 49:89:44 on 0511212010 under Order No:6476578656_1 wh1ch expires on 5!412011, and is not for resale. U �7$53�4378} User Notes: r, l: INDEX (Numbers and Topics in Bold are Section Headings) 1 u Architect's Additional Services and Expenses 2.4.12 11.3.1.1$ 12.2.1,13.5.2, 13.53, 14.2.4 Architect's Administration of the Contract 3.1.33 4.21 3.7.45 15.2,9.4.1,9.5 Architect's Approvals 2,4.15 3.1.3, 3.5.11 3.10.2, 4.2.7 Architect's Authority to Deject Work 3.5.15 4.2.65, 12.1.2, 12.2.1 Architect's Copyright 1.1.71 1.5 Architect's Decisions 3.7.44.2.6 }4.2 .72 4.2.11,4,2.12,4.2.13,4.2.145 6.3.1, 7.3.72, 7.3.9, 8.1.3, 5.3.17 9.2.13, 9.4.1, 9.5x 9.8.45 9.9.1, 13.5.2, 15.Z 15.3 Architect's Inspections 3.7.4,4.2.25 4.2.95, 9.4.2,9.8.3,9.9.2,9.14.15 13.5 Architect's Instructions 3.2.41 3.3.1, 4.2.6, 4.2.71 13.5.2 Architect's Interpretations 4.2.11, 4.2.12 Architect's Project Representative 4.2.10 Architect's Relationship with Contractor 1.1.2, 1.5,3.1.35 3.2.25 3.23, 3.2.413.3.1, 3.4.213.5.1, 3.7.4,3.7.5,3.9.2, 3.9.3,3.10,3.11,3.12,3.16,3.15, 4.1.21 4.1.31 4.2, 5.27 6.2.2, 7, 8.3.15 9.21, 9.31 9.419.5, 9. 7, , 9.8, 9.9, X 0.2.6, 10.3, 11.3.7, 12, 13.4, 2, 13.5, 15.2 Architect's Relationship with Subcontractors 1.1.27 4.2.31, 4.2.4, 4.2.63, 9.6.3, 9.6.4 11.3.7 F e res entations Architect's Representations 9.4.2, 9.5.1, 9.10.1 Architect's Site Visits 13,5 { �j �'} ��}} /}�� r�f 9.4.2, .5.1 9.9.2 9.10.1 �. ! Y�, 4,2Yfr, T.L+.9� � i 7 7 Asbestos • 1.0.3.1 Attorneys' Fees 3.15.1, 9.10.2, 10.3.3 Award of Separate Contracts 6.1.1, 6.1.2 Award of Subcontracts and Other Contracts for Portions of the work 5.2 Basic Definitions 1:1 Bidding Requirements 1.1.1, 5.2.1, 11.4.1 Binding Dispute Resolution 9.7.1,11.3.9,11.3.10 ,13.1.1,15.2.5,15.2.6.1,15.3.1, 15.3.2, 15.4.1 Boiler and Machinery Insurance 11,3.2 Bonds, Lien 7.3.7.4, 9.14.2, 9.10.3 Bonds, Performance, and Payment 7.33.41, 9.6.7, 9.10-3111.3.9, 11.4 AIA Document A201zM — 2007. Copyright 0 1911,1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1 987, 1997 and 2097 by The American Init. Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 2 reproduction or distribution of this AIA Document, or any portion of it, may :result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:39:44 on 05!1212010 under Order No.8476578880_1 which expires on 514/2011, and is not for resat e. User Motes; (765324378) Acceptance of Nonconforming Work . (. } .9.9.3 12.3 Acceptance of Work 9.6.6, 9.5.25 9.9.35 9.10.1, 9.14.3, 12.3 ... ... . cGess to Work 3162, 6.2.10.12. ms Ac"cident Prevention .. . Acts and 0 rmsslonss 3.32; 3:.12._5, 18 .4 2.3;:8.3.1, 9.5.13 10.2.5, :. ...:......: . :: . . ;! :.: :.:. .1 .2.81: x.3.4:2. 133. 1 *' :14.1; ::15 : :. .: Add .... : . .e: . n . : sm 3. ::::::::.. . .......... ...... .. .... .. . . .. C1 . ' on a osts+ aims or: : -- mon ..... ..... ,, ..:. :. :.... • .... ..... :� .. :.....� : :..... • , .............................. .,. Additional Yrspect :and Tstang :_ ....... 1` 13 5::: *. } ; y 0 ......:........ ::. .. . `' : : °. Additional 1Ll Ure € €'. :€ €6: : : : :: `. : ........ ... ..... .. . : :.' ..: : :. _... 1. ° 14: . .:.. :... : = . �. . . . ............. . ...... .. 001 1:10 ... �.. ....' ::..:::...' �-{� .: :: 'Additional Viii Ra.�J.l.�w : AV .... ..... . ............. ..... .... .. :...... ... off 'r/y'S /�/ f�{/�y I'f� ', 3.2.4 .3t7a4 3..5-m •L.' ..V.ILr� : : +� .. . AdiWrdstraltio - mmmsm : .............. . . 3.1.3;.4.2,.:9..4, 9: :5 :; ° : :, ::, ;` :. :.:: ... .... : vertt8errient or . vitation ` to i ..... : :. : ms :.. :..... : : : :: " ", '' ::.:.. :....:.. :. :.: est et1C Effect ... 4 2:4 3:: . ... ... .. -7 ms ,- _ so-so - , , mosommommom .::::: :: ... ... mssmsm— m . , 73.8:,.... .. . .... . .............................. ms :: 11:.3.1y_ 11:3: X :X=' .... . :.... = Applictioxs for` Pyrnent :: ... :. ::. :.: .. ..7- 4.2.5y ?3:9;';2, 9.3, 9.4, 9 :SX; �.3 °� 9 :'�Y 1� 9. 10, ms IL 1.3' > PPr.ova s 2: L 1;2.2.2,2.4,3.1. j 3°.10: :2.:3.12.8,3.12. ,3.12.105, 4.2.7, 9.3.2:; 13.5.1 :: - ..:..' :::..::. ' ..::: Arbitration :: E.. : 8.3.t , 1.1.3:10, 13.4.19 15, 3.2, 15.4 :.. ARCHITECT : . Architect, Dc itio n, 01 4.1.1 Architect, Extent of Authority .24.11 3.12.7,4.1;4.2, 5.2, 6.3.11 7.1.2, 7.3.7,,7.41 9.2.1,9.3.1;9.4. 9.57 9.6.31 9.81 9.14.11,9.10.31 12.X, 12.2.1, 13.5.1:,1365.2, 14.2.2,14.2.4,15,1.3, 15.2.1 Architect, Limitations of Authority and Responsibility .2.1.1,3.12.4,3.12.5, 3.12.10,4.1.2,4.2.1,4.2.2, 4.2.3, 4.2.6, 4.2.7, 4.2.103 4.2.123 4.2.13, 5.2.1, 7.4.1., 9.4.2, 9.5.32 9.6.47 15.1.3, 15.2 1 u Architect's Additional Services and Expenses 2.4.12 11.3.1.1$ 12.2.1,13.5.2, 13.53, 14.2.4 Architect's Administration of the Contract 3.1.33 4.21 3.7.45 15.2,9.4.1,9.5 Architect's Approvals 2,4.15 3.1.3, 3.5.11 3.10.2, 4.2.7 Architect's Authority to Deject Work 3.5.15 4.2.65, 12.1.2, 12.2.1 Architect's Copyright 1.1.71 1.5 Architect's Decisions 3.7.44.2.6 }4.2 .72 4.2.11,4,2.12,4.2.13,4.2.145 6.3.1, 7.3.72, 7.3.9, 8.1.3, 5.3.17 9.2.13, 9.4.1, 9.5x 9.8.45 9.9.1, 13.5.2, 15.Z 15.3 Architect's Inspections 3.7.4,4.2.25 4.2.95, 9.4.2,9.8.3,9.9.2,9.14.15 13.5 Architect's Instructions 3.2.41 3.3.1, 4.2.6, 4.2.71 13.5.2 Architect's Interpretations 4.2.11, 4.2.12 Architect's Project Representative 4.2.10 Architect's Relationship with Contractor 1.1.2, 1.5,3.1.35 3.2.25 3.23, 3.2.413.3.1, 3.4.213.5.1, 3.7.4,3.7.5,3.9.2, 3.9.3,3.10,3.11,3.12,3.16,3.15, 4.1.21 4.1.31 4.2, 5.27 6.2.2, 7, 8.3.15 9.21, 9.31 9.419.5, 9. 7, , 9.8, 9.9, X 0.2.6, 10.3, 11.3.7, 12, 13.4, 2, 13.5, 15.2 Architect's Relationship with Subcontractors 1.1.27 4.2.31, 4.2.4, 4.2.63, 9.6.3, 9.6.4 11.3.7 F e res entations Architect's Representations 9.4.2, 9.5.1, 9.10.1 Architect's Site Visits 13,5 { �j �'} ��}} /}�� r�f 9.4.2, .5.1 9.9.2 9.10.1 �. ! Y�, 4,2Yfr, T.L+.9� � i 7 7 Asbestos • 1.0.3.1 Attorneys' Fees 3.15.1, 9.10.2, 10.3.3 Award of Separate Contracts 6.1.1, 6.1.2 Award of Subcontracts and Other Contracts for Portions of the work 5.2 Basic Definitions 1:1 Bidding Requirements 1.1.1, 5.2.1, 11.4.1 Binding Dispute Resolution 9.7.1,11.3.9,11.3.10 ,13.1.1,15.2.5,15.2.6.1,15.3.1, 15.3.2, 15.4.1 Boiler and Machinery Insurance 11,3.2 Bonds, Lien 7.3.7.4, 9.14.2, 9.10.3 Bonds, Performance, and Payment 7.33.41, 9.6.7, 9.10-3111.3.9, 11.4 AIA Document A201zM — 2007. Copyright 0 1911,1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1 987, 1997 and 2097 by The American Init. Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 2 reproduction or distribution of this AIA Document, or any portion of it, may :result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:39:44 on 05!1212010 under Order No.8476578880_1 which expires on 514/2011, and is not for resat e. User Motes; (765324378) Building Permit Completion, Substantial 3.7.1 4.2.9,8.1.1.,8.1. 3,5.2.3,9.4.2,9.8,9.9.179.10.3, Capitalization 12.2, 1.3.7 1 Compliance with Laws Certificate of Substantial Completion 1.6. 1, 3.2x3, 3.6, 3.75 3.12.10, 3,13, 4,1..1, 9.6,4, 9.8.3,9.8.41 9.8.5 10.2.21 11.1,11. 3,13.15 13.4,13.5.1,13.5.25 13.69 Gerd_ tes for Payment 14.1.11 14.2,13, 15.2.8, 15.4.2, 15.4.3 4.2.1, 4.2.55 4.2.99 9.3.3, 9,49 9.51 9.6.1, 9.6.6, 9.7.1, Concealed or Unknown Conditions :. 9.10.11 9.10.3, 14.1-13::.14.241 15.X.3 Certificates of Inspecti ; Testing or Approval 3.7,4, 4,2x8, $.3.1, 10.3 Conditions of the Contract 13.5.4 ::. _: 1.1.1, 6.1.15 6.1.4 : :: = :. . ... .::::.:.:: erg sates o ins . urance. .; -_ Consent, Written :.: 9. 10.2,11 1-T `.: ::: . 3.4.2, 3.7.x-7 3.12.5, 3.14.25 4.1.2, 9.3.25 a 9.9.1 :.m ange Ord'e'rs'' . 13. 2, , ms ms x,4,2,: ;3.8:x.3, 3.11.1, 3,12.5, 4,2.8, ....... Consolidation or Joinder :. :.:......... . . 15.4.4 5.,3.1,. 9.3. 1.1 9.10..37 10.3..2 44.3.1.2, 11.3.4, 11.3.9, CONSTRUCTION BY OWNER OR BY msmmms ....:........:: : 111.1 15: �3 ° ' ': `= _ _ ._ _:. ......::..::: - -- :. SEPARATE CONTRACTORS ::..: ..:::::::::: ang r &§ - e nitx n a a :::::::::::. .. ' .. .:::::..:..:..:: . ::.... 7:: - :: - :: :: - -- - Construction Change Directive, Defirdtion of ...:...:.... . CHANGES IN= THE: wRI 'x.3.1 :., . :.- ::: : :.:::.::::::: ::::::::::::::: 111 ° 3.1 E 4 .5,:'1: 2.1 7:x:1;: =7.4 7.4.1, 8.3.1, Construction Change Directives 93_ ...:.:-::::..: __:.:::: 41. : 113.9 ::::::.: :::... ::::::: :__.::_:::::: .:.;; 2.54.2.87.1.1 7.1.27.1.37,3 t. 3.4.2y 11 > a a k IJTI,S, n ...QIX: 9.3.1.1 ..... Construction Sch edules , Contractor's ..::.::...... ..:.::..:::. Lik]MS A DI P TE .; ° ' .10, 3.12,1, 3.12.2, , , « . .2 ....: ....... . 10. Contingent Assignment of Subcontracts .. 1 ::::... ........................ 5.4, 14, 2.2.2 ...... .... ............ Claims `aid Time] ssetiri of Claim . : :. :. Continuing Contract Performance g :...................... 15`.4::1 ::: °: ° ' � _ = ° _' =_ ....... : 15.1.3 ' :' Clai ris for Additional::.Cos't . ... ............. .... ..... . .. T45 61 Contract, Definition of Claims for: Additio W..7ime CONTRACT, TERMINA.TI :.:. : - :- 314,: 37.46:1.1, x.3.2; 10.3.2, .15 :I:5 SUSPENSION OF THE ... ... :..- ........ -, :: :. . ................... .;: ., . , :.:: :::,.:. . Cc r�cea16d '0r Ufik o�vn onditroit is Ciaims for • . , 11. 3.95 .......................... 3:7:4° == msmimmm Contract. Administration :. . :.: Claifs` for Da:x ag-s ......::::.::...:. . :. 3.2.4 3 r 1 S x.1.1, 8.3.3, 9:5 ..1 .9; : 7! , �1 0:3:3, 11.1.1, Contract Award an Execution, Conditions eating 11.3.5, 11:3.7# 14.1.3...14.2:41:1::::° to Ciaxms Subject to Arbitration . 7.1, 3.1 0, 5,2, 6.12 11.1.3111.3-6, 11. 4.1 ..:.:....:.:..:.::: 15:3.1' 15.4.1 Contract Documents, The Cleaning Up.. 1,1.1 311 6.3 :_:: Contract Documents, Copies Furnished and Use of ..Commencement of the Work; _ Conditions Relating to 1 «5.2, 2.2.5, 5.3 2.2.11,3.2.2'' r'1y 1 1 1 ' 3r4e 1 � .Jr • 1, r 1 . ? r 1 .�7 5.2.17 5r2r ! Contract 1]ocumenfi.s, De nition of 6.2.2, 8.1.2, 5.2.2, 5.3.1 ", 11.15 11.3.1, 11.3.61 11.4.13 1.1.1 15.1.4 Contract Sure Conunencement of the Work, Definition of 3.7.41 3, 8, 5.2.3, 7.2 P 7.3 7 7.4, 9.11 9.4.2, 9.5.1.45 8.1.2 9.6.71, 9.7, 10.3.21 11.3.1, 14.2.47 14.3.2} 15.1.47 Com m-unicatio'ns Facilitating Contract 15,2.5 Administration Contract Sum, Definition of 3.9.1, 4.24 9.1 Completion, Conditions Relating to Contract Time 3.4.1, 3,117 3.15, 4.2.2, 4.2.92, 8.27 9.4.27 9.8, 9.9.1, 3.7.4, 3,7.55, 3.10.2, 5.2.3, ?.2.1.3, 7.3.17 7.3.5, 7.4, . 9.10, 12.22, 13.7, 14.1.2 8.1.1, 8.2.13. 8.3.19, 9.5.1, 9.7.1, 10.3.2, 12.1.1, 14.3.23, COMPLETION, PAYMENTS AND 15.1.5.1, 15.2.5 9 AIA Document A201 TM — 2007. Copyright (D 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1901, 1983, 1988, 1970, 1970, 1987, 1997 and 2007 by The American [nit. Institute of Architects. All. rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 3 reproduction or distribution of this AIe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent passible under the law. This document was produced by AIA software at 09:39:44 ors 05112/2010 under Order No. 8476578680y1 which expires on 5/412011, and is not for resale. User Notes: (785324373) r maximum extent possible under the lave. This document was produced by A 1 Software at 09:39 :44 on 0511212010 under Order No. 8476578680_1 which expires on 51412011, and is not for resale. User Notes: 76534378j Contract Time, Def nition. of C Cost, Definition of 5.1.1 7 7.3.7 CONTRACTOR C Costs 1100 '. 2 .T. 1 7 3.2.4, 3.7,35,3.8.213-15.215.4.216.1.17 : Cantractar, Definition of 7.3.3.3, 7 7.3.7, 7.3.51 7.1% 9.10.21 10.3.22 10.3.62 3.1196.1.2 1 11. 3, 12.1.2, 12.2.1, 12.2.4, 13.5, 14 :vt>r'ac #vr's Construction Schedules C Cutting and Patching . .. . ... ..:.... 3010; 3.12.19 3.12.21 6.1.3, 15.1.5.2 3 3,145 6.2.5 Contractor's Employees.. D Damage to Construction. of Owner or Separate 0000 . . Contractors : 1110 1110 I1:1.I, 11.3.7;:14.1, 14:2:.1:1, 3.14, 2, 6.2.4, 10.2.1.2, 10.2.5, 10.45 11.1.1, 11.3, ::: . 1001:,. ].2.2.4 0 0 110 1 :' :: 1 1. 1 1 1 1 : :...... :.. : :: D Darn, eta the work : 1000 p C retract r s Mad sh . with Separate Contractors 3 3.14.2, 9.9.17 10.2.1.2, 10.2.51 X 0.4.1, 11.3.1, 12.2.4 .: Damages, Claims for 111 1 3 .' : 3.2.41 3,185 6.1.19 5.3.3, 9.5.1, 9.6.79 10.3.3, 11.1.1, -- Contracts 3 s Relation ship 1 1th Subcontractors 1 11.3.5, ] 1.3.7, 14.1.3, 14.2.4, 15.1.6 ' X - ..... 00 . ,- 000;1:: 1109 .., . Damages for Delay : _ 001.1 . .5.1.5 9.7 10 .3.2 :.: , , , 1111.: 0000 0000. .. Qr� ra taT S; a i n i a :v ith the Architect r rate of Commencement of the York, Definition of : 1 :: 5 5.1.2 : ......................... . Date of Substantial Completion, Definition v :. :. : :;: : :....,.. .. : :.. : : : : : : :: 10 00 _ . 5.1.3 . -- . ................. ay, Definition of : 1 1111 . . : : :- Decisions . 3 : - T y 4.I• T. V or : 7 7.3677 7.3.95 8.1-31,83-1.19.2.19,9.419.56L 9.8.4, 9.9.1, . m.. : 1111 1365.21 14,2.2, 14.2.4) 15.11 :. m- m - -:::: 0111 - :.. Decisions to Withhold Certification 1:01. ::. = 110 0 ... 4 1 .5 9.7 14.1.1.3 ::, ::: : m. . 1000. - ......... .........:..:... . Defective _ 1111 � ...,..,.. . `on and Correction. of 0000 .. • : 0111 • M a . • f `- :` :: 1 14;1, 15:1.6! - ° 11;11 : : :° :: ° : : := 1111 : : :' 9 9.5.25 9.9.3, 9.10. 47 - .M. C Contractor's .'Suriittals D Defective Work, Definition of .:....... ... 1101 _11 11; : : : :.......... . .......... 30.1:0, :3.1f. 3.114:4.2.7.) 5.2:1;:5:2:3 : -_ , 9r3, 908.2, 3 3.5. : : ;.., : ................. 110 0 ... Definitions :, 1 11 ...1 1 : :... ..: 1 1 1 3.1.1 3.5.1 3,12.1 3.'12.2 3.12.3 4.1.17 . 3.9): 14.2.6. 1 15x1.19 5.1, 6,1.27 7.2.13 7.3.15 8.1.19.1, 9.8.1 0000 :. : : : :. :: Contractor" s Supery s10h ar- d Construction D Delays and Extensions of Time ::- 1001.::-- .. : : : : : : :. Procedures-: 1000... 3 3.20, 3.7.4, 5.2.3, 7.2.1, 7.3.1, 7.4.1, 8* 35 9.5.12 9.7.11 1.2.2,: 3.35 3.4, 3.12. io : 4 :2.2.4.2.7', 6.1.3, 6.2.4, 1 10.3.2, 10.4.13 14.3.2, 15.1.5, 15.2.5 7.1.3, 7.3.5, 703.7, 8.21 10} 12"' 141P 15.1.3 D Disputes Contractual Liabilit Insurance 6 6.3.1, 73.9, 15.1, 15.2 Documents and Samples at the Site Coordiinatian and Correlation 3 3.11 1.2, 3.2.1, 3.3.1. , 3.1 Dy 3.12.6, 5.1.3, 6.261 D Drawings, Definition of : C Copies Furnished of Drawi Instructions to the Contractor 3.2.45, 3.3.1, 3.8.19 5.2.1, 7, 8.2.21, 121, 13.5.2 Instruments of Service, Definition of 1.1.7 Insurance 3.18.11P 6.1.11 7.3.71 9.3.2,9.8.4,9.9.11, 9.10.21 11 Insurance, Boiler and Machinery Insurance, Contractor's Liability 11.1 Insurance, Effective Date of 5.2.29 11.1.2 Insurance, Loss of Use 11,3.3 Insurance, Owner's Liability 11.2 Insurance, Property 10.2.5111.3 Insurance, Stored Materials 9.3.23, 1 1.4.1.4 INSURANCE AND BONDS 11 Insurance Companies, Consent to Partial Occupancy 9.9.1, 11.4.1.5 Insurance Companies, Settlement with P 11.4.10 Intent of the Contract Documents 1.2.1 ,4.2.7,4.2.127 4.2.13, 7.4 Interest 13.6 Interpretation 1.2.3, 1.41 4.1.17 5.17 6.1.2, 15.1.1 Interpretations, written 4.2.112 4.2.127 15.1.4 Judgment on Filial Award 15.4.2 Labor and Materials, Equipment 1.1.3, 1.1.6 3.453.5. 1,3.8.27 3.8.373.12,3.13,3.15.13. 4.2.65 4.2.71 5.2.19 6.2.1, 7.3.7, 9.3.2, 9.3.37 9.5.1.3, 9.10.2,1 .0.2.1,10.2.4,14.2.1.1,14.2.1.2 Labor Disputes 8.3.1 Laws and regulations 1.59, 3.2.31 3.63 3.7, 3. 12.102 3.13.1,4.1.1,9.6,4,9.9.1, 10221 11.1.1,11.3, 13.1.1,13.4,13.5.1.,13.5.2, 13.6.11.149.15.2.5, 15.4 Liens 2.1.21, 9.3.31, 9.10.21 9.10.4 15.2.8 Limitations, Statutes of 12.2.57 13.7, 15.4.1.1 Limitations of Liability 2.3.1,3.2.27 3.5 .17 3.12.10,3.17.1,3.18.1,4.2.61 4.2-714.2-12, 6.2.25, 9.4.22 9.6.47 9-6.73,10.2.5110.3.3, 11.1.2,11.2,11.3.71,12.2.55 13.4.2 Limitations of Time 2.1.25, 2.27 2.47 3.2.2, 3.10, 3.11, 3.12.5, 3.15.1, 4.2.7, .21 5.3.1,5.4.19 6.2.4,7.37 7.47 8.21 9.2.11, 9.3.11 AIA Document A241 TM— 2447. Copyright C 1911 1915 191$ 1925 1937 1951 1958 1961 1 963 1988 1970 1976 1987 1997 and 2447 by The American [rift. Institute of Architects. All rights reserved. WARNING: This AIO Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 5 reproduction or distribution of this A ] e Document, or any portion of it, may result in severe civil and criminal penalties, and will he prosecuted to the # maximum extent possible under the law. This document was produced by AIA software at 09:39:44 on 95112/2914 under Order h1o.8476578880 1 which expires on 514/2911, and is not for resale. User Notes: (785324375) Employees, Contractor's 3.3.22 3.43, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.23 .10.: 3. 3,. I I °.1.1, 11.3.7, 14.1, 14.2.1.1 . E ui rnen :.:. q P Labor, Materials or :. ms ms 1.1.3', 1.1;6, 3.45 3.5.1, 3,5.2, 3.5.3, 3.12, 3.13.15 :. 3.15.1, 4.2.67 4.2.7, 5.2.17 6.2.12 7.3.71, 9.3.21, 9.3.37 :.9.x.1.3, 9.10.25 10.2.1, 10.2.4, 14.2.1,1, 14.2.1.2 Execution and Progress of the Work :..::. 1.1.3, 1.2.15 1.2.2} 22.310:. .2.2.5, 3.11, 3.3.1, 3.4.1, 3.5.1, 3.7.1, 3.10.1,.3.12, 3 .1:4,4.2,6.2.2,7.1.3,7.3.578.2. 9.51, 9.9.1,.10.29 10.37:12.2, 14.23, 14.3.1, 15.1.3 Extensions of Time . ms. ms.. :. „ .... ...............:::::: 3:x:4, 3.7.4:.:5 ;:2:3, 7.2.1- 7,31,7.4.15 9.5.1, 9.7.1, . . 1.0.3.2, 10.4.1 14.37 15.1. , 1 x2.5 . . aY lure .4 a ent == 14212 msm- ... ... ::::::::::. au ms.. .. .....:....... . --- --- ...... .... . .. ... ve r n - r .. .. .. .... . :. . .... .... .. Via; ::.am ti:;;:: al :an Payment . ... .. ........... .. ..... 41 F`4 2.9, 9.3 9.10;::1:1.1° .2, 11.1.39 11.3.1, 11.3.5, ms-::. ............... :...... . Fi nanc�a angxne�n s weer ., ...... .:.: :. } 11 2.2 � 14.1::1:4 :; ..: :.:. .::::.:... .:.::.: : : ' . a an.. � ay. erage ,. , .surance ......... .. =. 1: .. . ::. ,..... ::::.. :.::::. veraxxxg a sms ms m- ............ ::. .......::.. uairar tees � (See. "arrai ....................... ......:..::. ........: - M. .. : - .: :.: :.,....:..............:: . � : 10:2.4;: Io;3 :'- ''._:::: :.: :::.. ....:.:..:........ :::.. :-- , Identlficatio�: 01 ubC4nticacto�rs and Suppliers ::::::..::......... mms . . ri� .... .... ... ........: ..... :: :.... '1°� 1 s 3.18: 9.10.2: 10:3.3; ` 10.3.5, 10,3.6, 11.3.X.2, . . .. ......... so .......... . ::. . ........... - Info matron and Services Re aired of�the Owner .. -`2:1.2:2 ;3:;2.23.12: 4,3.12:10x6:1:3; 6.1.4, 6.2.5, .... '::' :. j ,. . , 9.9.2, 9.10.3, 10.3.3y 1. , 11. , 3 . , ..................... ........... . ..•.': i .x...�1 - 41) Irntlal Decision :s. Initial Decision aker, l3e�i�ition of initial Decision Ma er' ` Decisions 14.2.2, 14.2.4,12..1s15.2.2, 15.2.31, 15.2.4,15.2.5 Initial Decision Maher, Extent of Authority 14.2 .2,14.2.4,15.1 .3,15.2.1,15.2.2,15.2.3,15.2.4, 15.2.5 fujulry ar Damage to Person or Property 10.2.8 10.4.1 Inspections 3.1.3, 3.3.3, 3.7.1, 4.2.21,4.2.61 4.2.92 9.4.21 9.8.3, 9.9.2,9.10.X,12.2.1,13.5 Instructions to Bidders Instructions to the Contractor 3.2.45, 3.3.1, 3.8.19 5.2.1, 7, 8.2.21, 121, 13.5.2 Instruments of Service, Definition of 1.1.7 Insurance 3.18.11P 6.1.11 7.3.71 9.3.2,9.8.4,9.9.11, 9.10.21 11 Insurance, Boiler and Machinery Insurance, Contractor's Liability 11.1 Insurance, Effective Date of 5.2.29 11.1.2 Insurance, Loss of Use 11,3.3 Insurance, Owner's Liability 11.2 Insurance, Property 10.2.5111.3 Insurance, Stored Materials 9.3.23, 1 1.4.1.4 INSURANCE AND BONDS 11 Insurance Companies, Consent to Partial Occupancy 9.9.1, 11.4.1.5 Insurance Companies, Settlement with P 11.4.10 Intent of the Contract Documents 1.2.1 ,4.2.7,4.2.127 4.2.13, 7.4 Interest 13.6 Interpretation 1.2.3, 1.41 4.1.17 5.17 6.1.2, 15.1.1 Interpretations, written 4.2.112 4.2.127 15.1.4 Judgment on Filial Award 15.4.2 Labor and Materials, Equipment 1.1.3, 1.1.6 3.453.5. 1,3.8.27 3.8.373.12,3.13,3.15.13. 4.2.65 4.2.71 5.2.19 6.2.1, 7.3.7, 9.3.2, 9.3.37 9.5.1.3, 9.10.2,1 .0.2.1,10.2.4,14.2.1.1,14.2.1.2 Labor Disputes 8.3.1 Laws and regulations 1.59, 3.2.31 3.63 3.7, 3. 12.102 3.13.1,4.1.1,9.6,4,9.9.1, 10221 11.1.1,11.3, 13.1.1,13.4,13.5.1.,13.5.2, 13.6.11.149.15.2.5, 15.4 Liens 2.1.21, 9.3.31, 9.10.21 9.10.4 15.2.8 Limitations, Statutes of 12.2.57 13.7, 15.4.1.1 Limitations of Liability 2.3.1,3.2.27 3.5 .17 3.12.10,3.17.1,3.18.1,4.2.61 4.2-714.2-12, 6.2.25, 9.4.22 9.6.47 9-6.73,10.2.5110.3.3, 11.1.2,11.2,11.3.71,12.2.55 13.4.2 Limitations of Time 2.1.25, 2.27 2.47 3.2.2, 3.10, 3.11, 3.12.5, 3.15.1, 4.2.7, .21 5.3.1,5.4.19 6.2.4,7.37 7.47 8.21 9.2.11, 9.3.11 AIA Document A241 TM— 2447. Copyright C 1911 1915 191$ 1925 1937 1951 1958 1961 1 963 1988 1970 1976 1987 1997 and 2447 by The American [rift. Institute of Architects. All rights reserved. WARNING: This AIO Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 5 reproduction or distribution of this A ] e Document, or any portion of it, may result in severe civil and criminal penalties, and will he prosecuted to the # maximum extent possible under the law. This document was produced by AIA software at 09:39:44 on 95112/2914 under Order h1o.8476578880 1 which expires on 514/2911, and is not for resale. User Notes: (785324375) 9 a 3.3, 9.4.1, 9.53 9.6, 9.7 a 1, 9.55, 9.9, 9.103,11.1-33 OWNER 11.3171-5, 11.163 11.3.10112.2, 13,55,13.7114,15 2 ::. Liss of Use Insurance Owner, Definition of 11.3.3 2.13, 1 ms ms Mater aJ Suppliers Owner, Information and Services required of the 1,5,3..12.15 4.2.4,4 .2.6,5.2.119.3,9.4.2,9.6,9.10.5 2.1.21 2.25 3.2.27 3.12.10, 6.1.3,6.1.41,6.2.5 .) 9.3.25 M:aterials, Hazardous 9.6.15 9.6.45 9.9.2, 9.10.32 10.3,3, 11.2, 11.3, 13.5,15 ... ......:...:....:. : 10.2.45 10.3 13.5.2, 1.4x1.1.4,14.1.4,15.1.3 Materials, Labor, Equipment and 1.1.3, 1.1.65 1.5.1* 3.4.1;.3.5.1, 3.8.2, 3.8.31, 3.125 Owner's Authority 1.5, 2.1.15 2.3.17 2.4.12 3.4.2, 3.8. 15 3.12.10, 3,14.21) .: 3:13.1, 3.15 :1,':4.2.6,.4,2:7 5.2,1, 6.2,1, 7.3.71 9.3.2, 4.1.2,, 4.1.3, 4.2.45 4.2.97 5.2.1, 5,2.4, 5.4.1, 6.1, 6.3.1, :., .. 0 10. 2 14.2. 1 . :. :14:2.1.2 :.:....: _..: =:.: 9.9.19.10. 210.3.25 11.1.35 11.3.3,11.3.105 12.2.25 :. p p p IVleans, Methods, �'ecluuques, Sequences an a a :: Pro;'c4�c' u es 7J1 Cons .L � Owner's Financial Capability .3:1, 3;1 ::10;. 4.2:2;.4:2.7, :9:4:2 221, 13.2.2, 14.1.1. ech ic' : ien ::::_ "::...: Owner's Liability Insurance :.. .. 2:1.2 :1-5.2.8 Mediation - : owners Loss of Use Imurance ms m. 8:3:1} 1.3.5 °; 1D.3.6,:15::.1} ,15,2.5, 15.2,.6, 1.3, :........ ..... ... - o::: 11.3.3 15:4:1:::; : :- Owners Relationship with Subcontractors ....... . ... ......... . . :...: - 11�I�nor Changes. rn::the _or'' 1.1.2, 5. 2, Sri, Sao, • , :..:.:...::..:::::::::..: ....... ..... ............... . :.1:1::1; 3:1:x.8: 4.2.x;° 7:7 °; 4 = owner's Right to Carry Out a or ::: ::. -::::: ;:. :; ': MISCELLANEOUS PROVISIONS 2. , . .........::: :::. ;.:. ::. ..... :. : -: -- _ .... .. _ ... :.._ .... = :. 1 ........: ..:::::: Owner's Right to Clean U ::::::::.:. :::.- :::::: :::: - :::: =; :: __ :::_ :: Defi Ica onsrtrozx o - :: mosommosm- 0.1 .:..:.:..::.:.: ; ms1..1:1::: =; °: :: : =: Owner's Right to Perform Construction and to e o; na = 1 ficatxv s a C5,2.3, w ar spar. Contracts 7, 8,3.1 9 +7.13142 421 1:11�1 1:1:2 - 6,1 .....:. ...........: ; .:: 1 I a 3.1 : :' .'' :: Owner's light to StoP the Work Nu tual Responsibility,on. 2.3 . a .. . . . . Suspend tb e Work :: :. :: No' nconforrrun arl : A ce lance; .....: .::: . 14.3 :::: 9.6.6, 9,x,3, :12.3.. ::: ::::: Owner's Right to Ternunate the Contract :::` :.N cor'for ii : 1 Reje tion- and Correction of ...:::....:: 14.2 . : ::3..::. x.::;.:..6.: 3,3: X: 2 +4x. 2.4, 9.5.1, 9.8.2, 9.9.35 6 Ownership and Use of arawingss Specifications .::..... 9 10 A 12.2.1 -: :: :: ` °::.: = = : and Other Instruments of ervice :. Nbd 1. 1.6 1 1 x 2.2.5 • 1, 3 17. , 2;2.1, 2.3.15 2.4.1, 3.2.4, 3.3:1,' 3.7.2,: 3.11% 5.2.1, 4.2.12, 5.3x 1 .x.. .9.1010 10.2.2, 11.1.3, 11.4.6; 12.2.2.1, 13,3, Partial Occupancy or Use 1.3:5:..11 13.5.2,.14. X,:1.4. ? :J.5`+?•8� 15A.1 9.6.6, 9.9, 11.3.1.5 Notice, Titter. ::: Patching, Cutting an 2.3j 2.4. 15 3.3.1, 3.9:2; :9; 3.12.10, 5.2.13 9.7.1# sm 3.14, 6.2,5 9.10, 10.272, 10.37 11.1.37 11 x3.6, 12.2..2.1,1.3.3, 14, Patents 15.2.8, 15.4 3.17 . :: Not_ ice of Claims }{�/ Payment, Ica ons or p • 3:7.4, 4.5* 10,2,8, 15.1.2? 15,4 4x2.5, 7.3,91 9.2.11, 9.3, 9.49 9.5, 9.6.3, 9.7.1, 9.8.5, Notice of Testing and Inspections 9. 10.1, 14.2.3, 14,2,47 14.4.3 13.5.1, 13.5.2 Payment, Certificates for Obserrvations, Contractor's 4.2.57 4.195 9.3.31, 9.4, 9,5, 9.6.17 9.6.67 9.7.1, 9.10.1, 3.2, .3.7.4 : 9.10,37 13.7, 14.1.1.3, 14.2.4 Occupancy Payment, Failure of . 2.2.2, 9.6.6, 9.8, 11.3.1.5 9.5.1.37 9.79, 9.10.2, 13.6, 14.1.1.3, 14.2,1.2 Orders, Written Payment, Final 1,1.13, 2.31 3.9.2, 7, 5.2.2, 11,3.9* 12. 1, 12.2.2.1, 4.2.12, 4.1% 9.5,2, 9.10, 11.1,2, 11.1.37 11.4.15-111.4-5) 13.5.21, 14.3.1 12.3.17 13.7, 14.2.4, 14.4.3 T" 1961 1963 198fi 197{ 1 978 1987 1997 and 2007 by The American Al Document A201 -2007. Copyright @ 1911 1915 1918 1925 1 937 1951 1958 [nit. Institute of Architects. All rights reserved, WARMING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 6 re roduction or distribution of this AIA document, or any portion of it, may result in severe civil and criminal penalties, and will he prosecuted to the p maximum extent possible under the law. This document was produced by AIA software at 09:39:44 on 0511212010 under Order No.8476578880 1 which expires on 5/412011, and is not for resale. User Dotes: {7fi5324378 Review of Contractor's Submittals by Owner and Architect 3.10.1,3.10.2,3.11, 3.125 4.25 5.25, 6.1.3,9.279.8.2 Review of Shop Drawings, Product Data and Samples by Contractor 3.12 Rights and Remedies 1.1.2, 2.3 7 2.41 3.5.17 3.7.45 3.15.21 4.2.61 4.5, 5.3, 5.42 6.1,63,7.3.11 8.31 9.5.1 ,9.75 10.2-51,10.35 112.2, 12.2.4, 13.4, 14, 15.4 Royalties, Patents and Copyrights 3.17 Rules and Notices for Arbitration 15.4.1 Safety of Persons and Property 10.2, 10.4 Safety Precautions and Programs 3.3.1, 4.2.25 4.2.7, 5.3.17 10,1, 10.2, 10.4 Samples, Definition of 3. 12.3 Samples, Shop Drawings, Product Data and 3.11, 3.123, 4.2.7 Samples at the Site, Documents and 3.11 Schedule of values 9.259.3.1 Schedules, Construction 3.10,3.12.1 }3.12.2,6.1..3, 15.1.5.2 Separate Contracts and Contractors 1.1.4, 3.12.5, 3.14.2, 4245 4.2.7, 67 8.3.17 11.4.75, 12.1.2 Shop Drawings, Definition of 3.12.1 Shop Drawings, Product Data and Samples 3.111 3,12a 4.2.7 Site, Use of 3.13, 6.1.11 6.2.1 Site Inspections 3.2.21 3.3.3, 3.7.15, 3.7,4, 4.22 9,4.2, 9.10.1, 13.5 Site Visits, Architect's 3.7.42 4.2.2, 4.2.95,9.4.23.9.5-19 9.9.2, 9.10.11 13.5 Special Inspections and Testing 4.2.6, X2.2.1, 13.5 Specifications, Definition of the 1.1.6 Specifications, The 1.X.1,1.1.6,1.2 .271.5,3.1153.12.10,3.17,4.2.14 Statute of Limitations 13.70 15.4.1.1 Stopping the work 2.3, 9.7, 10.3, 14.1 Stored Materials 6.2.1, 9.3.2, 10.2.1.2, 14,2.4, 11.4.1.4 Subcontractor, Definition of 5.1.1 SUBCONTRACTORS 5 a[,��11937, 1951, 195er8, 1961,] �1 X963, 19661 1970, 1976, 1987, 1997 and 2007 by The American 11 IZ513 LULU %J1 r►J 1..111LG1.L0. "I J JH11L.k 11=r.7G1 V 6L1. r3 A'%l 11111'4%0. 1 111 Q, rtlJ"'4 "%JClirTier-It IS pr�teCt d t/..3. CapyCig#�t LAW and International Treaties. Unauthorized reproduction or distribution of this JJA? Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlAsoftware at 09:39.44 on 05/12/2010 under Order No.8476578680_1 which expires ors 51412011, and is not for resale. U �7E5324378� User Notes: fA Termination of the Contractor 14.2.2 TERMINATION OR SUSPENSION OF THE CONTRACT 14 Tests and Inspections 3.1.32 3.3.33, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.15 10.3.2, 11.4.1.1, 12.2.1,13.5 TEME S Time, Delays and Extensions of 3.2.45 3.7.49, 5.2.37 7.2.1, 7.3.1, 7.4.1, 5.33, 9.5.X, 9.7.1, 10.3.25 10.4.X, 14.3.2, 15.1.5, 15.2.5 Time Limits 2.1.21 2.272.43,3.2.2}3.10, 3.11 ,3.12.5, 3.15.11 4.2, 4.4] 4.5, 5.29 5.37 5.4, 6.2.45, 7.3, 7.4, 8.219.2.j 9.3.15 9.3.35 9.4.1, 9.5} 9.679.7,9.879.99,9.10, 11.1.3, 11.4.1.55 1 X.4.6, 11.4.10, 12.27 13.57 13.73 14, 15.1.23 15.4 Time Limits on Claims 3.7.4, 10.2.83,13.71 15.1.2 Title to Work 9.3.2, 9.3.3 Transmission of Data in Digital Farm 1,6 UNCOVERING AND CORRECTION OF WORK 12 Uncovering of work 12.1 Unforeseen Conditions, Concealed or Unknown 3.7.4, $3.1, 10.3 Unit Prices 7.3.3.2, 7.3.4 Use of Documents 1.1.12 1.55 2.2.5, 3.12.6} 5.3 Use of Site 3.13, 6.1.1, 6.2.1 Values, Schedule of 9.2-o9.3.1 Waiver of Claims by the Architect 13.4.2 Waiver of Claims by the Contractor 9.10.5, 11.4.7, 13.4.2, 15.1.6 Waiver of Claims by the Owner 9.9.319.10.3, 9.10.47 11.4.3, 11.4.5, 11.4.71,12.2.2.1; 13.4.2114.2.4, 15.1.6 Waiver of Consequential Damages 14.2.47 15.1.6 Waiver of Liens 9.102, 9.10.4 Waivers of Subrogation 6.1.1, 11.4.5, 11..3.7 Warranty 3.51 4.2.9, 9.3.3, 9.8.4, 9.9.119-10.45 12.2.2, 13.7.1 Weather Delays 15.1.5.2 19251 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American [[I,zslltum U1 n[i'l ll4GL.[�. PUN 11VIN►a [7`..71.1 YGU. ti>rrtil M +AUILi. I IIf7 rur %,%AEA @1�1# i$ �]raf=CX$d h]I �.�. ei4p]fi'i[��7t Law end in'�ernatlf?f'1ai Treaties. Unauthorized reproduction or distribution of this Me Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AEA 'Software at 09.39:44 on 05112J2010 under Order No_8476578680�1 which expires are 5/412011, and is not for resale. U 7G5324875� User Notes: 8 1 1 L j Written Notice 2.37 2.4, 3.3.1, 3.9, 3.119, 3.12.1 O, 5.2.13, 5.2.2, 9.7, 9.10,10.2.2,10.3,11 .1.3,11.4.6,12.2.2,12.2.4,13.3, 14, 15.4.1 Written Orders 23, 19, 7, 5.2.29 11.4.9, 12.11, 12.2, 13.5.2, 14.3.1, 15.1.2 AIA Document 01 VA-2007., Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1563, 1966, 1970, 1978, 1957, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This Ale document is protected by U.S. Copyright Law and International Treaties. Unauthorized 9 reproduction or distribution of this A] 0 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the rnaximurn extent possible under tha law. This document was produced by AIA software at 09:39:44 on 0511212010 under Order No. 8476578680_1 which expires on 51412011, and is not for resale. (6532437$) User motes: Work, Definition of 1.1,3 ritten Consent 1.5.2, 14.21 3.7.45 3.12.83, 3.14.22 4.1.21 9.3.2, 9.8.5, 9.9.1119.10.25 9.1 0.3, 11.4.1, 13.27 13.4.2, 15.4.4.2 Written Interpretations :. 4.2.11 °, 4.2.12 ms msmsmms- ms mm mon m. mm. ms ms mm ms ms ms ms mm- mm— Written Notice 2.37 2.4, 3.3.1, 3.9, 3.119, 3.12.1 O, 5.2.13, 5.2.2, 9.7, 9.10,10.2.2,10.3,11 .1.3,11.4.6,12.2.2,12.2.4,13.3, 14, 15.4.1 Written Orders 23, 19, 7, 5.2.29 11.4.9, 12.11, 12.2, 13.5.2, 14.3.1, 15.1.2 AIA Document 01 VA-2007., Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1563, 1966, 1970, 1978, 1957, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This Ale document is protected by U.S. Copyright Law and International Treaties. Unauthorized 9 reproduction or distribution of this A] 0 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the rnaximurn extent possible under tha law. This document was produced by AIA software at 09:39:44 on 0511212010 under Order No. 8476578680_1 which expires on 51412011, and is not for resale. (6532437$) User motes: l� J ARTICLE 1 GENERAL PROVISIONS .1.1 BASIC DEFINITIONS § 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents are enumerated in the Agreement between the Owner and Contractor (hereinafter the Agreement) and consist of the Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of the Contract, other documents listed in sm the Agreement and Modifications issued after execution of the Contract. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive or a written order for a minor change ain the Work issued by the Architect. Unless specifically enumerated in the Agreement, the . instructions to Bidders sample fauns, ............. ... . aritract ocurnents 0 riot include e advertisement or to , P . _: other inforrnati`on furnished by the Owner in anticipation of receiving bids or proposals, the Contractors i or E. proposal, or':':' t�rtions:, o Addenda relating to bidding requirements. ....:.....:.. .. ms -The Contract. D c rents form the Contract for Construction. ''he Contract represents the entire an integrated . _ . ........ .agreement. be een:' the : artier _ hereto and supersedes nor ne otiations, representations or agreements, either written p F :' or oral: The Contract rrray he' amended or modified only by a Modification. The Contract Documents s not e constariu�ed to careate `A eontractuax relationshi of an kind (l) between the Contractor and the Architect or the mon ms msm Architect s consultant }: lt�vween the Owner and a Subcontractor or a Sub - subcontractor, green e caner ms and the `Architect o' r the _Architect's consultants or (4) between any persons or entities other than the Owner and the soms-on ..... .:.. ms orit...... :The` Architect's a11; however, be entitled to performance and enforcement of obligations under the mmsmssm.: on. ms. msmms Cbritract intended t facilitate erforrr>Eance of the Architect's duties. :. ..... ....... . e: terra W V °mean: the construction and services required by the Contract Documents, whether completed or - ..:::.::.:::::. pa .., :com leived and includes all other labor, materials, equipment and services provided or to be provided y the :. Contractor to fulfill the on actor's obligations. The Vor may constitute the whole or a part o e ojeci. § 1: A THE PROJECT ..-mommosommommon-s Tie Pr,iect is:the total construction of which the Work performed under the Contract Documents may be the whole :..... . r: or a part and which may include construction by the Owner and by separate contractors. ms ms mon ms §.1..x.5 THE DRAWINGS: °The Dravin s are the g a hic arid' p icto portions of the Contract Documents showing a design, location an .. .... ... .. . dinr>iensionis -Qf the. Work: genera including plans} elevations, sections, etas s, schedules and diagrarns. 1.1.6 THE SPECIFICATIONS:::.: Tli ec fic :bons are that ' o�rt�ari of the Contract Documents consisting of the written requirements or materials, P ... -- l?: g q equip rxent; items; standards and �rorkmanship for the Work, and performance o related services. §:1 il 1.7 INSTRUM ENT S.OF SERVICE Instruments bf Service :are representations, in any medium of expression now known or later developed, of the tangible and intangible careati.ve. work performed by the Architect and the Architect's consultants under their : respective professional services agreements. Instruments of Service may include, without limitation, studies, surveys, models; sketches, drawings, specifications, and other similar materials. 1.1.8 INITIAL DECISION MAKER The Initial Decision Maker is the person identified in the Agreement to render initial decisions on Claims in accordance with Section 15.2 and certify termination of the Agreement under Section 14.2.2. 1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS 'x.2.1 The inient of the Contract Docuarne -nts is to include all items necessary for the proper execution and cornpletion.of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results. AIA Document A20l Im , 2047. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1958, 1970, 1 976, 1967, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This AIA* Document is protected by U.s. Copyright Law and international Treaties. Unauthorized 10 reproduction or distribution of this AJe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AEA software at 09:39.44 on 0511212010 under Order No.8476578880�1 which e�pires on 51412011, and is not for resale. User dotes; {7 5324378) 1.2.2 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the work among Subcontractors or in establishing the extent of work to be performed by any trade. 1.2.3 Unless otherwise stated in the Contract Documents, words that have well -known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. 1.3 CAPITALIZATION Terns capitalized in these General Conditions include those that are (1) specifically defined, (2) the titles of numbered articles or (3) the titles of other documents published by the ,American Institute of Architects. ms moss.. ms ms : 1 1N`rERPRETATION = :7-mosomms -7 Ii the interest` of brevity the Contract Documents frequently omit modifying words such as 'call" and "any" and articles such a ,the aid: an, but the fact that a modifier or an article is absent from one statement and appears in another is not intended ti affdet the interpretation o either statement. ............ .. -.1.5 OWNERSHIP AND USE 0-F- DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SE RVICE ..... . "1.5.'I :The:Areh:tect an d` "Architect's consultants shall be deemed the authors an owners o their respective . .............. ....... ms Instruments of Service;: including the Drawings and Specifications, and will retain cvminon aver, statutory an other reserved rz ht s- inc ud ng copyrights. The Contractor, Subcontractors, Sub- subcontractors, and material or ms et uiprrteht sup licr ::si al not own or claim a copyright in the instruments of Service. Submittal or distribution to meet offici a r ulator ire uirements or for other uses in connection with this Project is not to construe as g q.:....: -:- P ublication' in dery -anon of irhe Architect's or A.rchitect's consultants reserved rights. .:.:.:.....:::: mo—son.sm. . ......... . . .. .... .... -- ... -- . . . .... ......... .... .. . '1.5.2: The Contractors .ubcrttractors, Sub - subcontractors and material or equipment suppliers are authorized to use :: and reproduce the Ir stiru ients:of Service provided to them solely and exclusively for execution o e or . All . op><es made under this authoration shall bear the copyright Notice, if any, shown on the Instruments of ervice. The. Contractor; ° Subcontractors, Sub - subcontractors, and material or equipment suppliers may no use e .. .... .... Instri nerit fService` on''atb projects or for additions to this Project outside the scope of the Work without the .................. -- .................. - ........... .... s ecxfie Mitten cnsezt of e Owner, Architect and the Architect's consultants. ms. ms. :. :. ....:::..:.::.......:... . § .1.G TRANSMISSION: OF DATA IN DIGITAL FORM ..:....::.:....: . If the parties l i d tQ tra zsrnit n tru r eats of Service or any other information or documentation in digital orrn, their shall endeavor to establish: necessary protocols governing such transmissions, unless otherwise already ... . ... .... mono: Provided :. & cement of the � on ac Documents. m—.. ARTICLE 2. OWNER 2,1 'GENERAL 2. 1.1 `fie Ov er is. the person or envy identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Owner shall designate in writing a representative who shall ave e presms authority to bind the. Owner with respect to all matters requiring the Owner's approval or authorization. Except as otherwise provided in Section 4.2.1, the Architect does not have such authority. The term "Owner" means the Owner or the Owx er "s: authorized representative. § 2.1.2 The Owner shall furnish to the Contractor within fifteen days after receipt of a written request, information give notice of or enforce mechanic's lien ri ts. Such necessary and relevant for the contractor to evaluate, g' g :.:............ information shall: include a correct statement of the record legal title to the property on which the Project is located, ms usually referred to as the site, and the Owner's interest therein. 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER .24A. Prior .to commencement of the work, the Contractor may request in writing that the Owner provide reasonable evidence that the Owner has made financial arrangements to fulfill the Owner's obligations under the Contract. Thereafter, the Contractor may only request such evidence if (1) the Owner fails to make payments to the Contractor as the Contract Documents require; (2) a change in the work materially changes the Contract Sun; or (3) the Contractor identifies in writing a reasonable concern regarding the Owner's ability to make payment when due. The Owner shall furnish such evidence as a condition precedent to commencement air continuation of the work or ►4lA Document A20I Tm — 2007. Copyright @ 1911 1915 1918 1925 1937 1951 1958 1961 19 1968 1970 1975 1987 1997 and 2097 by The American Init. Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized re p reduction or distribution of this A e Document or any partlon of it, may result in severe civil and c rim ina[ penalties, and will be prosecuted to the maximum extent passible under the laver. This document was produced by AIAsoftware at 99:39:44 on 05112/20 10 under Order No. 84765786801 which expires on 5 #412911, and is not for resale. User Notes: 758278� the portion of the Work affected by a material change. After the Owner furnishes the evidence, the Owner shall not materially vary such financial arrangements without prior -notice to the Contractor. 2.2.2 Except for permits and fees that are the responsibility of the Contractor under the Contract Documents, including those required under Section 3.7.1, the Owner shall secure and pay for necessary approvals, easements, assessments and charges required for construction, use or occupancy of permanent structures or for permanent c . anges in existing facilities. 2.23 The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations for th6:site of the' Project, :and a legal description of the site. The Contractor shall be entitled to rely on the accuracy of sms information. furnished by the Owner but shall exercise proper precautions relating to the safe performance of e ..Work. s. 2.2.4 The Owner shall f rnisb information or services required of the Owner by the Contract Documents with reasonable prornptness :The_ Owner shall also furrdsh any other information or services under the Owner's control and relevant to the C6ntractor' performance of the Work with reasonable promptness after receiving the Contractor'svrittn r uest for such information or services. 2 Unless. otherwise provided in the Contract Documents, the Owner shall furnish to the Contractor one copy of No Contract � ocu tints° fv�r purposes of making reproductions pursuant to Section ms. .. :::...... ms 2.3.OWNEk M HT ESTOP THE WORK ms If the Contractor fails: correct Work that is not in accordance with the requirements of the Contract Documents as requked by Sectxou _ 12: or repeatedly fails to carry out Work in accordance with the Contract Documents, e ... ::..::::........... .. . ms _ :owner may issue a. written ;order to the Contractor to stop the Work, or any portion thereof, unto a cause or suc :.:::: ......... ..: : Y ::::'order has: been eliminated'; how ver, the right of the Owner to stop the Work shall not give rise to a uty on a part 'of the. Amer to''' xercise thl'rht for the benefit of the Contractor or any other person. or entity, except to the extent sms: ......:.:.. m. moms ::re uir 'b: tic.: oh .: '�. ' - :: . .. § 2 :4.OWNER'S RIGHT. TO' CARRY OUT THE WORK . . somm—m- ........... :. I f thentractor defaults: or neglects to carry out the work in accordance with the Contract Documents an fails within a ten- da'�riaftr receipt of ,written notice from the Owner to commence and continue correction o such som. default or 66&01 :v the d�Xig ce aril rotxi mess, the Owner ma without prejudice to other remedies a Owner ms p p may, A J ::. may have correct su d n such east an a r o riate Change Order shall be issued a uc in from paymezxts tl ens; or :t ier after.due the' Contractor the reasonable cost of correcting such deficiencies, including g owner's experts` and;'corripensativn for the Architect's additional services made necessary y such default, neglect or failure; Such action by the . Qie' and amounts charged to the Contractor are both subject to prior a rova o e ....... ... ...:.... Arch test if payments the or t eireafter due the Contractor are not sufficient to corer such amounts, a Contractor shall the to . wnor. ARTICLE 3 C 0NTRACT0R .- : . 3.1 GENERAL § 3a1.'l The Contractor is the person or entity identified as such in the Agreement and is referred to throughout the Contract Dacttments a if singular in nurr�ber. The Contractor shall be lawfully licensed, if re quix in e urisdxcta vn where the Prviect is located. The Contractor shall designate in vomiting a representative who shall have express authority to -bind the Contractor with respect to all matters under this Contract. The term "Contractor" means the Contracf6r or.t e Contractor's authorized representative. § .3.1.2.'Th.e Contractor shall perform the Work in accordance with the Contract Documents. 3.1.3 The Contractor shall not be relieved of obligations to perform the Work in accordance with the Contract Documents either by activities or duties of the Architect in the Architect's administration of the Contract, or by tests, inspections or approvals required or performed by persons or entities other than the Contractor. AIA Document A201 -1m — 2007. Copyright C 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963,1966, 1970, 1976, 1987, 1997 and 2007 by The American nit. Institute of Architects. All rights reserved. WARNING: This Ale Document is:protected by U.S. Copyright Law and International Treaties. Unauthorized 1 reproduction or distribution of this AIA8 Document, or any portion of it, many result in severe civil and criminal penalties, and will be prosecuted to the maxaMUM extent possible under the law. This document was produced by AI A, software at 99:39:44 ors 0511212010 under Order No.84765 786801 which expires an 51412011, and is not for resale. User Dotes: (765324378) J § 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR 321 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become generally faarD iliar with local conditions under which. the Work is to be performed and correlated personal observations with requirements of the Contract Documents. § 3.2.2 Because the Contract Documents' are complementary, the Contractor shall, befv�-e starting each portion of the Worl: carefully study and compare the various Contract Documents relative to that portion of the Work, as well as = the information furnished by the owner pursuant to Section 2.2.3, shall take field measurements of any existing conditions related to that portion of the Work, and shall observe any conditions at the site affecting it. These obligations for- th e purpose of facilitating coordination and construction by the Contractor and are not for the purpose of di eoverm errors, omissions, or inconsistencies iin the Contract Documents; however, the oniractor :.:_shall prorriptly report to the Architect any errors, inconsistencies or omissions discovered by or made known to e :otractor a a request foF information in such form as the Architect may require. It is recognised that the Contractor's, revie is made in the Contractor's capacity as a contractor and not as a licensed design professional, finless otliery ise spec. ifk all rovided in the Contract Documents. 3.2.3::'The oz�tra�� tor. is uo� required to ascertain that the Contract Documents are in accordance with app ica e Xau; .satires, orclarrccs; cedes, rules and regulations, or lawful orders of public authorities, but the Contractor ms shah rom tl r : ort to the Architect an nonconformity discovered b or made known to the Contractor as a :.:..:.... reques, for inf6iriz�iatxvn such farm as the Architect may require. 3 - :2.4 If the Cant�ractor bclxeves that additional cast or time is involved because of clarifications or instructions tl e .. .... . Architect issues an res ,onse.ty the Contractor's notices or requests for information pursuant to Sections 3.2.2 or .:::::.... 3:.2:3} the Contractor: shall fade Claims as provided in Article 15. If the Contractor fails to perform e obligations .... of Sections 3.2 or 3 :21: the Contractor shall pay such costs. and damages to a Owner as would have been ..: ...:....:......: avoided; the Contractor had performed such obligations. If the Contractor performs those obligations, the Contractor_ shall:n6t be liable to the Owner or Architect for damages resulting from errors, inconsistencies or nx�is l u in the oiitra . l] u rents, for differences between field measurements or conditions and the Contract =- - : Loeurtats for- aozcor�forrnities of the Contract Documents to applicable laves, statutes, ordinances, codes, rules ............. : and regulations; amid:lafi�l orders of public authorities. sm 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES ms 3.3.'1 The Contractor shall sir r. Vnse aril direct the Work, using the Contractor "s best skill and attention. e C ntracto�r shall be sole! res onsYble' for and have control over, construction means} me s, tec ques, sequences. and procedures antd'foir coordinating all portions of the Work under a Contract, unless a Contract Documents: give: other specific instructions concerning these mattets. If the Contract Documents give specific instructions conce rring constr on means, methods, techniques, sequences or procedures, the Contractor shall evaluate. the jobsite safety, th'Cre6f:a d :except as stated below, shall be fully and solely responsible for the jobsite ms ::safet of sueh.mean , methods, techniques, sequences or procedures. If the Contractor determines at such means, ........... Methods, techniques, sequences or procedures may not be safe, the Contractor shall give timely written notice to the 0mvwmer and Architect and :shall not proceed with that portion of the Work without further written instructions from the Architect. If the Contractor is. then instructed to proceed with the required means, methods, techniques, sequences or procedures without acceptance of changes proposed by the Contractor, the Owner shall be solely responsible far any Ions or damage arising solely from those owner- required means, methods, techniques, sequences or procedures: § 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons or entities performing portions of the Work for, or on behalf of, the Contractor or any of its Subcontractors. 3.3.3 fhe Contractor shall be responsible for inspection of portions of Work already performed to deterrnrine that such portions are m proper condition to receive subsequent Work. 3.4 LABOR AND MATERIALS § 3.4.1 Unless otherwise provided in the Contract Documents, dae Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other AtA Document A201 TM— 2007. Copyright 0 1911, 1915, 1913, 1925, 1907, 1951, 1955, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American [nit, Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 13 reproduction or distribution of this Ale Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlAsoftwa.re at 09:39:44 on 4511212010 under Order No_8476578680�1 which expires on 514/2011, and Is not for resale. U 7fi 324378) User Notes: facilities and services necessary for proper execution and completion of the work, whether temporary or permanent and. whether or not incorporated or to be incorporated in the work. ..3.4 2 Except in the case of minor changes in the work authorized by the Architect in accordance with Sections 3:.12. `or 7.4, the Contractor may male substitutions only with the consent of the Owner, after evaluation by the Architect and in accordance with a Change Order or Construction Change Directive. 3A L3 The Contractor shall enforce strict discipline and goad order among the Contractor's employees and other persons carrying out the work. The Contractor shall not permit employment of unfit persons or persons not properly sIdUed in tasks assigned to them. 3.5 WARRANTY The Contractor rarrants to the Owner and Architect at materials an equipment furnished under a Contract will c bf ood ualxr an new unless the Contract Documents re uire or ermit otherwise. The Contractor further g :... warrants that th:e :W1 con to the requirements of the Contract Documents and will free oxn defects,, - e cept �f6r: t�.bse h ereni in the quality of the work the Contract Documents require or perrxut. Work mate rx s, or e uipxr ent.not conforming to these requirements may be considered defective. The Contractor's warranty excludes rxxed far daxria' 'or d "feet caused by abuse, alterations toe work not executed by the Contractor, improper or g. :....:.... :.......:.....::.:..:... :.t:::::::: insuffic ent mam enance =: rn _ro er operation, eration, or normal wear and tear and norm usage. require y the .......:�. F: p .... .... Architect; the: ontratarshall furnish satisfactory evidence as to the kind and quality of materials and equipment. E. ....:........:. :..:.. . mon sm. 16. TAXES:..::... The Cvritratvr ill pad sies:onsumer, use and similar taxes far tlae work provided by the Contractor at are Tegall enacted vlen i?d are received or negotiations concluded, whether or not yet effective or merely scheduled :. to g xrita a ect § 3.7 PERMITS,,:FEE NOTICES . AND C�I�IIP�IAN 3.7' 1:-Unless othelrwise provided M the Contract Docu�aex�ts, the Contractor shall secure an pay for a building : ermas a. fOih6t' p ernuts, fees, licenses, and inspections by agencies necessary or roper e cpt ori: and cari— et ion: of the work that are customarily secured after execution o e Contract and legally �requed at the time bids are received or negotiations concluded. :.. ....................:: : -. The Contractor ilia!! comp 1 u{it .and give notices required b applicable laws, statutes, or inances, codes, rules and regulatio�as7 and lawful` orc ers_of public authorities applicable to performance o the Work. . :.... ' ....::..........: : 3.7.3 If the. Contractor crforms work knowing it to be contrary to a licable laws, statutes, ordinances, codes, rules=: and :regulations, or lawfal .ordot's.o p ublic authorities, the Contractor shall assume a ro riate res onsl ity ...................... for uch:.woark and shall bear �th cysts attributable to correction. ::.. ms 3.704 Concealed or Unknown Conditions. If the Contractor encounters conditions at the site that are (1) subs'Offace or..otberwi:sc concealed physical conditions that differ materially from those indicated in the Contract Documents or (2} unknown p� sxcal conditions of an unusual nature, that differ materially from those ordinarily found to exist and generally: recognized as inberent in construction activities of the character provided for in the Contract Documents, the Contractor shall promptly provide notice to the Owner and the Architect before conditions are disturb6 :arid in event later than 21 days after first obsetvance of the conditions, The Architect will promptly investigate sudh:conditions and, if the Architect determines that the differ materia an cause an crease or decrease in the Contractor's cost of, or time required for, performance of any part of the work, will recommend an equitable adjustment in the Contract Sum ox Contract Time, or bath. If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms. of the Contract is justified, the Architect shall promptly notify the Owner and Contractor in writing, stating the reasons. If either party disputes the Architect's determination or recommendation, that party may proceed as provided in Article 15. 3.7.5 If, in the course of the Work, the Contractor encounters human .remains ar recognizes the existence of burial markers, archaeological sites or wetlands not indicated in the Contract Documents, the Contractor shall immediately suspend any operations that would affect them and sbal.l notify the Owner and Architect. Upon receipt of such notice, the Owner shall promptly take any action necessary to obtain govermmental authorization required to resume AIA Document A201 zM — 2007. Copyright 0 1911 1 915 191 B 1925 1931 1951 1958 1 961 1963 1 986 1970 1976 198 1997 and 2007 by The American Init. Institute of Architects. Ali rights reserved. WARN ING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 14 reproduction or distribution of this AIA� Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the lave. This document was produced by AIA software at 09:39:44 on 05 #1212010 under Order No.8476578680_1 which expires on 514/2011, and is net for resale. User Notes: 785324378 .—mon. ms ms ms ms msm the operations. The Contractor shall continue to suspend such operations until otherwise instructed by the Owner but shall continue with all other operations that do not affect those remains or features. Requests for adjustments in the Contract Sum and Contract Time arising from the existence of such remains or features may be made as provided in Article 15. 3.8 ALLOWANCE$ V 3.$.1 The Contractor shall include in the Contract Suns all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct, but the Contractor shall not be required to employ persons or entities to wham the Contractor has reasonable objection. 3.8.2 Unless otherwise. provided in the Contract Documents, allowances shall cover the cast to the Contractor of materials and equipment delivered at the site and all requied taxes, less applicable trade discounts .2.:. Contractor's- costs for unloading and handling at the site, labor, installation casts, overhead, profit and otr: epeu a :: contemplated for stated allowance amounts shall be included in the Contract Sun but not m the alloo:ances; and .3 whenever costs are more than or less than allowances, the Contract Sum shall be adjusted accordingly by Qhan e Order. The amount of the Change Order shall reflect (1) the difference between actual cols and the aHowances under Section 3.8'.2.1 and (2) changes in Contractor's casts under Section ms m 3.8.3 Materials` `arhd equipmer t'u; nder an allowance shall be selected by the Owner with reasonable promptness. 3.9;_ SUPERINTENDENT.' 3.9.' 'Theontrictor: °shall erriploy a competent superintendent and necessary assistants who shall be in attendance ........... ......... . :. at the ) ra eet site:: during performance of the work. The superintendent shall represent the Contractor, an co xnun. cations given..to tf a :superintendent shall be as binding as if given to the Contractor. ms 1902 rMe Contractor} :as soon as practicable after award of the Contract, shall furnish in writing to the Owner d rough: the Architect the name proposed superintendent. and qualifications of a The Architect may reply within 14 . . .. Via... _ to the Cotactt` irk' `writing stating: (1) whether the Owner or the Architect has reasonable abjection to e r .`used sup erm .endent or 2 that th.e Architect requires additional time to review. Failure of the Architect to reply p rithm the 14 day period shall coristitutc notice of no reasonable abjection. ms °3,9.3 'The Cortractor: shall not employ a proposed superintendent to whom the Owner or Architect has made reasonable and ri e1y abject o The: Contractor shall not change the superintendent without e Owner's consent, which shall not . unreasonably be; itht e.ld or delayed. §. 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES 3.1 4 The Contractor }° promptly after being awarded the Conitract, shall prepare and submit for the Owner's and Architect's information- a Contractor's construction schedule for the work. The schedule shall not exceed time limits current under the Contract nocuments, shall be revised at appropriate intervals as required by the conditions of the Work and Projet; shall be related to the entire Project to the extent required by the Contract Documents, and shall Provide. for geditious and practicable execution of the work. 3.10..E The Contractor, shall prepare a submittal schedule, promptly after being awarded the Contract and thereafter as necessary to maintain a current submittal schedule, and shall submit the schedule(s) for the Architect's approval. The Architect's approval shall not unreasonably be delayed or withheld. The submittal schedule shall (1) be coordinated with' the Contractor's construction schedule, and (2) allow the Architect reasonable time to review submittals. If the Contractor fails to submit a submittal schedule, the Contractor shall not be entitled to any increase in Contract Sum' or extension of Contract Time based on the time required for review of submittals. § 3.1 0.3 The Contractor shall perform the work in general accordance with the most recent schedules submitted to the Owner and Architect. AIA Document A201 TM— 2007. Copyright @ 1911 1915 1918 1925 1937 1951 1955 1961 1963 1966 1970 1976 1987 1997 and 2007 by The American [nit. Institute of Architects, All rights reserved. WARNING: This Ale Document is protected by D.S. Copyright Law and International Treaties. Unauthorized 15 P re roduction or distribution of this AIA7 Document, or any portion of it, may result in severe.civil and criminal penalties, and will be prosecuted to the maArnurn extent passible under the Iaw. This docurnent was produced by A 1 software at 09:39:44 on 0511 2!2010 under Order No. 8476578680_1 which expires on 514/2011, and is not for resale. U (76532437$} User Notes 3.1 1 DOCUMENTS AND SAMPLES AT THE SITE The Contractor shall maintain at the site for the Owner one copy of the Drawings, Specifications, Addenda, Change Oi tiers and other Modifications, in good order and marked currently to indicate field changes and selections made during construction, and one copy of approved Shop Drawings, Product Data, Samples and similar required submttals. These shall be available to the Architect and shall be delivered to the Architect for submittal to the Owner upon completion of the work as a record of the work as constructed. 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Fork by the ontractor oz' a Subcai�i racto�r, Sub - subcontractor, manufacturer, supplier or distributor to illustrate some portion of 3.1 2.2 Produet Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other info atibh fuirxxiished by the Contractor to illustrate materials or equipment for some portion of the work. :...:.:..:: 3.x .3 Sam les are h srcai :e arri les that illustrate )materials, equipment or wor ans i an establish standards F. .. .. . .... ... .. P. Y P `Whic h. e. or ed. . .. § 3;12;45110p: I r in �: Product Data, Samples and similar submittals are not Contract Documents. Their purpose is : to d:eiroi strate the' wayY which the Contractor proposes to conform to the information given an a design exressd in e :Contract Documents for those portions o the or or which e antra Documents r:: uire subrnid9s R&6'':' b : th' Architect is subject to the limitations of Section ornnation submittals ipori hih the4rchitect is irit `expected to take responsive action may be so identified in the Contract Documents. -Submittals that' are not required' by the Contract Documents may be returned by the Architect out action. ms 3,12.6-The Cone a t r: all review for compliance with the Contract Documents, approve and submit to e .:. ...... . t c� Sho Draivw n s,:Arch Product Data, Samples and similar submittals required bar the Contract Documents in accoirdace':v�ritk sur'irta :schedule approved b the Architect or, in the absence of an approved submittal .. ... : schedule:::: with real able rom mess and in such s uence as to cause no dela in the war or in a activities o .....: A P y e . wher. or Q : separate contractors. .. ::::...:::....:...:.:..:::.:..: 3* 12.6: B y suhrrlittin : shop Drawings,: Product Data, Samples and similar submittal s, the Contractor represents to .:....::.:.:::::.::.....:.:.: . ..:...::: .:..:.... . the owner an hit that the Contractor has (1) reviewed and approved them, etermin an verified --son..m.- : .. .::::..:..:.......::: ma em ass f eld measurements and field : construction criteria related thereto, or will do so and (3) checked and ::- coordinated- the information contained within such submittals with the requirements of the Work and of e Contract ocurnents': § 3.11T Tb e:' Contractor shall p for no portion of the Fork for which the Contract Documents require submittal .......... and review :'of Sho Drawings-: P oc ct Data, Samples or similar submittals anti e respective submittal as been P. g a rove e c �tect. PP : y § 3.12.8 The Work shall be in accordance with approved submittals except that the Contractor shall not be relieved of responsibility for deviations frorri requirements of the Contract Documents by the ,Architect's approval of Shop i]arawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed e Architect itz writing of such deviation at the time of submittal and (1) the Architect has given written approval to the specific deviation as a minor change in the work, or (2) a Change Order or Construction Change Directive has been issued authorizing the deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or similar submittals by the Architect's approval thereof. 3.1 2.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, aaix�ples or similar submittals, to revisions other than those requested by the Architect on previous submittals. In the absence of such written notice, the Architect's approval of a resubrni.ssion shall not apply to such revisions. 3.12.10 The Contractor shall not be required to provide professional services that constitute the practice of architecture or engineering unless such services are specifically required by the Contract Documents for a portion of the Work or unless the Contractor needs to provide such serviaes in order to carry out the Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. The Contractor shall not be AIA Document A201 TIA — 2007. Copyright (9 1911 1915 1918 1925 1937 1951 1958 1961 1963 1966 197b 1976 1987 1997 and 2907 by The American knit. Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. copyright Law and International Treaties. Unauthorized 16 l� re roduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum, extent possible under the law. This document was produced by AINsoftware at 09:39 :44- on 05!1212010 under Order Na_8476578680�1 which expires on 51412311, and is not for resale. U �785324378j User Notes: required to provide professional services in violation of applicable law. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of the Contractor by the Contract Documents, the owner and the Architect will specify all performance and design criteria that such services must satisfy. The Contractor shall cause such services or certifications to be provided by a properly licensed design professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other subrrdttals prepared by such professional. Shop Drawings and other submittals related to the work designed or certified by such professional, if prepared by others, shall bear Much professional's written approval when submitted to the Architect. The Owner and the Architect shall be entitled to ]rely upon the adequacy, accuracy and completeness of the services, certifications and approvals performed or r9vided b such desi rofessionals, provided the Owner and Architect have specified to the Contractor all isms P. y. . P P performance and design.criteria. that such services must satisfy. Pursuant to this Section the Architect will review, approve or take Other appropriate action. on submittals only for the limited purpose of checking for - conformante: with information given and the design concept expressed in the Contract Documents.. The Contractor shall not be res. ons ble. far the ad uae of the erform ce and design criteria specified Mn the Contract P Y P P ocurnents 5 13.. U .SE. �F SITE .... ........ . ..The Contractor : sha11: cone operations at the site to areas permitted by applicable laws, statutes, ordinances, codes, rules. and:regu1. d-6 s, ai d laNiAl orders of public authorities a the Contract Documents an shall not unreasonably encumb r the site nth 'nmaterWs or equipment. 3.14 CUTTING AND PATCHING,,. 3.14,1:'I'l�e oa�tra � r sh��l:1�e responsible for cutting, fitting or patching required to complete the Work or to make its arts ft to e.:t::h. !:e:.x .: I All areas requiring cuttin g} fitting and patching shall be restored to a condition - e istin rior:to the cu. : atin and patching, unless otherwise required b the Contract Documents gp - § .14. T1 e Contractor shah n damage or endanger a portion of the work or fully or partaaJly completed construction of the Owner or separate contractors by cutting, patching or otherwise altering sucb construction, or by exavatin: The Contractor shall not cut or otherwise alter such construction by the Owner or a separate contractor . . - ex ` `vit rtt consent of the Owner and of such separate contractor; such consent shall not be unreasonably M.M p- withheld. "The Contractor shall not unreasonably withhold from the Owner or a separate contractor the Contractor s ... ..... . consent to cutting off'` vtheacvx e altering: the work. ms 3.1 5 CLEANING UP : . 3,15.1 '�7ie. on ac or shall keep the promises and surrounding area free from accumulation of waste materia s or mon rubbish caused by 04Uans under the Contract. At completion of the Work, the Contractor shall remove waste materials, rubbish;' the Contractor's. tools, construction equipment, machinery and surplus materials frorn and about ms th�e— Project.:;: ms ms . ` a. f the Contractor ails to clean up as provided in the Contract Documents, the Owner may do so and Owner shall be entitled to reimbursement from the Contractor. 3.16 ACCESS TO WORD The Contractar'shall provide the Owner and Architect access to the work in preparation and progress wherever located. § 3.17 ROYALTIES, PATENTS AND COPYRIGHTS The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement of copyrights and patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall hot be responnsible for such defense or loss when a particular design, process or product of a particular z anufaetuzreT or manufacturers is required by the Contract Documents, or where the copyright violations are contained in Drawings, Specifications or other documents prepared by the Owner or Architect. However, if the Contractor has reason to believe that the required design, process or product is an infringement of a copyright or a patent, the Contractor shall be responsible for such loss unless such information is promptly furnished to the Ambitect. AIA Document A201 r" -� 2007. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958,1961!, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Init. Institute of Architects. Aft rights reserved. WARNING: This Al e Document is protected by U S. Copyright Law and International Treaties. UnauthDrized 17 reproduction or distribution of this A e Document, or any portlon of it, may result in severe civil and criminal pan alt ies, and will be prosecuted to the maximum extent passible under the law. This document was produced by AIA software at 09,39:44 on 05/12/2010 under Order No. 84765786801 which expires on 5/412011, and is not for resale, User (7653243 8} ser Notes: § 3.13 INDEMNIFICATION 3,18.1 To the fullest extent permitted by law the Contractor shall indemnify and hold harmless the Owner, Architect, Architect's consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the dark} provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), but only to the extent caused by the ne.glige.nt acts or omissions of the Contractor, a Subcontractor,, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce osier rights or -obligations of indemnity which would otherwise exist as to a party or person described in this Section 3.18. § .3.13,2 In claims against any person or entity indemnified under this Section 3,18 by an employee of the Contractor, a Subcontractor; any nc` directly or indirectly employed by them or anyone for whose acts they may be liable, the ifidemnificatio' n" obligation under Section 3.1 S.1 shall not be limited by a limitation on amount or type o ages} co pensa for. r benefits pa . able by or for the Contractor or a Subcontractor under workers' compensation acts, dYs ability .bene fit 'acts or other' employee benefit acts. ARTICLE 4': ARCHITECT ... . §A.1 GENERAL:..:::::..:. . .. § A.1 The: G rier shall retain an architect lawfully licensed to practice ar ltecture or an entity a y practicing architecture iri they jurisdiction where the Project is located. That person or entity is identified as e Architect in e :. A green ent our d l :referred to throughout the Contract Documents as if singular in number. mss .:.:::...:... 4.1.E Duties; rspnYbiiites and limitations of authority of the Architect as set or in a Contract Documents - n Q� : _, _e :restric �n i ..::: or extended w� out written con sen a caner, Contractor and Are - ms onsen s. a no .; :. e unxeasona i e mms 4 13: :If the;emp oyr t Of the Architect is terminated, tho Dwner shall employ a successor arc test as tawhom tl e.Con actor has: do reasonable. objection and whose status under the Contract Documents shall be that of e i 'hit ec ADMINISTRATION-OF .. ... : ......... :: 4..1 Th Architect "' ill provide':::: rovide: di<ra�aiinislration of the Contract as described in the Contract Documents and will be an 0.::::. ner: representa ve. during con t>ruction until the date the Architect issues the final Certificate For Payment. The° Architect `will Dave authorit to act on behalf of the Owner only to the extent provided in the Contract y y p Documents. -7 ms .: 4.2.2 The Architect dill visit: the: - s to at intervals appropriate to the stage of con struction, or as otherwise agreed :: with the O:aer, to b'ecorne generally faarxaalzar with the progress and quality of the portion of the Work complete and to determine in get'eral, if the Work observed is being performed in a manner indicating that the Work, when fully completed, will be mi accordance with the Contract Documents. However, the Architect will not be required to ma.ke.exhaustive or contiriuou:S.'0ri =site inspections to check the quality or quantity of the Work. The Architect will not have control `over, charge oaf, or responsibility far, the construction means, methods, techniques, sequences or procedures, or for. the safety precautions and programs in connection with the Work, since these are solely the P. y p P �' Contractor's rights and responsibilities under the Contract Documents, except as provided in Section 3.3.1. 1 4.2.3 On the basis of the site visits, the Architect will keep the Owner reasonably informed about the progress and quality of the portion of the Work completed, and report to the Owner (1) known deviations from the Contract Documents arid from the most recent construction schedule submitted by the Contractor, and (2) defects and deficiencies observed in the Work. The Architect will not be- responsible for the Contractor's failure to perform the Work. in accordance with the requirements of the Contract Documents. The Architect will not have control over or charge of and will not be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or any other persons or entities performing portions of the Work. AIA Document A20110— 2007, Copyright O 1911, 1 915, 1918, 1926, 1937, 1951, 1950, 1961, 1968, 1966,1970, 1976, 1987, 1997 and 2007 by The American' [nit. Institute of Architects. All rights reserved. WARDING: This A10 Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 18 reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the rnaxirnum extent possible under the law. This document was produced by A[Asoftwere at 09:39 :44 on 06112/2010 under Order No. 8476578680_1 which expires on 5/412011, and is not for resale, U X765324378) User Dotes: 4.2.4 COMMUNICATIONS FACILITATING CONTRACT ADMINISTRATION Except as otherwise provided in the Contract Documents or when direct conununications have been specially authorized, the Owner and Contractor shall endeavor to communicate with each other through the Architect about matters a_ nsing out of or relating to the Contract. Commimications by and with the Architect's consultants shall be through the Architect. Communications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with separate contractors shall be through the Owner. 4.2.5 Based an the Architect's evaluations of the Contractor - s Applications for Payment, the .Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. - : - 4.16 The Architect has authority to reject work that does not conform to the Contract Documents. `whenever the :.. Architect con 'siders it necessary or advisable, the Architect will have authority to require inspection or testing oft the .... ..... . oak in accordance with 'Sections 13.5.2 and 13.5.3, whether or not such work is fabricated, installed or completed. o" Wever;:neitl er this authority of the Architect nor a decision made in good faith either to exercise or not to ms exercise` Such authOOt shall "give rise to a duty or responsibility of the Architect to the Contractor, Subcontractors, rr.... na1:;' and ui me It su 1i ' their a ents or ern to ees, or other ersons or entities ormin ortlons of e pp e 4.2. .T1�'e Arch t will review and approve, or take other appropriate action. upon, the Contractor's submittals :::. . such :: a Sh 0P.-:1.4m. Drav�in::. ; Pi duct Data and Samples, but only for the lirrdtedd purpose of checking for conformance - g .. wit information gi cn: and Vie_ design concept expressed rr� the Contract Documents. 'The Architect's action will be :.- -. . taken in accordance : the the "submittal schedule approved by the Architect or, in t e a sence v an approve . ......... . mommommosms :6 ttal schedu.1 :: with reasonable promptness while allowing sufficient time in the Architect's profession :. x `ud megt to cr ode u t review. Review of such submittals is not conducted for the purpose of determining the ,..g F:. ,q a and ` - leteies`':of other details such as dimension aril quantities, or for substantiating instructions for accuracy p instal at�or� or crfor arise of e ur anent ors sterns, all of which remain a responsibility o e Contractor as p :::::::::::.::::- r ire, b: the tit a t Do urnents. The Architect's review o the Contractor's submittals shall no relieve e ............. " ` Conti ct r ; of the bbligatio s under Sections 3.3, 3.5 and 3.12. The Architect's review shall not constitute approval of safet .:: r.autioris ox unless otherwise specifically stated by the Architect of any construction means, me s, .:..:.... ec:. .. ' ::.::.:.:.... . .:. . ted n1:dues , scquer ce ar procedures. The Architect's approval of a specific item shall not indicate approval o an ss: assembly''6f which ,_ . e �t . . ............... ..... , .. : em is a component. .... ... 4..$ The Arhitvil prepare_ Chan Orders and Construction Change Directives, and may authorise minor changes in e Work''' as rovided:i Section 7.4. The Architect will investigate and make determinations and ' ....:..... reeornmendations` raiding concealed and unknown conditions as provided in Section 3.7.4. ... ' ...: .:.:::.:. §4.2,9 The Architect will conduct his ections to determine the date or dates of Substantial Completion and the date of final' CO ri�letion; issue Certdficates: of Substantial Completion pursuant to Section 9.8; receive and forward to the ms Owner~, for tide owner's review a' nd:recards, written warranties and related documents required by the Contract an ssembled b� the Contractor pursuant to Section .1 ;and issue a final Certificate for Payment pursuant to Section 9.10. . 4S2.10 If the Owner and Architect agree, the Architect will provide one or more project representatives to assist in .' ...... -. ....:.... .... :. . carrying out the Architect's responsibilities at the site. The duties, responsibilities and limitations of authority of such project representatives shall be as set forth in an exhibit to be incorporated in the Contract Documents. 4.2.11 The Architect will interpret and decide matters concerning performance under, and requirements of, the Contract Documents on written request of either the Owner or Contractor. The Architect's response to such requests will be made in.writing within any time limits agreed upon or otherwise with reasonable promptness. § 4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of, and reasonably inferable from, the Contract Documents and will be in writing or in the form of drawings. when making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not shove partiality to either and will not be liable for results of interpretations or decisions rendered in good faith. 4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. AIA Document A201 TM — 2807. Copyright 0 1911 1915 1918 1925 1937 .1951 1958 19661 1963 1966 1970 1576 1987 1997 and 2007 by The American [nit. Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Lave and International Treaties. Unauthorized 19 reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the # maximum extent possible under the law. This document was produced by AlAsoftware at 89:39:44 on 05 #1212010 under Order No.8476576680_1 which oxpires on 5!412011, and is not for resale, U (765324375} User Notes: 4.2.14 The Architect will review and respond to requests for information about the Contract Documents. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. If appropriate, the Architect will prepare and issue supplemental Drawings and Specifications in response to the requests for infounation. ARTICLE 5 SUBCONTRACTORS :.. 5.1 DEFINITIONS 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site. The term: "Subcontractor" is referred to throughout the Contract Documents as if singular in :.::::... . number and mans a Subc tractor or an authorized representative of the Subcontractor. a term "Subcontractor" sloes not inelude a separate contractor or subcontractors of a separate contractor. ms mon ms 5.x,2 A. Sul ul o tra for is a person or entity who has a direct or indirect contract with a Subcontractor tv erforn portion at the site. The term "Sub - subcontractor" is referred to throughout a Contract ms ocum' ' :::-as: if singular m -pub iinber and means a Sub - subcontractor or an authorize representative o e u su contractor: 5.2 AWARD: F, UBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK 5.2.x: Unless otherwise stated in the Contract Documents or the m requirements, a on actor , as soon as g . .... ......... ... ...... .. aract cable: after a a d,o '_ he C6htract, shall furnish in. writing to the Owner through the Architect the names of PT persons or entities ` ineludin those who are to furnish materials ore ui ment fabricated to a special design) - ...:............ :ro osed for 'each .ri :d al _onion of the Work. The Architect may within l days to the Contractor in p . p p., p ... p...:.. -:... y ":writing st.at g- (1.) :whether theOwner or the Architect has reasonable objection to any such proposed person or :.....::..: .:.. :...:.......... ::entity ar M. that fe Architect requires additional time for review. Failure of the Owner or c test to reply widai the 1::da period sha1.1 titute notice of no reasonable objection. ........ .... .... 50202 'I'iie. Contractor shall: no t: contract with a proposed person or entity to whom the owner or Architect as made p p p reasonable, and t el : objection. The Contractor shall not be required to contract with an y one towhom the Contractor: as. `::: A e :reasaziable objection. ....:..:.:::...:...: p y proposed Y MM ...... . ..... . ...: 5.x.3 If the Orrin` ar chitect has reasonable objection to a person or entit o ose t e Contractor, e :. Contractor shall' propose another to_' hn>iri the owner or Architect as no reasonable objection. a proposed u ms rejected- ubcoa�.tractor was rea onabl capable of performing the Work, the Contract um an Contract Ti s all be increased o `decrea ed by th:e diffearence, if any, occasioned by such change, an an appropriate Change Order ..M. shall be issued before: commencement of the substitute Subcontractor's work. However, no increase in the Contract totract =:Time shall be 'allow d for such change unless the Contractor has acted promptly and responsively m su mltting names as require d'' T. § 5.2.4 The Contractor shall not substitute a Subcontractor, person or entity previously selected if e Owner or Architect makes real nabk .objection to such substitution. § 5.3 SUBCONTRAOTUAL RELATIONS - By appropriate agreement, written where Regally required for validity, the Contractor shall require each Subcontractor; .to the extent of the Work to be performed bar the Su ontractor, to un to e on ac or by .terms of the Contract. Documents, and to assume toward the Contractor all the obligations and responsibilities, including the responsibility for safety of the Subcontractor's Work, which the Contractor, by these Documents, assumes toward the owner and Architect. Each subcontract agreement shall preserve and protect the rights of the - Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub - subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract ageement that may AIA document A201 Tin — 2007. Copyright @ 1911, 1915,1918,1925,1937,1951,1958,1961,1963,1966,1970, 1976 1087 1997 and 2047 by The American lnit. Institute of Architects Ail rights reserved. WARNING: 'This AAA! Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 20 re produ ction or distribution of this A e Document, or an re portion of it, may result i severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the Iaw. This document was produced by AIA software at 09 ;39:44 on 0511212410 under Ordar No. 8476578680�1 which expires on 51412011, and is not fur resale. User Notes: 6534318 be at variance with the Contract Documents. Subcontractors will similarly make copies of applicable portions of such documents available to their respective proposed Sub subcontractors. § 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS 5.4.1 Each subcontract agreement for a portion of the work is assigned by the Contractor to the Owner, provided that = .'I assignment is effective only after termination of the Contract by the Owner for cause pursuant to Section I4 -2 and only for those subcontract agreements that the Owner accepts by notifying the Subcontractor and Contractor in writing; and ms .2 assignment is subject to the prior rights of the surety, if any, obligaed under bond relating to the on Ct ms E. .When the Owner accepts: the assignment of a subcontract agreement, the Owner assumes the Contractor' rights and ob igationg wider the subcontract. ::.- ....::.. § 5.4.2 UPoh' such: assignment, if the Fork has been suspended for more than 30 days, the Subcontractor's compensa on shat be' equitably adjusted for increases in cost resulting from the suspension. ms 9 5,x.3 Upon s tc : asst ent :to e owner under this Section 5.4. the Owner may further assign the subcontract to a successor contractor o °other entity. if the Owner assigns the subcontract to a successor contractor or other en , the net ha11 neverth61e remam legally responsible for all of the successor contractor s obligations un er e .. ......... . .......... subcontract. ARTICLE CONSTRUCTION: BY OWNER OR BY SEPARATE CONTRACTOR .. . ... .. 5.�:: OWN f lOH " T ERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS .".'�Tvner reserves �th Tight to perform construction or operations related to the Project with e Owner's E. own: orces _ an .ta - a ai separate contracts in connection with o er pot on v mon. .. . ...... ... . ... operations on the—site- under'C'mditions of the Contract identical or substantially similar to these inc u g those Pori. s :related to xn urarice `'arid waiver of subrogation. If the Contractor claims that delay or additional cost is in dXvec .eau e: of :such` action by the Owner, the Contractor shall make such Claim as provided in Article 15. separate contracts are awarded for different portions of the Protect or other construction or operations ms n tie site; the �tcrni. "C&ifractor ".. iti the: Contract Documents each case shall mean e Contractor who executes mi each separate Owner_- Contractor °4greerrent. 6013 :The 0"' e-r sha11``prbvxde for coordination of the activities of the Owner's own forces and of each separate ms contractor with the work of the Contractor, who shall cooperate with them. The Contractor shall participate with ms ... .... -on m. other separate contractors aril thvner in reviewing them construction sc u es. a Contractor shall make any revisions to the, construction' schedule deemed necessary after a joint review and mutual agreement. a construction schedules shall then constitute the schedules to be used by the Contractor, separate contractors and the Owner until subsequently: revised. § 5.1.4 Unless otherN rise pro: ed in the Contract Documents, when the Owner performs construction or operations related to the Project with the Owner }s own fares, the Owner shall be deemed to be subject to the same obligations and to have the same rights that apply to the Contractor under the Conditions of the Contract, including, without excluding others, tho' se..stated in Article 3, this Article 6 and Articles 10, 11 and 12. § 5.2 MUTUAL RESPONSIBILITY § 5.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for introduction and storage of them materials and equipment and performance of their activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. § 6.2.2 If part of the Contractor's work depends for groper execution or results upon construction or operations by the Owner or a separate contractor, the Contractor shall, prior to proceeding with that portion of the work, promptly report to the Architect apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. failure of the Contractor so to report shall constitute an acknowledgment that AiA Document A2017m —2007. Copyright Q 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 19B7,1997 and 2007 by The Arnerican Init. Institute of Architects. Ail rights reserved. ARMING; This ACAS Document is;protected by U.S. Copyright Law and international Treaties. Elnaut d to td 21 reproduction or distribution of this A]A" Document, or any portion of it, may resuit in severe civil and criminal penaltles, and will be prosecuted to the maximum extent possible under the law. This document was produced by Al A, software at 09:39.44 on 05112/2010 under Order No.8476578680_1 which expires an 51412011, and is not for resale. (76532487$) User. Notes: the Owner's or separate contractor's completed or partially completed construction is fit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable. § 6.2.3 The Contractor shad reimburse the Owner for costs the Owner incurs that are payable to a separate contractor becausdof the Contractor's delays, improperly timed activities or defective construction. The Owner shall be responsible to the Contractor for costs the Contractor incurs because of a separate contractor's delays, improperly timed activities, damage to the Work or defective construction. ■ § :7.3 CONSTRUCTION CH NCEm.DIRECTIVES § 7.3.1 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner and Architect, directing a chan 6. n: tie Work prior to agreement on adjustment, if any, in the Contract Sum or Contract Tine, or both. Thy Own er may by Construction Change Directive, without invalidating the Contract, order changes in the York m th .t.he general scope of the Contract consisting of additions, deletions or other revisions, the Contract Su: and Contract Time being adjusted accordingly. § 7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. 7.3.3 if the Construction Change Directive provides for an adjustment to the Contract Sum, the adjustment shall be based on one of the following methods: .1 Mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; .2 Unit prices stated in the Contract Documents or subsequently agreed upon; .3 Cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; or Init. AIA Document A201TM— 2007. Copyright @ 1911 1915 1918 1925 1937 1951 1958,1961,1963,1966,1970, 1975 1987 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This Ale Document is- protected by U.S. Copyright Law and International Treaties. Unauthorized 22 reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:33:44- on 0511 X1201 � under Order I�lo.8�765786$0_1 which expires on 51412011, and is not for resale. U �765324378) User Cotes: .4 As provided in Section 7.3.7. 7.14 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally cotiternplated are materially changed in a proposed Cba�nge Order or Construction Change Directive so that application of such unit prices to quantities of work proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted. 73.5 Upon receipt of a Construction Change Directive, the Contractor shall promptly proceed with the change in the Work involved and advise the Architect of the Contractor's agreement or disagreement with the method, if any, provided in the Construction Change Directive for determining the proposed adjustment in the Contract Sum or ms I Contract Time:::. . ..... ms ... .... ...... . .... . 763.6 A Cron tz-uctivn C bahge Directive signed by the Contractor indicates the Contractor's agreement therewith .....:::.:::.: Mcluding`;adju trn ri 'ua:C: retract Sum d Contract'f`ime or the method for determining them, Such ag�reemer>Gt s b6:effective immecliat6l 'and:shall be recorded as a Change Order. ..:::...::::. 7'.3. ' If �e Contractor does not respond promptly or disagrees with the meth or adjustment in a Contract urn, P P p Y J ..::..::..... ms the Arch itect sha-: U deteae r ita e °tie method and the adjustment on the basis of reasonable expenditures and savings of P o�rxxiri ar attri uta a to e change, inc u m case o an increase m e Contract urn, an 7 am.... or o ea and profiit as set forth in the Agreement, or if no such amount is set forth in the Agreement, a ............ mms reasonable amount. Iu: su6 ::tease` and also under Section 7.3.3.3, the Contractors keep an present, in such rn ... .... .. or.. ... ... . .... as the Architect na Pr, e trbe r : ail itemized accounting together with appropriate supporting data. Unless otherwise :. prvided tfe neat Documents, costs for the uses of this section ?.3.�7 s e unite to e following: ......... .'� Costs af' labor including social security, old age and unemployment insurance, ge benefits require d. `:` a'" cement or custom, and workers' compensation insurance; :: ; : Co §; bf . materials, supplies and equipment, including cost of transportation, whether incorporate or m s. .:..: :.. criiried •. Rental costs` f machinery and equipment, exclusive of hand tools, whether rented from the ms = Contractor br others; .4 Cr is' `a `r n ruins for all boards and insurance, permit fees, and sales, use or similar taxes related to ................ . ............... . .............. . . :..::::.......::..:........... . the Work- an d: ms ddk or al costs of supervision and field office personnel directly attributable to the change. . ............... . - 7.3. $ `the amount of t redit to b& alto ed b the Contractor to the Owner for a deletion or change th at results in a ... ... .... .... .. :..::.:.......... . met decrease i the' 0ntract sum' shall be actual net cost as confa�.rrned by the Architect. when both additions an credits ev resin related Work or substitutions are involved -in a change, the allowance for overhead and profit shall :... ....::... . be figurerd on the basis of net increases if any, with respect to that change. :7.3. Pending: final d termination of the total cost of a Construction Change Directive to the Owner, e ontractvr :..:....::.::.. . . a Pre uest payment for Work completed under the Construction Change Directive in ,Applications or Payment. Y. 'l'lie Architect.will made an interim deters nation for purposes of monthly certification for payment for those costs and 'certify f6i payment the Ambulnt that the Architect determines, in the Architect's professional judgment, to be reasonably justified. 'The:Architect's interim determination of cost sball adjust the Contract Sum on the same basis as a Change.Order subject to the right of either party to disagree and assert a Claim in accordance with Article 15. 7.3.10 When the Omer and Contractor agree with a determination made by the Architect concerning the adjustments in the Contract Sure and Contract Time, or otherwiso reach agreement upon the adjustments, such agreement shall be effective immediately and the Architect will prepare a Change Order. Change Orders may be issued for all or any part of a Construction Change Directive. § 704 MINOR CKANGES IN THE WORK The Architect has authority to order minor- changes in the Work not involving adjustment in the Contract Sun or extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes will be effected by written order signed by the Architect and shall be binding on the Owner and Contractor. AiA Document A201 TM — 2007. Copyright 0 1911 1 915 191 S 1925 1937 1951 1958 1961 1963 1 965 1970 1 976 1981 1997 and 2007 by The American Init. Institute of Arch 1lects. A!I rights reserved. WARNING: This Al A? Document is protected by U.S. Copyright Law and International Treaties. Unauthorized re p roduction or distribution of this A] e Document, or any portion of it, may result in severe civil and criminal penalties, and w!11 be prosecuted to the maximum extent passible under the law. This document was produced by A[Asoftware at 0939:44 on 05/12/2010 under Order No. 847657868 01 which expires ort 51412011, and is not for resale. U �76532437$} User Notes: ARTICLE 8 TIME 8.1 DEFINITIONS 8.1.1. Uiless otherwise prodded, Contract 'Time is the period of time, including authorized adjustments, allotted in the Contract Documents for Substantial Completion of the work. § 8.1.2 The date of commencement of the work is the date established in the Agreement. 8J.3 The date of Substantial Completion is the date certified by the Architect in accordance with Section 9.8. § 81.4 The term "day ".. as. used in the Contract Documents shall mean calendar day unless otherwise specifically defined. s. ms 18.2 PROGRESS AND COMPLETION ms 8:.�1 Tune. limits stated, in the Contract Documents are of the essence of the Contract. By executing the Agreement the Contractor; confirm that the Contract is a reasonable period for per v�rming e Work. - .. . .. . ctv�: od knowingly, exce p t agreement or instruction weer u wn g,prematurely e on � n commence operations on ib site �r elsewhere prier to the effective date of insurance required by Article 11 to be furnsted y thentrctdr and Owner. The date of caxxnenocrnent of the Work shall not be changed by the effective date of such ifurartce. s. ms 8.2.3 The Contractor. shall grviceed expeditiously with adequate forces and shall achieve Substantial Completion .. ... .. . .... . Zvi e on ao : naraa e.: 8.3:.DELAYS AND EXTENSIONS OF TIME § 8.3. - if the C6ntr- ct�r i dela�red at any time in the commencement or progress of the work by an act or neglect of the::e or Arehite t or: of em to ee of either, or of a se gate cantractar em to ed b the Owner; or .... .... p y P F y y y changes ordered M" by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or othe r caused leyod tie Cntrctdr's control; or by delay authorised by the owner pending mediation and arbitration; or b titer. causes tfiat the Architect determines may justify delay, then the Contract Time shall be extended by Change y:: ::.:. yJ' O det fear. such reasonable tiiiie as the Architect may determine. msm. $ °i -time shall b 'm de in accordance with applicable provisions of Article 15. lairs relatiri ..:.. ..::... . ..: ... :...:...:::.... : 8.3.3 This Section 83 does not preclude recovery of dam.ag for delay by either party under other provisions of the' Contract Docu''ments. ARTICLE T PAYMENTS AND COMPLETION .. .... ... 9.1 CONTRACT SUFI The Contract Sum is stated in the Agreement and, including authorized adjustments, is the total amount payable by the Dwner to the Contractor for performance of the Work under the Contract Documents. § 9.2 SCHEDULE OF VALUES Where the Contract is based on a stipulated sum or Guaranteed Maximum Price, the Contractor shall submit to the Architect, before. the first Application for Payment, a schedule of values allocating the entire Contract Sum to the various portions of the work and prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's ,Applications for Payment. § 9.3 APPLICATIONS FOR PAYMENT 9.3.1 At least ten days before the date established for each progress payment, the Contractor shall submit to the Architect an itemized Application for Payment prepared in accordance with the schedule of values, if required under Section .2., for completed portions of the Fork. Such application shall be notarized, if required, and supported by such data substantiating the Contractor's right to payment as the Owner or Architect may require, such as copies of requisitions from Subcontractors and material suppliers, and shall reflect retainage if provided for in the Contract Documents. AIA Document A201 -rm -- 2007. Copyright Q 1911,1915, 1918, 1925, 1937, 1951, 1958, 1961, 1953, 1988, 1970, 1978, 1987, 1997 and 2007 by The American ;t• Institute of Architects. Al rights reserved. WARNING: This Ale Document is prntected by U.S. Copyright Law and InternatiicnaI Treaties. Unauthorized 24 reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the max 1mum extent passible under the law. This document was produced by AIA software at 09.39:44 on 05112/2010 under Order No. 8476578680_1 which expires an 51412011, and is not far resale. User Notes: (765324378) 9=3.1.1 As provided in Section 7.3.9, such applications may include requests for payment on account of changes in the work that have been properly authorized by Construction Change Directives, or by interim determinations of the Architect, but not yet included in Change -Orders. 93.1.2 Applications for Payment shall not include requests for payment for portions of the Work for which the Contractor does not intend to pay a Subcontractor or materiat supplier, unless such Work has been performed by others whom the Contractor intends to pay. §.9.3.2 Unless otherwise provided in the Contract Documents, payments shall be read on account of materials and equipment delivered and. suitably stared at the site for subsequent incorporation in the Work. If approved in advance . .. ... . ...... . b :the owner ,ayme t y similarly be made for materials and equipment suitably stored off the site at a location agz-eed upon in ATiti g Patent for materials and equipment stored on or off the sites conditioned upon compliance the Contractor with procedures satisfactory to tae Owner to establish the Owner's title to such materials au& ui zfient or otherwise protect the Owner's interest, and shall include the costs of applicable ms - insurance, storage : and transportation to the site for such materials and equipment stored off the, site. smss . 9.3.3.'T:e..antractrvarran 'that title to all oar covered b an Application for Payment will pass tovner ms mm. ms no later t arp the tirrie of :.a.......... payment. The contractor further warrants that upon submittal o an canon or PP . .::..:..:.: Pa neint:; all Wvrk for, Which Certif cans for Payment have been previously issue an payments received from e " vner':shall :. :'t e best' �. e Contractor's knowledge, information and belief, be free and clear of liens, claims, security interests or.encunhbrances in favor of the Contractor, Subcontractors, material suppliers, or other persons or msmms ............ entitles mal ing a: claim .. ` � reason of havin ovided labor, materials and a ui ment rc ati to Work. MI ......... § 9A CERTIFICATES FORFAYMENT 9.. .The At6 i ct.'v 1I: : : -:* in seven days after receipt of the Contractor's Application for Payment, either issue .....:....:..:. . : y p Payment with a copy to the Contractor, for such amount as e Architect determines :.. ........ ::: to t>�i �n�r a erti�iate for Pa IS ro erl `..due: or riots t e' 'Contractor and Owner in writing of the Architects reasons for withholding P P - y... g :acerb ica ion ir, uhble or in part as provided in Section 9.5.1. sms .:.:.:..::::.:.. . . 9:4.2 The is uart e. of Certificate for Payment will constitute a representation b the Architect to a Owner, .. ym P y based o1'' the Architect" s e aliiation of the Work and the data comprising the Application for Payment, that, to the ......... ......................... . ..... :best: of the Ar hitect }:s :kno �ted a information and belief, the Work has progressed to the point indicate an at s. r, p P the qualxt of the: Work is in accordance` with the Contract Documents. The foregoing representations are subject o g g P ,� - az e�ra�uatxon of tl7ie �orl far cot616rrr ante with the Contract Documents upon Substantial Completion, to results of ms su se q,. it sts °.ar d.i s e�ctionis �t correction of minor deviations from the Contract Documents prior to completion and tp Specific, galfiatio expressed by the Architect. The issuance of a Certificate for Payment will further con sti. ute a re rese tation that�th"' Contractor is entitled to a ent in a amount certified. However, a issuance P .......... of a Cerificate for Payment W, 11 not be,a re resentaton that the Architect hall made exhaustive or continuous on- �; P site inspections to check the qualityor quantity of the Work, (2) reviewed construction means, methods, techniques, sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors and material suppliers and' other data requesfed bar the Owner to substantiate the Contractors right to payment, or (4 ma examination to ::.:..:.... ascertain hover or for v�hat purpose the Contractor has used money previously paid on account of e Contract Sum. 9.5 DECISIONS TOWITHHOLD CERTIFICATION - 9.5.1 T'he.:Ar6hi ec may withhold a Certificate for Payment in whole or in part, to the extent reasonably necessary to protect tb.e Owner,- if in the Architect's opinion the representations to the Owner required by Section 9.4.2 cannot be made. If the Architect is unable to certify payment in the amount of the Application, the ,Architect will notify the Contractor and Owner as provided in Section 9.4.1. If the Contractor and Architect cannot agree on a revised amount; the Architect will promptly issue a Certificate for Payment for the amount for which the Architect is able to make such representations to the Owner. The Architect may also withhold a erd Kate for Payment or, because of subsequ:eritly discovered evidence, may nullify the whole or a part of a Certificate for Payment previously issued, to such extent as may be necessary in the Architect's opinion to protect the Owner from loss for which the Contractor is responsible, including loss resulting from acts and omissions described in Section 3.3.2, because of .1 defective Work not remedied} .2 third party claims filed or .reasonable evidence indicating probable Fling of such claims unless security acceptable to the Owner is provided by the Contractor; AIA Document A201 TM— 2007. Copyright @ 1911, f 915, 1918, 1925,1937, 1951, 1 958, 1961, 1963, 1966, 1970, 1975, 1987, 1997 and 2697 by The American rri #, Institute of Architects. All rights reserved. WARNING: This Ale Document is protected Icy U.S. Copyright t_aw and International Treaties. Unauthorized 255 reproduction or distribution of this Me Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent passible under the Iaw. This document was produced by AIA software at 09:89:44 ors 05/1212010 under Order No. 8476578680 1 which expires on 51412011, and is not for resale_ U X785324376) User Notes: .3 failure of the Contractor to make payments properly to Subcontractors or for labor, materials or equipment; .4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; .5 damage to the Owner or a separate contractor; .5 reasonable evidence that the Work will not be completed within the Contract Time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay, or .7 repeated failure to carry out the Work in accordance with the Contract Documents. 9.5.2 When the above r ason.s for withholding certification are removed, certification will be made for amounts pTeviously withheld. : :. 9.5.3 If the 'Ar'ch t withholds certification for payment under Section 9.5.1.3, the Owner may, at its sole option, :issue joint = :checks to the. ont.ractor and to any Subcontractor or material or equipment supp iers tow one. t e az tractor failed to mak payment for Work properly performed or material or equipment suitably delivered. If the vv�xer:'mae payments bar joint check, the Owner shall notify the Architect and the Architect will reflect such pa ent on;the next Certr ca or ayment. 9.6:PRO RE ::PAYMENTS.; , 9.6.1` After the architect has issued a Certificate for Payment, the Owner shall make payment in the manner an tri: tie :titre provided iii the Contract Documents, and s a so notify e c itect. ..:.....:... . 9.. The ontracto� shad: pay each Subcontractor no later than seven days after receipt o payment from e §' - ' : wner the amour t to which the Subcontractor is entitled, reflecting percentages actually retain from payments to tie Contractor.; on`account of the Subcontractor's portion of the Work. The Contractor shall, by appropriate ...:... .... :' : agreernent_ with each ontractor, require each Subcontractor to make payments to Sub- subcontractors in a s ar mims m 9�G 3 T i t�ch tect; will : on- request, furnish to a Subcontractor, if practicable, information re ar percentages o :. P g ms ms c.q pletion or. �u �s applied for by the Contractor and action taken thereon by the Architect and Owner on aceoUn of p rtians.. of tie Work done by such Subcontractor. ...........:.:.. . .... .. . .. . .... .. . sms sm m. 9.G�.4 The Owner has the ri pfit to r nest wn tten evidence from the Contractor that the Contractor has properly pax nbcon.tractors and irriaterial and : ur xriex�t su 1�ers amounts aid b the Owner to the Contractor or subcontracted ....:..:..:. .. : :.. q P::: PP Work If the;. or�tra t6i fails to' furnish such evidence within seven days, the Owner shall have the right to contact ms Subcontractors 't': aseertairi whether they have been properly paid. Neither the Owner nor Architect shall have an .. ........ : bl : �atxa to a :der to see to th ': a:. ent of moue to a Subcontractor, except as may otherwise be required aw. ...:.....:......::.::. §- 9.1.5'' ontr'ad: payments to material and equipment suppliers shall be treated in a manner sim ar to at prove iris eetions, 9.6.3 aid,/ ,4. § 9.6.5 A Certificate for Pa melt; a progress payment, or artiaf or entire use or occu anc of the Pro'ect b the y P P p P Y Owwner shall not constitute a ceptance of Work not in accordance with the Contract Documents. 9.6.7 Unless the Contractor provides the Owner with a payment bond in the full penal sum of the Contract Sure, payments received by the Contractor for Work properly performed by Subcontractors and suppliers shall be held by the Contractor for those Subcontractors or suppliers who performed Work or furnished materials, or both, under contract with 'the Contractor for which payment was made by the Owner. Nothing contained herein shall require money to: be placed in a separate account and not commingled with money of the Contractor, shall create any fiduciary liability or tort liability on the part of the Contractor for breach of trust or shall entitle any person or entity to a-n award :pf punitive damages against the Contractor for breach of the requirements of this provision. § 9.7 FAILURE OF PAYMENT If the Architect does not issue a Certificate for Payment, through no fault of the Contractor, within seven days after receipt of the Contractor's Application for Payment, or if the Omer does not pay the Contractor within seven days after the date established in the Contract Documents the amount certified by the Architect or awarded by binding dispute resolution, then the Contractor may, upon seven additional days' written notice to the Owner and .Architect, AtA Document A201 TM— 2007. Copyright 1911 191 191 1 925 1937 195'l 195$ 1961 1983 1906 197a 197G 1987 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING-. This AIA'D Document is protected by u.s. Copyright Law and international Treaties. Unauthorized 26 re duction or distribution of this Ne Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the re # maximum extent possible under the law. This document was produced by AIA software at 09:39:44 on 0511212010 under Order No_8476578680 1 vv ch expires on 5/4/2011, and is not for resale. User Notes: (765324378) stop the Work until payment of the amount owing has been received. The Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor's reasonable costs of shut - down, delay and start -up, plus interest as provided for in the Contract Documents. .. ... ...:........ . 9.8 SUBSTANTIAL COMPLETION 9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or u tilize the Work for its intended use. 9.8.2 When the Contractor considers that the Work, or a portion thereof which the Owner agrees to accept separately, is substanti4jl complete, the Contractor shall prepare and suhrnit to the Architect a comprehensive list of ms iteii�as to be ' 0: M: leted 0::r:.:: orrected prior to final payment. Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. §:9_.8.3 Uppn re�ceipt`of -the Contractor's list, the .Architect will snake an inspection to determine whether the Work or deli aced ortzon m te... i' ubstantiall complete. If the Architect's inspection discloses an Item, whether or not .....:..:.... .. P . y p F' :. riclu&d o'n''' the Contractor *S lisp which is not sufficiently complete in accordance with e Contract Documents so that the Owner :sari `Occupy. or_ utilize the Work or designated portion thereof for its inter use, e Contractor :.. shall; before issuance of th. C rtificate of Substantial Completion, complete or correct such item upon notification by`:th Architect: M such case; the Contractor shall then submit a request for another inspection by the Architect to ... eterrmne u stand .::, . omp e _ otx. 9.8.4 When: the. k or de i nated portion thereof is substantially complete, the Architect will prepare a - erti sate: of Substantial: : upletion that shall establish the date of Substantial omp et�on, s establish :::::: .. :. : .. ::::::: .. , � and .......... . responibihtios, of4he 0w"' nea�'and Contractor for security, maintenance, heat, ut sties, amage to a or : ' insurance, and:shall fix the dnae': shin which the Contractor shall finish all items on the list accompanying the ert ficate : a ran e re ed by the Contract Documents shall commence on the date of Substantial Completion of `the W ox - ar' desx nated'portion thereof unless otherwise provided in the Certificate of Substantial Completion. :. msms mm 9.S. :The` Certificate :'of. Su6stantial Completion shall be submitted to the Owner and Contractor for ihenr written . ..... - acceptance of responsibilt assigned to them in such Certificate. Upon such acceptance an consent o surety, if anyj the owner shalt make payment;f retsina e a l 'n to such Work or designated portion thereof. Such payment . ........... . g Pp Yx g F p Ym ski 0 be adjusted for Work that is in' 69' r plete or not in accordance with the requirements of the Contract Documents. §'9.9 PARTIAL:. OCC U PANCY OR USE 9.9.x! The Drir trio : Deco or use an completed or partially completed orlon of the or at an stage when . .................. . ........ occupy y P P Y p p y g such' portion is des ated b separate a eerxent v�rith the Contractor, provided such occupancy or use is consented to bi lrisurr „as required under; Section 11.3.1.5 and authorized b public authorities having jurs ctlon over the Project:5ueh partial occupancy or use may commence whether or not the portion is substantially complete, provided the Owner and Contractor have accepted in writing the responsibilities assigned to each of em for payments, retain age, if any, security,: irainteaance, beat., utilities, damage to the Work and insurance, and have agreed in writing concerning e period for correction of the Work and commencement of warranties required by the Contract Documents. When tie Contractor considers a portion substantially complete, the Contractor shall prepare an submit a list to. the Architect as provided under Section 9.8.2. Consent of the Contractor to partial occupancy or use shall not unreasonably withheld. 'The stage of the progress of the Work shall be dete�rmin y written agreement between the:Dvur er and Contractor or, if no agreement is reached, by decision of the Architect. § 9.9.2 Immediately prior to such partial occupancy or use, the owner, Contractor and Architect shall jointly inspect the area to be occupied or portion of the Work to be used in order to determine and record the condition of the Wank. § 9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of Work not complying with the requirements of the Contract Documents. 9.10 FINAL COMPLETION AND FINAL PAYMENT 9.10.1 Upon receipt of the Contractor's written notice that the Work is ready for final inspection and acceptance and upon receipt of a final Application for Payment, the architect will promptly nuke such inspection and, when the AIA Document A.201 TM , 2007. Copyright 0 1911,1915, 1918, 1925, 1937, 1951, 1953,196i, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American 1ni #. Institute of Architects. All rights reserved. WARNING: This Ate Document its protected by U.S. Copyright Law and International Treaties. Unauthorized 27 reproduction or distribution of this Ale Document, or any portRan of it, may result in severe civil and criminal penalties, and will be prosecuted to the # maximum extent possible under the law. This document was produced by AlA soltware at 09:39.44 on 0511212410 under Order No.8476575680_1 which expires on 5/412011, and is not for resale, U X765324378) User Dotes: mom Architect finds the work acceptable under the Contract Documents and the Contract fully performed, the Architect will promptly issue a final Certificate for Payment stating that to the best of the Architect's knowledge, information and beligf, and on the basis of the Architect's on --site visits and inspections, the Work has been completed in accordance with terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor and noted in the final Certificate is due and payable. The Architect's final Certificate for Payment will constitute a further representation that conditions listed in Section 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. : 9.10.2 N iher final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect ( 1) an affidavit davit that payrolls, bills for materials axe d equipment, and other indebtedness connected .... ... With the World for which the Owner or the Owner's property might be responsible or encumbered (less amounts withheld by Omer) have been paid or otherwise satisfied, (2) a certif cate evidencing that insurance require y e Co'n'tract Documents- ......... o.remain in force after final payment is currently in effect and will not be canceled or allowed tv..e pire.un�� a.tleast. :.days prior written notice has been given to a Owner, a written statement a e s. Cohtractb� ktio vs of' 'suhstand reason that the insurance w�lll not be renewable to cover the period require by - the C r1t a t oGUnl nts, 4 : consent of surety, if any, to final a ent and , ifrequired b the wirier, other to y pm) establi�bi g paymenVor satisfaction of obligations, such as receipts, releases and waivers of lens, claims, security cite osts or encumbrances ari mg out of the Contract, to the extent and in such foam as may be designated y e :..Owner H. a Subcontractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bone! sat sfact r o the ?v�r er to indemnify the Owner agailnst such lien. If such Tien remains unsatisfied after .: :. . payxxaets are Trade-,. tht Contractor shall refand to the Owner all money at the Owner may be compelled to pay in :' dischar charging : such hen :: includin :a casts and reasonable attorneys" ees. . - -... .... 7. -. ms .1 .3 If, after Su scant a Parr letion of the work, final co letion thereof is materially delayed through no fault ::.:..:.:.. . §:- p f the G VAttoir oar bar° uai ce of` Change. Orders affecting final completion, and the Architect so confirms, e g Owner shall, u n a llcattn`; b' the Contractor and certification e Architect, an without ernuna e - - pp. y y a ... or trait make a en of th .balance due for that portion of the work full completed an accepted. e eerriainin g balance forVrl not fully completed or corrected is less than retainage stipulated in a Contract :. : .. m. Documents and. if 1 o1�ds. have been furnished, the written consent of surety to payment of the balance tie or at ms ms. o�rtion bf the ai: k full: con leted and acre red shall be submitted b the Contractor to e Architect prior to certification of such payrnent Such payment shall be made under terms and conditions governing Ina payment, except_ that it' s14:h6t constitute a waiver of claims. ms ms ms .. .'I :'f'he rnakin of final a ent shall constitute a waiver of Claims b the Owner except those arising from moss. .. ::: �. per,- :- :. -;... .:....:..:..:.....::.: ms. -.:.. lxerislaims, secuirit interests or encumbrances arising out of the Contract and unsettled; I. " failure =of the Work to comply with the requirements o e Contract Documents; or ms s. terms of special warranties required b the Contract Documents. ms ms q y ... ..::....:..::....::...: . 9.'1.5 cce taCe of fral a eht b the Contractor, a Subcontractor or material supplier a constitute a p. p. waiver of claims by that payee except those previously made in writing aril identified by that payee as unsettled at the time of final Applicatiori.for Payment. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY § 10.1 SAFETY PRECAUTIONS AND PROGRAMS The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the ' performance of the Contract. 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or lass to .1 employees on the work and other persons who may be affected thereby; .2 the Work and materials and equipment to be inmrporated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub - subcontractors; and .3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. Al Document A20iTm _ 2007, Copyright 0 1011 1915 1918 1925 1937 1951 1958 1901 1903 1906 1970 1976, 1987 1997 and 2x07 by The American In t. Institute of Architects. Al rights reserved. WARNING: This AI0 Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 28 reproduction or distribution of this ArA? Document, or an portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the p Y P maximum extent possible under the law. This document was produced by AIA �aftware at 09:39:44 on 0511212010 under Order No.8475578680_1 which expires on 51412011, and is not for resale. User Notes: {105324378 u 10.2.2 The Contractor shall comply with and give notices required by applicable laws, statutes, ordinances, codes, - _rules` and regulations, and lawful orders of public authorities bearing on safety of persons or property or their Protection from damage, injury or loss. § 1 0.2.3 The Contractor shall erect and maintain, as required bar existing conditions and perf ormance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are - p necessary for execution' of the Work, the Contractor shall exercise utmost care and carry on such activities under supervision: of properly qualified personnel. sm- § 1 0.2.5 The Contractor .shall promptly remedy damage and loss (other than damage or loss insured under property ins-ura nce require . j y:....e act Documents) to property referred to in Sections 10.2.1.2 an 10.2.1.3 cause in ......... .: ole or`naart the ontracor, a Subcontractor, a Sub - subcontractor, or anyone directs or indirect! employed . ... Y y y b `an of.the -m, .'or. b_. anyone for whose acts they may be liable and for which the Contractor is responsible under ectionS:..10.2. x::2: and 1 1 3 except damage or lass attributable to acts or omissions of e Owner or Architect or ari an d�lrectl or iriditeett errs la ed b either of them, orb an one for whose acts e�.ther o them may a liable, and not attributable to.'tb;e fault or negligence of the Contractor. The foregoing obligations of the Contractor are in ;addition to the Contrcor's obligations under Section 3,1$. ms sms 1 0.2.6 The Contractor shall designate a responsible member of the Contractor's organization at a site w ose duty shall be the reventia�n .of acrid ts. This person shall be the Contractor's superintendent unless o erwise .... .... .... .... .. designated b ..'the': Contractot in- writin g to the Owner and Architect. ..... 1 0., Tk Conttractor" shall riot permit any part of the construction or site to be loaded so as to cause damage or mmsms- create an upsafe coxnditioir 10.2.8 INJURY OR DAMAGE TO PERSON OR PROPERTY m. If e t eer:-: party. ; suffers qj y::or damage to person or property because of an actor omission of the other party, or of .. . . .:.:.................... .. ........ . other for whose :acts such party is legally responsible, written notice of such injury or damage, whether or not insured sha 1. be i e i s the other:::: Mthin a reasonable time not exceeding 21 days after discovery. The notice shall pro sufficient detail to: enabl" the other to investi ate the matter. . ....... ... . 10.3. x:10.3.1: The Contractor is responsible for compliance with any requirements included in a Contract Documents re arm h . ardous mater afs If, ti e. Contractor encounters a hazardous material or substance not addressed in the . g Contract Documentg and if reasonable precautions will be inadequate to prevent foreseeable bodily injury or ea ms tQ persons resulting from a material or substance, including but not limited to asbestos or polych rinated biphenyl (P (PCB); encountered on the -site. by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop Work in. the affected area and report the condition to the owner and Architect in writing. 1 a.3.pu receipt of the contractor's written notice, the owner shall obtain the services of a licensed laboratory to verify the prese'nce or absence of the material or substance reported by the Contractor and, in the event such material or substance is found to be present, to cause it to be rendered harmless. Unless otherwise required by the Contract Documents,, the" Owner shall furnish in writing to the Contractor and Architect the names and qualifications of persons or entities who are to perform tests verifying the presence or absence of such material or substance or erform the task of removal or safe containment of such material or substance. The Contractor and the who are to p Architect will pr.omptly reply to the Owner in �&Titing stating whether or not either has reasonable objection to the persons or entities proposed by the owner. if either the Contractor or ,Architect has an objection to a person or entity proposed by the Owner, the Owner shall propose another to whom the Contractor and the Architect have no reasonable objection. When the material or substance has been rendered harmless, Work in the affected area shall resume upon written agreement of the owner and Contractor. By Change order, the Contract Time shall be extended appropriately and the Contract Sum shall be increased in the amount of the Contractor's reasonable additional costs of shut- down, delay and start -up. AIA Document A201 ;"" — 2007. Copyright C 1911 1915 191 S 1925 198T 1951 1958 1961 196 1966 1970 1976 1987 199? and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized rep rod uctio n or distribution of this AIA Document, or air onion of it, may resuIt in severe civil and criminal penalties and will be prosecuted to the 29 P YP m a A m u m extent possible under the law. This document was produced by Al sofvt are at 09:39 :44 on 0511212010 under order No.8476578680_1 which expires on 51412011, and is not for resale. U X765324375} User Notes: § 10.3.3 To the fullest extent permitted by law, the Owner shall indemnify and bold harmless the Contractor, subcontractors, Architect, Architect's consultants and agents and employees of any of them from and against claims' damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the works in the affected area if in fact the material or substance presents the risk of bodily injury or death 'as described in Section 10.3. I and has not been rendered harmless, provided that such claim, damage, lass or expense is attributable to bodily injury, sickness, disease or dcath, or to injury to or destruction of tangible property (other-. than the Work itself), except to the extent that such damage, loss or expense is due to the fault or negligence of the party seeking indemnity. : § 10.3.4 The owner shall not be responsible under this Section 1.3 for materials or substances the Contactor brings to tlae site unless such materials or substances are required by the Contract Documents. The owner shall be responsible for materials or substances required by the Contract Documents, except to the extent of the Contractor's fault or ne 11 ence in the"' use and handling of such materials of substances. g .g mom ms '10.3.5 Th e 'on actoi al indemnify the owner for the cash and expense the Owner incurs (1) for remediation of a material: or substance: the Contractor brings to the site and negligently handles, or ( ere e Contractor fails to perfarxr. its, obligti'n:s `ludo Section 10.3.1, kept to the extent that the cost and expense are due to the 0w�rzer's fault or nglignce: :1.. If, vcithou ne. l once on the art of the Contractor, the Contractor is held liable b a overnment agency or . ............. g g. p y g g y the: co 8t a . r nediati0]n 0' f a hazy rdou s material or substance solely by reason of performing Work as required by the 6 raet Documents .tt o er''shall indemnify the Contractor for all cyst and expense thereby incurred. 1 Q.4 EM ERG ENCIE : -. ms m rn an enner e-:: -Aff&t � :: safet of persons or property, the Contractor shall act, at the Contractor's discretion, to . g... .. . g Y Pe m. prevent threatened d= age; injury or loss. Additional compensation or extension of time c aim the Contractor .. ........... on: account of an erriererxcy:skirl be doterrnined as provided in Article 1 an Article 7. ms ARTICL5 1= INSURANCE AND BONDS ... .... .. .. .:......:: . smsms § 1 1.1 CONTRACTOR'S LIABILITY INSURANCE I :'I`ve Contractor_ shall'purchase from and maintain in a company or companies lawfully authorized to o sms business in the uric :ti n xn which the Project is located such insurance as will protect the Contractor from claims .... . . m. set forty belo : vh may arise Out'of :or result from the Contractors operations are completed operations under ms :thy. Contra and for which the orractor may be legally liable, whether such operations be y t e ontractor or y ct ......:. ...... a Subs -r� act r oar b:: are one directY `or indirect) employed b an of them or anyone far whose acts an of ..:. Y y Y y Y �' � y y �' C M may xa e. M. J Claims under. worker 's' compensation, disability benefit and other similar employee benefit acts at ... .. are applicable to: the. W6rk to be performed; - .� Claims for darai "ges because of bodily injury, occupational sickness or disease, or death of the Contractor's employees; ms .3 Claims for damages because of bodily injury, sickness or disease, or death of any person other than the Contractor..s. employees; ClaiMS for: damages insured by usual personal injury liability coverage; .5. Claims for damages, other than to the work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom; .fi Claims for damages because of bodily injury, death of a person or property damage arising out of ownership, maintenance or use of a motor vehicle; .7 Claims for bodily injury or property damage arising out of completed operations; and .8 Claims involving contractual liability insurance applicable to the Contractor's obligations under Section 3.1$. 11.1.2 The insurance required by Section 11.1.1 shall be written for not less than limits of liability specified in the Contract Documents or required by law, whichever coverage is greater. Coverages, whether written on an occurrence or claims -made basis, shall be maintained without interruption from the date of cony mencernent of the Work until the date of final payment and termination of any cmerage required to be maintained after final paymeM and, with respect to the Contractor's completed operations coverage, until the expiration of the period for correction [nit. AIA Document A20ITM -- 2007. t:opyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1970, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized D reproduction or distribution of this AIA Document, or any portion of it, may resu[t in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible ender the law. This document was produced by AIA software at 09:39:44 an 0511212010 under Order No_8476578080�1 which expires on 5/412011, and is not for resale. User Notes: {705324378 of Work or for such other period for maintenance of completed operations coverage as specified in the Contract Documents. .1 1.1.3 Certificates of insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work and thereafter upon renewal or replacement of each required policy of insurance. 'These certificates and the insurance policies required by this Section 11.1 shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner. An additional certificate evidencing continuation of liability coverage, including coverage for completed operations, shall be submitted with the Application for Payment as required by Section and thereafter upon renewal sm ms. .:.. m. or replacement of such coverage until the expiration of the tune required by Section 11. 1. .Information concerning eduction o coverage : on account of revised limits or claims paid under the General Aggregate, or bath, shall be rn . ished b the Contractor with reasonable promptness. �I �, . 't'h`e' o tractt r shall cause the commercial liability coverage required b the Contract Documents to include (1) the Ownen the Arclixtect and the Architect's Consultants as additional insureds for claims cause in whole or in ..... .... .. . P by the. Contractor's negligent acts or omissions during the Contractor's operations, and (2) the Owner as an moss. .... additional: insured for claim 'paused in whole or in part by the Contractor's negligent acts or omissions during e :. Contractor's c D: pxete .,operations. 11'2'0'MEF;VS LIABILITY INSURANCE h.e ".�: nor ha Z be r.e pon ii l .for purchasing and maintainin the n is usixal liability insurance. ms §11-3 PROPERTY .. ms 1 Mess otherwise rav�ded, the Dwyer shall purchase an maintain, in a com an or companies a ly ... p......:. p P p M authorised to day busiat u 'the jurisdiction in which the Project is located, property insurance written can a b>ilder's :::.: mm ms ms ms risk a1 =risk or e u al- t� pgYicy form in the amount of the initial Contract Sum, plus value o subsequent Contract Mod fications acid ost`of materials supplied or installed by others, comprising total value for the entu Project at .::':'the:' bite` a repXaccen cost without optional deductibles. Such property insurance shall be maintained, otherwise provided; it the Contract Documents or otherwise agreed in writing by all persons and entities who are berief i cries:' of :such insurance, until final payment has been made as provided in Section 9.1 0 or until no person or nt t} other than the w i r has an insurable interest in the property required by this Section to e covered, moss :: mm °' whichever is lath 'ibis insurance shall include interests of the Owner, the Contractor, Subcontractors and Sub - . subcontractors iri e 6 t. :. :::.:.:::::. 11.3. 1,1: 'roper nsur n e shall be on an "all- risk" or equivalent policy farm and shall include, without lirn itation, :. . izasivance against th; perils of fire (with extended coverage) and physical loss or damage including, wi out duplication of coverage, theft;.�varidalsm, malicious mischief, collapse, earthquake, flood, w1n storm, sewor , testing and s�r_tu , tezn oara�r b ilcl rigs: and debris rernaval including demolition occasioned by en orcement o any app : e kgax requirements; avid °.shall cover reasonable compensation for Architects and Contractors services pp . and experr ses required as a result of such insured loss. : 11.3.1.E If e Dyer does` xi A' intend to purchase such property insurance required by the Contract and with all of the coverages in the amount de cribed above, the Owner shall so inform the Contractor in writing prior to commencem ent of the Work. 'The Contractor may then effect insurance that "�1 protect e interests o the Contract��r, Subcontractors and Sub- subcontractors in the Work, and by appropriate Change Order the cost thereof shad be charged :to the Owner. If the Contractor is damaged by the failure or neglect of the Owner to pure as or maintain insurance as described above, without so notifying the Contractor in writing, then the Owner shall bear all reasonable costs properly attributable thereto. § 11.3.1.3 If the property insurance requires deductibles, the Owner shall pay costs not covered because of such deductibles. § 11.3.1.4 This property insurance shall cover portions of the 'work stored off the site, and also portions of the Work in transit. 11.3.1.5 Partial occupancy or use in accordance with Section 9.9 shall not commence until the insurance company or companies providing property insurance have consented to such partial occupancy or use by endorsement or AIA Document A201TO— 200T Copyright 01911, 1915, 1918, 1925, 1937, 1951, 1958, 1981, 1963, 1966,.1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA! Document is protected by U.S. Copyright Law and international Treaties. Unauthorized 31 rep rod uclion or distribution of this Ale Document, or any portion of it, may result ire severe civil and criminal penalties, and will be prosecuted to the # maximum extent possible under the law. This document was produced by AlAsoftware at 09:89:44 on 05/1212010 under Order No.8476578680_1 which expires on 5 #412911, and is not for resale. User Holes: (765324378) otherwise. The Owner and the Contractor shall tale reasonable steps to obtain consent of the insurance company or companies and shall, without mutual written consent, tae no action with respect to partial occupancy or use that would_cause cancellation, lapse or reduction of insurance. § 11.3.2 BOILER AND MACHINERY INSURANCE 'The owner shall purchase and maintain hailer and machinery insurance required by the Contract Documents or by la* 'which shall specifically cover such insured objects during installation and until final acceptance by the Owner; this insurance shall include interests of the Owner, Contractor, Subcontractors and Sub- subcontractors in the work, and the Owner and Contractor shall be named insureds. 1.1.3.3 LO S OF USE: INSURANCE 'Tie Owner'; 'at the Ov er'.s option, may purchase and maintain such insurance as will insure the Owner against loss of isc of the.. OVner'property due to fire or other hazards, however caused. The Owner waives all rights of action against the Contractor: for. .loss of use of the Owner's property, including consequential losses due to fire or other haards. howev.er caused: 11.3. If Coxxtractar requests in writing that insurance for risks other than those described herein or other ':.s.pecial ac es of loss be included in the property insurance policy, the Owner shall, if possible, include such insurance, and th cost: thereof shall be charged to the Contractor by appropriate Change Order. .11.3.5 If during th :Project construction period the Owner insures properties, real or personal or both, at or adjacent to the` sitey property i.�surarce under policies separate from those insuring the Project, or if after foal payment propers u urance d b proV ded on the completed Project through a policy or policies other than those insuring :: the: Project:durin :the c rtstruction period, the Owner shall waive all rights in accordance with the term of Section 11.3. for dais es cau ed by -fire or other causes of lass covered by this separate property insurance. separate ...- . - .... po1i6e' s "shall provide - fh.is! ova. v -�r of subrogation by endorsement or otherwise. :Before are exposure to loss may occur, the Owner shall file with the Contractor a copy of each policy that includes, iiisuirance co'vera e required by this Section 11.3. Each policy shall contain all generally applicable . . corid ti ris 'de iiti� s :'exclusions and endorsements related to this Project. Each policy shall contain a provision that tie °policy will. not. be canceled or allowed to expire, and that its limits will not be reduced, until at least 30 days' pilaf Mitten Notice has b given to the Contractor. ... . ... .. ■ :. WAIVERS OF SUB ROGATIOW..... The O�v errand C6' n a for waive all ;rights against (1) each other and any of their subcontractors, sub- subcontraeta�rs,. :a ge'nts and: employees, each of the other, and ( ) the Architect, Architect's consu tants, separate :.:.:..:..::::.:.:::::::::.::: contra tors dcscrih din Article , if any, and any of their subcontractors, su su ontractors, agent are employees , f6t':da: a es.caused by fire' or o.tl er causes of loss to the extent covered by property insurance obtained pursuant to this S'::: ti. 11 or other property_ insurance applicable to the work, except such rights as they have to proceeds of . - l l :.. . such insurance held h the Owner as fiduciary. The Owner or Contractor, as appropriate, shall require of the Architect, Architect s` cons��tants, separate contractors described in Article 6, if any, and the subcontractors, sub- subcontractors,, agents and-'employees of any of them, by appropriate agreements, written where legally required for validity, similar waivers each in favor of other parties enumerated herein. The policies shall provide such waivers of subrogation by -e darsem -fort or otherwise. A. waiver of subrogation shall be effective as to a person or entity even though that person: or entity would otherwise have a duty of indemnification, contractual or otherwise, did not pay the insurance prerr».ri directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged:. . 11.3.8 A..xoss insured under the Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may appear, subject to requirements of any applicable mortgagee clause and of Section 11.3.10. The Contractor shall pay Subcontractors their just shares of insurance proceeds received by the Contractor, and by appropriate agreements, written where legally required for validity, shall require Subcontractors to make payments to their Sub - subcontractors in similar manner. 11.3.9 If required in writing by a party in interest, the Owner as fiduciary shall, upon occurrence of an insured loss, give bond for proper performance of the Owner's duties. The cost of required bonds shall be charged against proceeds received as fiduciary. The Owner shall deposit in a separate account proceeds so received, which the AIA Document A201Tm - 2007. Copyright 0 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1951, 1963, 1960, 1970, 1976, 1987, 1997 and 2007 by The American knit_ Cnstitute of Architects. Al rights reserve . WARNING: This Al Document is protected by U.S. Copyright Law and IWernational Treaties. Unauthorized 32 reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09.39.44 on 45/1212010 under Order No-84765786801 which expires on 51412011, and is not for resale. User (dotes: (765324378) Owner shall distribute in accordance with such agreement as the parties in interest may reach, or as determined in accordance with the method of binding dispute resolution selected in the Agreement between the Owner and Contractor. If after such loss no other special agreement is made and unless the Owner terminates the Contract or convenience, replacement of damaged property shall be performed by the Contractor after notification of a Cbange in the Work in accordance with Article 7. 1.3.10 ne Owner as fiduciary shall have power to adjust and settle a loss with insurers unless one of the parties in interest shall object in writing within five days after occurrence of loss to the Owner's exercise of this power; if such abjection is made, the dispute shall be resolved in the manner selected by the Owner and Contractor as the method of binding dispute resolution in the Agreement. If the Owner and Contractor have selected arbitration as the method ms of bindin g di' ute resolution the Owner as fiduciary shall make settlement with insurers or, in a case of a dispute ; . y over distribution of insurance proceeds, in accordance with the directions of the arbitrators. 11.4 PERFORM 11.h �4.1 The ncr; s xal ave the right to r require the Contractor to furnish bonds covering faithful orrnance o eq g the Contract: and a exit of a�ligations arising thereunder as stipulated in bidding requirements or specifically py - required in tl e contract Dacurients on the date of execution o e Contract. -.. M. :: § '11.4: Upon di . reques :af am person or entity appearing to be a potential beneficiary of bonds covering; payment of obli: atzon arise under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall ... .. ...... aut horize a copy to: - e furnished:: . . ARTICLE 12:: UNOOI ERlNG AND ORREOTION OF WORK ..... ....... ... .::..:....:.:: ms 1.12.1 UNCOVERING of WORK:.. 1 2.1.'1: If a : ortion of the work is covered contrary to the Architect s r uest or to requirements specifically .. � :.:.: =- ... Y � c itect be uncovered for the expresed:ln the Contract Documents, it must, if requested in vrtaari by the Ar h , ......... . Architect: sexaudhvioxt ayes, replaced at the Contractors expense without change in the Contract Time. :.. ....:....:..: 12.12 :lf portion 6f :thy. 6rk has been covered that the A.rebitect has not specifically requested to examine prior tot eu g` c r r d the` Architect may request to see such Work and it shall be uncover y the Contractor. such ..W khis in= accordance. with 'the Contract Documents, costs of uncovering and replacement shall, y appropriate Change: Orde1 b� a tlie_.O Tier s expense.: If such Work is not in actor once with a Contract Document s, such ... ....:::... mssmsmsm costs and the cost of correction shall be° at the Contractor's expense unless the condition was cause the Owner or ...m :....E. a separate contractor in which e en th .Owner shall be responsible for payment of such casts. l3 p p� 1-2.2. CORRE Tr i� OF'WORK . .... ..... 12.2.1 BEFORE OR AFTER. SUBSTANTIAL COMPLETION 01 In. 0: shall prom tl .correct rejected by the Architect or failing to conform to the requirements of 'the.Contract Do' cuments, hethe'f discovered before or after Substantial Completion and whether or not fabricated, installed or completed. Costs of correcting such rejected Work, includi�xg additional testing and inspections, the cost of uncovering and replacement, and compensation for the Architect's services and expenses made necessary thereby, shall be atthe Contractor's expense. § 12.2.2 AFTER .SUBSTANTIAL COMPLETION § 12.2.2.1 Iii: addition to the Contractor's obligations under Section 3.5, if, within one year after the date of Substantial Completion of the Work or designated portion thereof or after the date for commencement of warranties established under Section 9.9.1, or by terms of an applicable special warranty required by the Contract Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct. it promptly after receipt of written notice from the Owner to do so unless the Owner has previously iven the Contractor a written acceptance of such condition. The Owner skull give such notice promptly after disco exy o the conndition. During the one -gear period for correction of Work, if the Owner fails to notify the Contractor and give the Contractor an opportunity to make the correction, the Owner waives the rights to require correction by the Contractor and to make a claim for breach of warranty. If the Contractor fails to correct nonconforming Work within a reasonable tirne during that period after receipt of notice from the Owner or Architect, the Owner may correct it in accordance with Section 2.4. AIA Document A2011� — 2007. Copyright C 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1951, 1 963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Init. institute of Architects. All rights reserved. WARNING., This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this A] e Document, or any portion of it, may result in severe civil and criminal pena [tie s, and will be prosecuted to the maximum extent Passible under the law. This document was produced byAiAsoftware at 09:39:44 on 05/12J201 a under Order No.8476578680_1 which expires on 5/412011, and is not for resale. U �78552d378} User Notes: § 12.2.2.2 The one -gear period for correction of Work shall be extended with respect to portions of work first performed after Substantial Completion by the period of time between Substantial Completion and the actual completion of that portion of the work.. 12.2.2.3. The one -gear period for correction of work shall not be extended by corrective Work performed by the CoMractor pursuant to this Section 12.2. 1 2.2.3 The Contractor shall remove from the site portions of the work that are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the owner. § 12.2.4 The Contractor shall bear the cast of correcting destroyed or damaged construction, whether completed or partially cor ph ed, of the Owner or separate contractors caused by the Contractor s corrrect on or remova o or that is not irk accordance' with the requirements of the Contract Documents. ...:.:...:::.::::::.. 1 2.2.5 .Nothing c9ntained iii this Section 12.2 shall be construed to establish a perio o �Irrutat�oar w1 respect to other obli at ans the ontractor has under the Contract Documents. Establishment of the one -year period for c erect o f .of rk as described in. Section 12.2.2 relates only to the specific obligation of the Contractor to correct the or 'and had :no relationship to the time within which the obligation to comply wit a ontract uments .::mad be fought: t � enforced;: h oar to the time within which proceedings may be commenced to establish the f''rtir�trar*tnrlC! rya'k;141r i Ath. r n,.,-t- to tip f-"nntrartnr'e r�lilia5k tinifi z nth i-r thwn Ci3P.f'1ftca.�Iv to correct the Work. finricing for the Project; if the lender assumes the owner's rights and obligations under the Uontract vocuments. The Contractor shall execute all scan cents reasonably required to facilitate such assignment. § 13.3 WRITTE.N .NOTI C E written notice shall be deemed to have been duly served if delivered in person to the individual, to a member of the farm or entity, or to an officer of the corporation for which it was intended or if delivered at, or sent by registered or Certified mail or by courier service providing proof of delivery to, the last business address known to the party giving notice. 13.4 RIGHTS AND REMEDIES 13.4.'I duties maid obligations imposed by the Contract Documents and rights and remedies available thereunder shall be in addition to and not a limitation of duties, obligations, rights and rearnedies otherwise imposed or available by law. § 13.4.2 No action or failure to act by the owner, Architect or Contractor shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach there under, except as may be specifically agreed in writing. AlA Document A201 ray -- 2007. Copyright @ 1911 191 1918 1925 1937 1951# 1958 1981 1963 1966 1970,1976,1987, 1997 and 2007 by The American .nit. Institute of Architects. All rights reserved. WARNING:.This A10 Document is protected by L.I.S. Copyright Law and International Treaties. Unauthorized 34 p re roduction or distribution of this A1AO Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This d ument was produced by AlA gaftware at 09:39:44 on 0511 N2010 under Order No.8476578680_1 which expires on 51412011, and is not for resale. U (7G5324378) User Notes. u § 13.5 TESTS AND INSPECTIONS 13.5.1 Tests, inspections and approvals of portions of the Work shall be made as required by the Contract .......:..:. . Documents and by applicable laws, statutes, ordinances, codes, rules and regulations or lawful orders of public authorities. Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections and approvals with an independent testing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections and approvals. The Contractor shall give the Architect M. timely notice of when and where tests and inspections are to be made so that the .Architect may be present for such procedures. The Owner shall bear costs of (1) tests, inspections or approvals that do not become requirements until after bids are. received' or negotiations concluded, and (2) tests, inspections or approvals where building codes or M. applicable laws or regulations prohibit the Owner from delegating their cost to the Contractor. ms msmsmsmm . F .................. 13.5.2 If th' Architect '0' ar ublic authorities having jurisdiction determine that portions of the work require i P gJ P ms ms additional le:' M: zg, inspection: or approval not included under Section 13.5.1, the Architect will, upon written authorization fro' M tie Owner°,: instruct the Contractor to male arrangements for such additional testing, inspection fir: approval b an: accep'tiable to the Owner, and the Contractor shall give timely notice to the Architect of when and where tests and.ms ections are to be made s4 that c Architect may be present for such proce ures. Such casts} ekcept ag provided it Section 13.5.3, shall be at the Owner's expense. ms 3.5.3 If such procedures: for testing, inspection or approval udder Sections 13.5.1 and 13.5.2 reveal failure of the :. portions o tl ork. "ta c��.ipl :With requirements established by the Contract Documents, costs made necessary _- such fa Xur inch' dih those" frepeated procedures and compensation far the Architect's services an expenses som : ._shall be at the'Cantractor expense. mon f testing, inspection or approval shall, tin unless otherwise required e Contract '3.x,4e� d eaife cales o :.Documents, be secured -b the:; ntractoar and promptly delivered to the Architect. ms ... ........ 115.5- If the Architect 1s td observe tests, inspections or approvals required b the Contract Documents, e ..... . Architect: Will do so rom tl and, where racticable, at the normal lace of testing. ...P F y F F ....... ..... .13:5.6 7 sts or ills ectiob conducted pursuant to the Contract Documents shall be made promptly to avoid :. unreasonable dela rn the ark. y ::.:.:.:....::... .... . §.13.6. INTEREST... . Nyments: due` ai d unp d under the Contract Documents sha11 bear interest from the date payment is due at such rate as` the artier may.agree upon in writing or, in the absence thereof, at the legal rate prevailing from time to time at the lace where the Project is 10:: at:6d : § 13.7-TIME. LIMITS ON CLAIMS: The Owner and Contractor shall commence all claims and causes of action, whether in contract, tort, breach of warran ty or otherwise;. a aiin st the other ari sing out of or related to the Contract in accordance with the requirements of the final dispute resolution: method selected in the Agreement within the time period specified by applicable law, but iii any case not more th' 14�Years after the date of Substantial Completion of the work. The Owner and Contractor waive all clairxis an d causes of action not commenced in accordance with this Section 13.7. ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT 14.1 TERMINATION BY THE CONTRACTOR § 14.1.1 The Contractor may terminate the Contract if the work is stopped for a period of 30 consecutive days through no act or fault of the Contractor or a Subcontractor, Sub- subcontractor or their agents or employees or any other persons or entities perfornv.ng portions of the work under direct or indirect contract with the Contractor, for any of the following reasons: .1 Issuance of an oirder of a court or other public authority having jurisdiction that requires all work to be stopped; .2 An act of government, such as a declaration of national emergency that requires all work to be stopped; AIA Document A201 rm — 2007. Copyright 0 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1937, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Laver and International Treaties. Unauthorized S reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:39:44 on 05/1212010 under Order No.8476578680�1 which expires on 51412011, and is not for resale. User Notes: 7653243P8 .3 Because the Architect has not issued a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Section 9.4.1, or because the owner has not grade payment on a Certificate for Payment within the time stated in the Contract Documents; or .4 The owner has failed to furnish to the Contractor promptly, upon the contractor's request, reasonable evidence as required by Section 2.2.1. 1 4,'!.2 The Contractor may terminate the Contract if, through no act or fault of the Contractor or a Subcontractor, Sub- subcontractor or their agents or employees or any other persons or entities performing portions of the work under direct or indirect, contract with the Contractor, repeated suspensions, delays or interruptions of the entire Work by: the owner as described. in Section 14.3 constitute in the aggregate more than 100 percent of the total number of dam schedul6d. for eorxpletion, or 120 days in any 365 -day period, whichever is less. m.:. mommoms- 14A.3 If one: of thG reasons described in Section 14.1.1 or 14.1.2 exists, the Contractor may, upon seven days' tt notice t thy- vmcr and Architect, terminate the Contract and recover from the Owner payment for work ms ms. C ecuted iii hiding.. reasonable overhead and profit, costs incurred by reason of such termination, and damages. . if -the W6rk i8:'.'stpppbd fora period of 64 consecutive days through no act or au t o e antractor or a S. uboontxao oar ar_' -ffi r a ri s 6r employees or an other- persons performing portions of the work under contract ms with the Contractor because: the owner has repeatedly failed to fulfill the Owner's obligations under the Contract .. .... .... ....... ms I acu tie is :with res ect to matters imn ortant to the progress of the work, the Contractor may, upon seven additional on, ... P .....::......... F F g dais :: wrmtteh notico to: the Owner and the Architect, terminate. the Contract an recover from a Owner as prove mom: in Section: 14.1:3.: -ms -mommosommo.mom.m: .M. 14.2 TERMINATION BY:THE:. OWNER FOR CAUSE ..--- .. m. 14.2' .::The owner mad: trrirrate the Contract if the Contractor .'1: rep atedl xefusos supply enough or fails to su 1 h properly skilled workers or proper materials; .... .. . . :' fails: to: a ' :..a : ent to Subcontractors for materials or labor in accordance with e respective :... ........ . pre rri its:. �e cen e Contractor and the Subcontractors; .3 repeat d:T . :d sre ards applicable laws, statutes, ordinances, codes, rules an regulations, or lawful M. and r i f:a p ublic authority; or ... 01. :1 4 otherwise i hilty of substantial breach of a provision of the Contract Documents. ........... . 't4.. when'ai of the above reasns exist, the Owner, upon certification byte t1a Decision Maker at sufficient cause exists to usti such action may without prejudic& to any other rights or remedies o a Owner an - after grin the; Contractor and ihe'.Caritractor's surety, if any, seven days" written notice, terminate employment of mom- ....:::....:.: the Contractor a ` .air: sub, e d ct to any prior tights of the surety. .I Exclude the Contractor from the site and tape possession of all materials, equipment, tools, an construction:: ui n and machinery thereon owned the Contractor; cep' f assi mint o su contracts pursuant to Section ; an . gn.. .3 Finish: the work by whatever reasonable method the Owner may deem expedient. Upon written _.request. bf t ie: ontractor, the owner shall furnish to the Contractor a detailed accounting of the costs incurrred b .: ie0urner in finishing the word. 1 4.2.3 When :the Owner terminates the contract for one of the reasons stated in Section 14.2.1, the contractor shall not be entiied to`recexve further payment until the work is finfshed. § 1 4.2.4 If the 'unpaid balance of the Contract Sum exceeds costs of finishing the work, including compensation for the Architect's services and expenses made necessary thereby, and other damages incurred by the owner and not expressly waived, such excess shall be paid to the Contractor. If such costs and damages exceed the unpaid balance, the Contractor shall pay the difference to the owner. The amount to be paid to the Contractor or Owner, as the case may be; shall be. certified by the Initial Decision Maker, upon application, and this obligation for payment shall survive' termination of the Contract. §'14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE § 14.3.1 The owner may, without cause, order the Contractor in writing to suspend, delay or interrupt the work in whole or in part for such period of time as the owner may determine. AIA Document A201 TM — 2007. Copyright G 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1981, 1953, 1905, 1970, 1978, 1987, 1997 and 2007 by The American Init. institute of Architects. All rights reserved. WARNING: This Ate Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 36 reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09 ;39.44 on 0511212010 under Order No.8476578680�1 which expires ors 5/412011, and is not_for resale. User Notes: (785324378) § 143.2 The Contract Sum and Contract Time shall be adjusted for increases in the cost and time caused by suspension, delay or interruption as described in Section 14.3.1. Adjustment of the Contract Sum shall include profit. No adjustment shall be made to the extent .1 that performance is, was or would have been so suspended, delayed or interrupted by another cause for which the Contractor is responsible; or .2 that an equitable adjustment is made or denied under another provision of the Contract. 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE : ICU The Owner may, at any time, terminate the Contract for the Owner's convenience and without cause. E. x:'1.4.4.2 Upon: receipt of vwritten notice from the Owner of such ternruxation for the Owner's convenience, the .:....::.: ms contractor shall .1 ccas : operations as directed by the Owner in the notice; I take actions necessary, or that the Owner may direct, for the protection and preservation of the Work; and ms except for work directed to be performed prior to the effective date of termination stated in the notice., term ate all existing subcontracts and purchase orders an enter into no further s ubcontracts and; purchase orders. 14 4.: n ca's of :suc t rrriination for the owner's convenience, the Contractor shall be entitled to receive payment E. for work eeutd, :arid costs inurred by reason of such tern nation, along with reasonable overhead an profit on e. or not. execute . ms :- - : ARTICLE CLAIMS AND DISPUTES .. .... .. .. = :X5.1 CLAIMS:: .... ................ ................ 5.1.1 DEFINITION so payment o mono Claim : xs a deaaxid or assertion by e o the parties seeking, as a matter o right, y, or other .::.....:........: relief with -respect` to the ter ns of the Contract. The terra "Claitn" also includes other disputes an matters in Melon 'be't Teen, the 0vvt ir" nd Contractor arising out of or relating to the Contract. The responsibility to sabstaadate Clairri °.shall rest with the party making the Claim. ms §.:15.1.2 NOTICE OF CLAIMS: Churns b either the O er or Contractor must be initiated by written notice to the other party and to the Initial ms y ............ Recision Maker with di copy sent: to the rchitect, if the Architect is not serving as the Initial Decision Maker. Claims b either part : h!ust bb initiated within 21 days after occurrence oft the event givmg rise to such amx or within 21 days :aft.er the claimant first recognizes the condition giving rise to the a�n�, w 1c ever is ater. ........ ... . 15.1.3: ONT1h[U11 C CONTRACT PERFORMANCE i MANCE Pending final. aresolutxvn of a C�ain�� °e rcpt as otherwise agreed in writing or as provided in Section an Article 14;.the Contractor shall proceed diligently with performance of the Contract and the Owner shall continue to make payments in accordarice:' ith the Contract Documents. The Architect will prepare Change Orders and issue Certificates f6r Payment in accordance with the decisions of the Initial Decision Maker. 15.1.4 CLAIMS FOR ADDITIONAL COST If the Contractor wishes to mane a Claim for an increase in the Contract Sum, written notice as provided herein shall .. ..... .. . . be given before proceeding to execute the work. Prior notice is not required for Claims relating to an emergency endan erm life 'ox proper arising under Section 10.4. § 15.1.5. CLAIMS. FOR ADDITIONAL TIME 154 x.5.1 If the Contractor wishes to mare a Clain for an increase in the Contract Time, written notice as provided herein shall be given. The Contractor's Claim shall include an estimate of cost and of probable effect of delay on progress of the Nark. In the case of a continuing delay, only one Claim is necessary. 15.1.5.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time, could not have been reasonably anticipated and had an adverse effect on the scheduled construction. A] A Document A201-114-2007. Copyright � 1911,1015, 1913, � 925, 1937, 19 1, 1958, 19G1, 1963, 1 956, 1!370,1976,1987,1997 and 2007 by The American [nit. Institute of Architects. Aff rights reserved. WARNING: This Ale Document is protected by U,S. Copyright Law and [nternationaI Treaties. unauthorized 37 reproduction or distribution of this AlA� Document, or any portion of it, may result in severe civil and criminal penalties, and wilt be prosecuted to the maximum extent possible under the taw. This document was produced byAlA software at 09:39:44 on 0511212010 under Order No.8476578680 1 which expires on 51412011, and is not for resale_ User [dotes; �755324378� �J 15.1.6 CLAIMS FOR CONSEQUENTIAL DAMAGES The Contractor and Owner waive Claims against each other for consequential darnages arising out of or relating to this Contract. This mutual waiver includes .1 damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for Ions of management or employee productivity or of'the services of such persons; and .2 damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there, for losses of financing, business and reputation, and for loss of profit except anticipated profit arising directly from the work. -- This m.utmd waiver is: applicable, without limitation, to all consequential damages due to either party's termination = iii : accordance ;.nth Article . �-. bathing contained in this Section 5.1. shall be deemed to preclu a award of ms ............. :.:..:..:::.::::.:::::::::: liquidated damages, wh. e . applicable, in accordance with the requirements 0f the Contract Documents. .........::.. § 15.21NITIAL DECISION '_ 1 5.2.1 Claims, e 6ldding thos.e arising under Sections 10.3, 10.4, 11.3.x, and 11. 3. X U, shall be referred to the Initial - Decis on 'Maker f6r initial - decision. The Architect will serve as the Initial Decision Maker, unless otherwise ms indicated greenert:: Except for those Claims excluded by this Section 15.2.1, an initial decision shad be required' as a eotidition ore edent to mediation. of any Claim arising prior to the date final payment i due, unless 3 0 .... .. ..... da s Have passed after floe. Claim, has been referred to the Initial Decision Maker with no decision having been rendered. Unless the: Init al: Decision baker and all affected parties agree, the Initial Decision Maker w not decide ms di: utes !teen the Cantraetor: and persons or entities other an a Owner. - 15.. The Ixri a Dec�isio I °: Maker will review Claims and within ten. days a e receipt o a aun a one or ztoz'e: Q: the f1lovin actions (1} request additional supporting data from the claimant or a res once with supporting ......:.:: . g: FF g F data :ft the 'other .:. : - (2) .re .ect the Claim in whole or in art, (3) approve the Claim, suggest a compromise, .... Fes` . .� F p gg or (5.): ad�ns the' parties that th:e Initial Decision Maker is unable to resolve the Claim if the Initial Decision Maker lacks' :sufficient � i form to evaluate the merits of the Claim or if the Initial Decision Maker concludes that, in e mon. Ixiitia Deci: ion Mak...... s sole discretion it would be ina ro riate for the Initial Decision Maker to reso vet the Claim:::- FF p 15.23 k eva at Ia irr> s the Initial- Decision Maker ma but shall not be obligated to, consult with or seek ........ .... . in- matron f�ro�rn eit�i�r party or �rdm persarrs with special knew ledge or expertise who may as�lst a its Decisi n Maker in rendering a.declslau.:The Initial Decision Maker may request the Owner to authorize retention of s uch person at. th :.e : Winer s expense. 'I.. If the Initial Decision 11rIa1er re uests a art to provide a response to a Claim or to furnish additional supprtg -dada, such party s... respond; within ten days after receipt o such request, an s a either provide a response..on.the requested supparti i data, (2) advise the In.idal Decision Maker when the response or supporting data. will be furnished .or (3) advise the Initial Decision Maher that no supporting data will be furnished. Upon receipt. of the iesponse or supporting data, if any, We Initial Decision Maker will either reject or approve the %-,IWM in whole or in part.. . § 15.2.5 The Initial Decision Maker will render an initial decision approving or rejecting the Claim, or indicating that the Initial Decision Faker is unable to resolve the Claim.. This initial decision shall (1) be in writing; (2) state the reasons therefor; and (3) notify the parties and the Architect, if the Architect is not serving as the Initial Decision Maker, of any change m' the Contract Sum or Contract Time or both. The initial decision shall be final and binding on the parties but subject to mediation and, if the parties fail to resolve their dispute through mediation, to binding dispute resolution. 152.5 Either party may file for mediation of are initial decision at any time, subject to the terms of Section 15.2.6.1. § 1 5.2.6.1 Either party may, within 30 days from the date of an initial decision, demand in writing that the other party file for mediation within 60 days of the initial decision.. If such a demand is made and the party receiving the demand fails to file for mediation within the time required, then bath parties waive their rights to mediate or pursue binding dispute resolution proceedings with .respect to the initial decision. AIA Document A201 Tm — 2047. Copyright Q 1911, 1915, 1918, 1925, 1937, 1951, 1953, 1961, 1983, 1066, 1970, 1970, 1987, 1 997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This Ale document is protected by I.I.S. Copyright Law and International Treaties. Unauthorized 8 reproduction or distribution of this AIA Document, o any portion of it, m ay result in severe civil and criminal penalties, and will be prosecuted to tha maAmum extent poss1b[a under the Iaw. This document was produced by AIA software at 09.39~44 on 05/1212019 under Order No. 8476578680 1 which a xpi res on 51412311, and i s not for resa! e. U (7fi53243i8} User Notes: ■ moms.—mm ms ms [l 1 5.2.7 In the event of a Claim agai r 1 AIA Document A201Tm - 2007. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1561, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Snit. institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 40 reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:39.44 on 05 112!2010 under Order No_8476578680_1 which expires on 514/2011, and is not for resale, User Notes: (765324378) Additions and Deletions Report for AIA 0 Document A201 T'" —2007 This Additions and Deletions Report, as defined on page 1 of the associated document, reproduces below all text the author has added to the standard form AIA document in order to complete it, as well as any text the author may have added to or deleted from the original AIA text. Added text is shown underlined. Deleted text is indicated with a horizontal line through the original AIA text. Note: This Additions and Deletions Report is provided for information purposes only and is not incorporated into or constitute any part of the associated AIA document. This Additions and Deletions Report and its associated document were generated simultaneously by AIA software at 09:3 9:44 on 0 5/ 1212D1 D. PAGE I CCAA USIA Mar�ufacttiring Building.-. Immokalee Airport Ir mokalee, Florida (Name and address) Collier County Airport Authority 2005 Mainsail Dave, Suite 1 Naples, FL . 34' 114 (Warne and address) 0: Grady_ Minor_ &_ ssociates,.P A., Subchapter S Corporation 3800 Via Del Rey Bonita_..Sprinj�s,.FL 34134 Additions and Deletions Report for AIA Document A201Tm - 2007, Copyrights 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1983, 1966, 1970, 1975, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved_ VVARt~.l NG' , T:)ls Aft., Document is p:-otected by U.S, Copyright Law and 1 inIernation iI Trew,1Ps. Unau €horized repro dusl!on ar dism biio} of -1,h is Ale Dowument, or arty on of at, may re�u €t in severe cfv €I and icrim real cad Villit be, prusoculLlld is the rr 1xiMUrn exle nt pos, ,sibie, €ender tba ;-aY -. This document was produced by AIA software at 09:39:44 on 9511212914 under Order No.8470578630 1 which expires an 51412011, and is not for resale. User Notes: M (765324378) Ceilification of Document's Authenticity AIAg Documenf D407T"' -2003 RD Instruction 1942 -A Guide 27 Attachment 4 Page 1 ATTACHMENT TO AI,A. DOCUMENT A201 -199-1 f General Conditions of the Contract for Construction The provisions of - this Attachment shall delete, modify and supplement the provisions contained in the "General Conditions of the Contract for Construction." AIA Document A201 -1997 Edition.. The provisions contained !in this Attachment will supersede any conflicting' provisions of the AIA Document. -The term "Agency," as used in this Attachment, shall mean the United States of America, acting-through the United States Department of Agriculture. ARTICLE 1, GENERAL PROVISICNS 1.2 Add the following subparagraph to paragraph 1.2: 1.2.4 Concurrence in the Contract by the Agency is required before the contract is effective. .ARTICLE 2. OWNER 2.2.5 Delete subparagraph 2.2.5 and substitute the following: 2.2.5 The Contractor will be furnished, free of charge, copies of the Drawings and Project Manuals necessary for execution of the Work. Additional copies will be available Prom the Architect-at the cost of reproduction and handling. .ARTICLE 4. ADMINISTRATION OF THE CONTRACT 4.1.1 Delete the last sentence of subparagraph 4.1,1 and substitute the following: The term "Architect" means the Architect, or the Engineer when the mature of the Work is within the authority granted engineers by the State licensure law, or an authorized representative of the architect or Engineer. 4.2.12 Delete the words "'and will not be liable for results of interpretations or decisions so rendered in good faith" in the last sentence of'snbparagraph 4.2.12. 4.4.5 Add after the wore ""but"" the words "may be" in the second sentence of subparagraph 4.4.5. (08-26 -98) PN 296 ■� RD Instruct 'Ion 1942 -A Guide 27 Attachment 4 Page 3 7.2.1 Delete subparagraph 7.2.1 and substitute the following: 7.2.1 A change order is a written order to the Contractor utilizing Form RD 1924-7. "Contract Change Order, signed by the Owner, Architect, Contractor, and the Agency representative. It is issued after the execution of the Contract, authorizing a change in the Work or an adjustment- in the Contract Sure or the Contract Time. The Contract Sun and the Contract Time may be changed only by Change Order. The Contractor's signing of the change order indicates complete agreement therein. When the Contract Sum is based on unit price, a unit bid quantity may be increased cr decreased by a maximum of twenty percent (20%) without invalidating the unit price. 7.3.1 Add the following sentence to subparagraph 7.3.1. A Construction Change Directive may be used only for a change in response to an emergency, as described in Paragraph 10.6. 7.3.3 Delete subparagraph 7.3.3. 7.3.4 Delete subparagraph 7.3.4. 7.3.6 Delete Subparagraph 7.3.6. ARTICLE 8, TIME 8.2 Add the following subparagraph to paragraph 8.2; 8.2.4 The,Notice to Proceed shall be issued within twenty (20) calendar v days of the execution of the Agreement by the Owner. Should there be reasons why the Notice to Proceed cannot be issued within such period, the time may be- extended by mutual agreement of the Owner and Contractor, with the concurrence of the Agency. If the Notice to Proceed has not been issued within the twenty ( 2 0 ) calendar day period or within the period mutually agreed, the Contractor may terminate the Agreeznent without further liability on the part of either party. 8.3 Add the following subparagraph to paragraph 8.3: 8.3,.4 As outlined in article 3 of the Agreement, the Contractor agrees to pay liquidated damages to the Owner for each calendar day the Contractor shall be in default. (08-26-98) PN 296 FAD Instruction 1942-A Guide 27 Attachment 4 Page 4 ARTICLE 9, PAYMENTS AND COMPLETION 9.3.1.1 Add the following sentence to clause 9.3.1.1: Work performed and materials supplied under a Change Order may be included i for payment only after the Change Order has - been approved by all appropriate parties, including the Agency. 9.4.1 Replace the word "seven" with the word "ten (10) " in the first sentence; and add the words, "using A.IA Documents 7021 'Application and Certificate for Payment' or Form RD 1924 -18, 'Partial Payment Estimate',," after "Certificate for Payment" in Subparagraph 9.4.1. 9.6 Add the following subparagraph to paragraph 9.6: "ill that deplete the retainage, nor 9.6.8 No progress payments w be made place in escrow any funds that are required for retainage, nor invest the retainage for the benefit of the Contractor- 9.7.1 Replace the word. "seven "' with the word "ten (10)" in the first sentence, second and third lines of subparagraph 9.7.1. 9.8.4 Add the words ", in collaboration with the Agency Architect or aft'er ' "prepare" In the first sentence of subparagraph � Engineer," ' 9.8.4. 9.8.5 el ete subparagraph 9.8.5 and substitute the following: 9.8.5 When the Work has been substantially completed, except for the Work which cannot be completed because of weather conditions, lack of, materials the Owner, are valid reasons for - or other reasons, which, in the judgment of non-- completion, the Owner may make additional payments, retaining at all times an amount sufficient to cover the estimated cost of the Work still to be { completed . � I RD Instruction 1942 -A Guide 2? Attachment 4 Page 5 9.9.1 Delete subparagraph 9.9.1 and substitute the foil.owing: 9.9.1 The Contractor agrees to the use and occupancy at a portion or unit of the Project before formal acceptance by the owner under the following_ conditions: 9.9.1.1 A Certificate of Substantial Completion shall be prepared and executed as provided in subparagraph 9.8.41 except that when, in the opinion of the Architect, the Contractor is chargeable with unwarranted delay in completing the work or the Contract requirements, the signature of the Contractor will not be required. The Certificate of Substantial Completion shall be accompanied by copies of Contractor" s insurance policies, written endorsements of the Contractor's insurance carrier, and the surety pe=itting occupancy by the owner during the remaining period of the Project Work. Occupancy and use by the Owner shall not commence until authorized by public authorities having jurisdiction over the work. 9.9.1.2 Occupancy by the Owner shall not be construed by the Contractor as being an acceptance of that part of the Project to be occupied. 9.9.1.3 the Contractor shall not be held responsible for any damage to the occupied part of the Project resulting from the Owner', occupancy; 9.9.1.4 Occupancy by the Owner shall not be deemed to constitute a waiver of existing. claims in behalf of the Owner or Contractor against each other. 9.9.1.5 If the Project consists of more . than one building, and one of the buiidings is to be occupied, the Owner, prior to occupancy of that building, shall secure permanent property insurance on the building to be occupied and necessary permits which may be required for use and occupancy. 9.9.2 Delete subparagraph 9.9.2 and substitute the following: 9.9.2 With the exception of clause 9.9.1.5, use and occupancy by the Owner prior to,Project acceptance does not relieve the Contractor of the responsibility to maintain all insurance and bonds required of -the Contractor under the Contract Documents until the Project is completed and accepted by the Owner. 9.9.3 Delete subparagraph 9.9.3. (08-26-98). . PN 296 RD Instruction 1942 -A ' Guide 27 ' Attachment 4 'age 6 9.10.2 Delete the second and third sentence$ of subparagraph 9.10.2. ARTICLE lit INSURANCE AND BONDS 11.1.2 Replace the words "the Contract Documents" with the words i`subparagraph 11.1.4 of the Attachment to the Federal Supplementary Conditions of the Contract for Construction" in the first sentence of subparagraph 11.1.2. 11.4.2 Replace the ward "Owner" with "Contractor" in the first sentence of subparagraph 11.4.2. 11.4.3 Delete the last sentence in subparagraph 11.4.3. 11.4.5 Delete subparagraph 11.4.5. 11.4.7 Delete subparagraph 11.4.7. 11.5.1 Delete subparagraph-11.5.1 and substitute the following 11.5.1 The Contractor shall furnish. the Owner Bonds covering faithful performance of the Contract and payment of obligations arising thereunder within ten ( l0 ) calendar days after receipt of the Notice of Award. The surety company executing the Bands must halal a certificate of authority as an acceptable surety on Federal Bonds as listed in Treasury Circular 570, as amended., and be authorized to transact business in the State whence the Project is located. The Bonds (usl.nq the farms included in the Bidding Documents) shall each be equal to the amount of the Contract Sum. The cost of these Bands shall be included in the Contract Sure. 11.5.1.1 The Contractor shall require the attorney -in- --fact who executes the required Bonds on behalf of the surety to affix thereto a certified and cuxrent power of attorney-. 11.5.1.2 If at anytime a surety on any such Bond is declared bankrupt or loses its right to do business in the State in which the Work is to be performed or is removed from the list of surety' companies accepted on Federal Bonds, the Contractor- shall within ten ( 10 ) calendar days after notice from the Owner to do so, substitute an acceptable Bond in such form and sum and signed by such other surety or sureties as may be satisfactory to the Owner. The premiums of such Bond shall be paid by the Contractor. No further payment shall be deemed due nor shall be made unti the" new surety or sureties shall have furnished an acceptable Bond to the Owner. .1 Fj RD Instruction 1942 -A Guide 27 Attachment 4 Page 7 A-RTICLE 13, MISCELIjANEOUS PROVISIONS 13.5 Add the followinq subparagraph to Paragraph 13.5: 13.5,7 The Contractor shall reimburse the Owner for services provided by the Architect in connection with evaluating substitutions proposed by the contractor and making -subsequent revisions to Drawings, Specifications and other documentation resulting there from. 13 Add the following paragraphs to article 13: 13-B EQUAL OPPORTUNITY REQUIREMENTS Non - discrimination in Employment by Federally Assisted Construction Contractors, by Executive Order 11246. 13.8.1 This section summarizes Executive Order 11246t as amended, which prohibits employment discrimination and requires employers holding non- exempt Federal contracts and subcontracts and federally- assisted c-onstruction•' contracts ' acid ' 8tbccntracts in excess of X10,000 to take affirmative action to ensure equal employment opportunity without regard , to race, color, religion, sex, or national origin. The Executive Order requires, as a condition for the any federally assisted l. construction contract, that the applicant incorporate nondiscrimination and affirmative action clauses into its aon- exempt federally assisted construction contracts. 13.8.2 Executive Order 11246, as amended, is administered and enforced by the Office of Federal. Contract Compliance Programs (OFCCP) , an agency in the U.S. Department of Labor's Employment Standards Administration. OFCCP has issued reguiations at 41 C.F.R. chapter 60 implementing the Executive Order. The regulations at 41 C.F.R. part 60 -4 establish the procedures which the Agency, as an administering agency, gust follow-when making grants, contracts, loans, insurance or guarantees involving federally assisted construction whl.ch is not exempt from the requirements of Executive Order 11246. The regulations which apply to Federal or federally assisted construction contractors also are published at 41 C.F.R. part 60 -4. (QB- -26 -98) PN 296 RD Instruction 1942-A C�ui,d.e 27 Attachment 4 Page 8 13.8.3 OFCCP has established numerical goals for minority and female utilization in construction work. The goals are expressed in percentage terns for the contractor's aggregate workforce in each trade. OFCCP has set goals for minority utilization based orf the percentage of minorities in the civilian labor force in the relevant area. There is a single nationwide goal. of 6.9 percent for utilization of women. The goals apply to all construction work-in the covered geographic area, whether or not it is federal, federally assisted or non-federal.. A notice advises bidders of the applicable goals for the area where the project is to be located. 13.8.4 Application. This section applies to all of a construction contractor's or subcontractor's employees who are engaged in on-site construction including those construction employees who work on a non Federal or non - Federally assisted construction 9-ite. 13.8.4.1 Agency officials will notify the appropriate Regional. Director of OFCCP that an Agency .financed construction contract has been awarded, and that the equal opportunity clauses are included in the contract documents. 13.8.4-.2 The Regional, Director, OFCCP -DOLF will enforce the non- discrimination requirements of Executive Order 11246. 13.8.5 The prospective contractor or subcontractor must comply with the Immigration Reform a .nd Control Act of 1986 by completing and retaining Farm 1 -9, "Employment Eligibility Verification," for employees hired. This farm is available from the Immigration and Naturalization Service, and Department of Justice. 13.8.6 The prospective contractor or subcontractor must submit Form RD 440- ---5, "Compliance Statement," to the applicant and an Agency official a.s part of the laid packager prior to any contract bid negotiations and comply with the Executive Order 11246 as stated in the contract documents. 13.9 STATUTES 13.9.1 The contractor and each subcontractor shall comply with the following statutes (axed the regulations issued pursuant thereto, which are incorporated herein by reference): 13.9.1.1 Clean Air Act ( 42 U.S.C. 741.4) , section 114, and the Water Pollution Control Act (33 U.S.C. 1813 )r section 308. Under Executive Order 11738 and Environmental_ Protection Agency (EPA) regulation's 40 C.F.R. part 15, all Contracts in excess of $100,000 are required to comply with these Acts. The Acts require the Contractor to: ' i I� RD Instruction 1942 -A Guide 27 Attachrnen.t 4 Page 9 13.9.1.1.1 Notify- th-e Owner of the receipt of any communication from EPA indicating that a facility to be utilized in the performance of the Contract is under consideration to be listed on the EPA list of Violating Facilities., 13.9.1.1.2 Certify that any facility to be utilized in the performance of any nonexempt contractor or subcontractor is not listed on the EPA list of Violating Facilities as of the date of the Contract Award. 13.9.1..1.3 Include o ' r cause to be included the above criteria and requirements of clauses 13.9.1.1.1 and 13.9.1.1.2 in every nonexempt Subcontract, and that the Contractor will take such actions as the Agency may direct-as a means of enforcing such provisions. 13.9.1.2 Restr.iction.s on Lobbying (Public Law 101-121, section 319) as supplemented by Department of Agriculture regulations (7 C.F.R. part 3018). This Law applies to the recipients of. contracts and subcontracts that exceed $16 0; 000 at any tier under a Federal loan that exceeds $150,000 or a Federal grant that exceeds $100,000. If applicable{ the Contractor must complete a certification farm on lobbying activities related to a specific Federal loan or grant - that -'is a funding source for- this Contract. The certification and disclosure:- -farms shall be "provided by the Owner. 13.9.1.3 Copeland Anti - Kickback Act (18 U.S.C, 874) as supplemented in Department of Tabor regulations { 29 C. F. R. part 31 . This Act provides -that each Contractor shall be prohibited from inducing, by any means, any person in connection with the construction to give up any part of the compensation to which the person is otherwise entitled. 13.10 -RECORDS 13.10.1 If the Contract is based on a negotiated Bid, the owner, the United States Department of Agriculture, the Compt_t�oll.er General of the united States, or any of'their duly authorized representatives, shall have access to any books, documents, papers, and records of the Contractor which are directly pertinent to a specific Federal loan program for the purpose of raking audit, examination, excerpts, and transcriptions. The Contractor shall maintain records for at Least three years after the Owner makes final payment and all other pending Matters are closed. (08-- 26 -98) Phi 296 RD Instruction 1942 -A Guide 27 Attachment 4 Page 10 13.11 ENVIRONMENTAL REQUIREMENTS 13.11.1 Mitigation Measures - The contractor shall comply with applicable mitigation measures established in the environmental assessment for the project. These may be obtained from the Agency representative. 13.11.2 Endangered. Species - The Contractor shall comply with the Endangered Species Act. Should any evidence of the presence of endangered or threatened species or their critical habitat be brought to the attention of the Contractor, the Contractor will immediately report this evidence to the Architect and the Agency representative. Construction shall be temporarily halted pending the notification process and further directions issued by the Agency after consultation with the U.S. Fish and - Wildlife Service. 13-11.3 The Contractor, when constructing a Project involving trenching, excavating, or other earth moving activity, shall comply with the following environmental constraints 13.11.3.1 Historic Preservation - Any excavation or other earth moving activity by the Contractor that uncaEvers . a historical or archaeological.. _ artifact shall be immediately reported to the Architect and the Agency representative . Construction shall be temporarily halted pending the notification process and further directions issued by the Agency after consultation with the State Historic Preservation Officer or other appropriate historic preservation official. 13.11 .3.2 Human Remains and Cultural Items - Any excavation or other earth moving activity by the Contractor that uncovers human remains or cultural, items shall be immediately reported to the Architect and the Agency representative. Construction shall be temporarily halted pending the notification process and further directions issued by the Agency after consultation with the appropriate authorities. 13.11.3.3 Paleontology - Any excavation or other earth moving activity by the Contractor that uncovers a fossil or other pal.eontolog.ical materials that may have scientific significance shall be immediately reported to the Architect and the Agency representative. Construction shall be temporarily halted pending the notification process and further directions issued by the Agency after consultation with appropriate authorities. RD Instruction 1942 --A Guide 27 Attachment 4 Pace 11 13.11.3.4 wetlands - The Contractor, when disposing of excess, spoilt or other construction materials on public or private property, will not fill in wetlands. 13.11.3.5 Fl.00dplains - The Contractor, when disposing of excess, spoil., or other construction materials on public or private property, will not fill. in 100 -gear floodplain areas delineated-on the latest Federal Emergency Management Administration floodpl.ain maps. 13.11.4 Lead -Based Paint - The Contractor and Owner shall comply with applicable Agency requirements of the Lead -Based Paint Poisoning Prevention Act, as amended (42 U.S.C. 4821 et seq. ), and the Residential. Lead -Based Paint Hazard Reduction Act of 1992 (42 U.S.C'. 4851 et seq.) for rehabilitation work on residential. property built prior to 1978. 13.12 DEBARMENT AND SUSPENSION 13.12.1 The Contractor shall comply with the requirements of 7 C.F.R. part 3017, which pertains to the debarment or suspension of a. person from participating -in- a- Federal program or - activity. .1. (08-26-98). PN 296 US. DEPARTMENT OF AGRICULTURE Certification ardin Debarment, Sus enslon, Ineligibility and Voluntary Exclusion - Lower Tier uovered Transactions This certification is required by the regulations implementing Executive Order 12549, Debarment and Suspension, 7 CFR Part 3017, Section 3017.510, Participants' responsibilities. The regulations were published as Part IV of the January 30, 1989, F (pages 4722 - 4733). Copies of the regulations may be obtained by contacting the Department of Agriculture agency with which this transaction originated. (BEFORE COMPLETING CERTIFICATIONS READ INSTRUCTIONS ON REVERSE) (i) The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. (2) inhere the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. . W'-Imnn i CCAAZQaQL M n f u ing Buildin rga�ni�ati�n Name PRJAward Number or P�roJect Name Inlmokalee Airport r r Name(s) and Title(s) of Authorized Representadve(s) signature(s) Date Form AD -1045 Qi92} RD Instruction 1940 -Q Exhibit A-1 CERTIFICATION FOR CONTRACTS GRANTS AND LOANS The unde -rsigned certifies, to the best of his or her knowledge and belief, that: 1. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to an y person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant or Federal, loan, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant or loan. �i l I Ld (title) w, --:X fd e} (08- 21-91) PIS 171 2. If any funds other than Federal appropriated funds have been paid or wi11 be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection W*th this Federal contract, grant or loan, the undersigned shall complete and submit Standa.a d Form - LW, "Disclosure of Lobbying Activities," in accordance with its instructions. I , 3. The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including contracts, subcontracts, and subgrants under grants and loans) and that all suhrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and, not more than $100,,000 for each such failure. �i l I Ld (title) w, --:X fd e} (08- 21-91) PIS 171 LAI t Florida RD'S Bulletin 1780 -27 Wage 1 WORN STATEMENT UNDER SECTION 257.133(3)(a), FLORIDA STATUT ON PUBLIC ENTITY CRIMES THIS FORT MUST BE SIGNED IN THE PRESENCE OF A. NOTARY PUBIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS. This sworn statement is submitted with Bid, Proposal or Contract No. for u.r. i� n R i l rl i n cr — T rnmo _ a _ T - nr.L... _ This sworn Statement is submitted by DeAngelis Diamond (!onst,ruction,, Tnc._- _,._,..,_�. (name of entity submitting sworn statement) -- whose business address is 6 635 willow Park Drive, Naples, FL 34109 and (if applicable) its Federal Employer Identification Number (FEIN) is 6 5 0 6a4-4-2 6 (If the entity has no FEIN, include the Social Security Numbcx of the individual signing this ware statement: r N My name is _ and mfr relaticnsbip to the entity (Please print name of individual signing) named above is I understand that a "public entity crime" as defined in Paragraph 8 7.13 3 (1 )(g),_Florida Statutes. means a violation of any State or Federal lain by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision or any other State or with the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an "agenQy or political subdivision of any other State or of the Urdted States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. I understand that "co nvicted" or "convi ctloW` as defn.xed 4-1 Paragraph 2 8 7,133 (1) (b), Florida - Statutes means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any Federal or State trial court of record relating to charges brought by indictment or information after July L 1989, a result of a jury verdict, non juror trial, or entry of a plea of guilty or nclo contcmdere. I under stand that an "affiliate" as defined in Fatagraplr 287,133(])(a), Florida Statutes, means: I . A predecessor or successor of a person convicted of a public entity crime: or 2. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The terra "affliliate" includes those officers, directors, executives, partners, shareholders, employees, mcrnbers, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. Florida RUS Bulletin 17$0 -27 Page 2 I understand that a "person" defined in Paragraph 2 87.133(1)(e), Flprida Statutes, means any natural person or entity organized under the lags of any state or of the United State with the legal power to eater into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with public entity. The term "persoif' includes those officers, director, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. Based on inforination and belief, the statement which l have maned below is tme in relation to the entity submitting this sworn statement. (Please indicate which statement applies) Neither the entity submitting this sworn statement, nor any officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, nor any affiliate of the entity have been charged with and convicted of a public entity cringe subsequent to July 1, 1989. The entity submitting this sworn statement or one or more of the officers, directors, executives, paruiers, shareholders, employees, members, or agents who are active in management of the entity, nor any affiliate of the entity have been charged with and convicted of a public entity crime subsequent to July 1, 1989. AND (Please indicate which additional statement applies) There has been a preceding concerning the conviction before a hearing officer of the State of Florida, Division of Administration fearing. The final order entered by tho heating officer did not place the person or affiliate on thiE� convicted vendor list. (Please attach a copy of the final order) The person or affiliate was placed on the convicted vendor list There has been a subsequent proceeding before a hearing officer of the State of Florida, Division of Administrative Hearings. The final order entered by the hearing officer determined that it was the public interest to remove the person or affiliate from. the convicted vendor list. (Please attach a copy of the final order) The person or affiliate has not been placed on the convicted vendor list. (please -desc ' e any action to n by or pending with the Department of General Services) (signature) Date: _ STATE OF: - - C. PERSONALLY APPEARED BEFORE ME, the undersigned authority, f Who after first being sworn by me} affixed his/her signature (name of individual signing the space provided above on this day of A 2 Commission Expires: NOT AR L *„ii111yf RM GREGORY •'' -6 5 My COMMISSION # � 5 71 ' T EXPIRES: August 10 ' r}' • • k underwrilers Bonded Thtu No" Pubfic rUM1V1tArrret.jvr-u ilBNO.0575- 2 Form 1D 1924-7 ORDER DER NO. (Rev. 2,97) UNITED STATES DEPA•rMErtT OF AGRTCULTURF RURAL DEVELOPMENT AND DATE FARM SERVICE AGENCY CONTRACT CHANGE ORDER STATE To (Con rractor) You are hereby requested to comply with the following changes From the contract plans and specifications: Description of Changes DECREASE INCREASE (Supplemental Plans and Specifications Attached)-__ in Contract Price in Contract Mice TOTALS [$ - NET CHANGE IN CONTRACT PRICE 1$ JUST CATION: The amount of the Contract will be (Decreases[) (increased) By The Sum Of Dollars {$ -�� - - -• -� ) The Contract Toil including this and previous Change Orders Will Be: dollars $ ). The Contract Pcriod Provided for Completion Wilt Be (Increased) (Decreased) (Unchanged): Days. This document will become a supplement to the contract and all provisions will apply hereto_ equ es ied - - -- {Drrer ({dale) Recommended (Owner's ArchiiectlEngi4eer) (Date) Accepted 'or, [roof {Da(e) Approved by Agen cy - - - - -- _ (Name and Title) (Date) According to rite Paperwork Reduction Act of 1995, an agency may not conduct or Vuawr, anti u {mmn es noi nwu& -ed to mWantd ro a collection of rafonw0arr unksr it d#lays a toa d 0,40 can ! hurry# -r, The Whd 0A c011rmI =Vn er for AU i,tfomodon collection is 0375-01042. Ae ttw r4n7Wrcd ro is atirw1& -1 to L,�aga 15 r�ut,ee[:� per re- partse, including the time for revi'rkng insOerioas, searching existing data sowmes, Vfherimg and rnainLining tine data rrcaded, and completing and rr�i"ing the collection of informaei0n- OPIMNAL430 oVI ER'S CASE- MLI)ER d COPY - CONTRAC'OR [I COPY-BORROWER POSMO NO Form RIB 1924 -7 (Rear. 2-97) 1 According to the Papetwork ReducXron Pict of 1993, no persons are required to respond to a coticcKDA Of inOrmatiOn unle37s U dUplays a valid OMB control number. The valid t)W wnlrof n=,ber f r this informaho n collection is 0575 -00V. Th e time rep ired ro eomplele Haig firrrarmalian coifection is estimaied to average 3U rr mutes per response, inc)uding the throe for reviewing insotwet onsF. sea rcAing exisring data sources. gathering and maim raining the data needed, and complaing arad reviewing flee colfeccion of information. r-ti rti it ^ h ■ i rs f7% _ _ _ r in tuLi I 1 0 krkGY. u -7 1) FORM APPROVED OMB V0, 0575-0042 CONTRACT NO. RD 1 924 -18 UNITED STATU DEPARTMENT OF AGRICULTURE 6 -97) RU RAL DF- VELOPMENT PARTIAL PAYMENT ESTIMATE NO. FARM SERVICE AGENCY F(R�ev- PAR'T'IAL PAYMENT E '� IMAT PACE ER: CONTRACTOR: PERIOD OF ESTIMATE FROM TO CONTRACT CHANGE ODDER SUMMARY ESTIMATE Agency Approval Amount 1 _ �dglr�at contract -- . . .. . ..... . ... . . .. �.,..T. No. Date Additions Deductions - - -_ 2. -- 3. Revised Contract (1 + 2) ......... , .. ... --.- 4. Work Completed* .. . ....... . ...... 5. Stored Materials. ................. 6. Subtotal (4 + ) ...... - - . _ .... , 7. Retainage* ........ ... _ ........... - $. Previous Payments ............. 9. Amount Due (6-7-8) ............. . . _.._._�.....,....... r � _ TOTALS ww- * Detailed breakdown attached NET CHANGE CONTRACT TIME Original (days) - -- Revised .� __..�.�_^____�___ _� On Schedule ❑ Yes Starting Date 'Remaining m_ ��_��..� ❑ No Protected Completion ARCHITECT OR ENGINEER'S CERTIFIGATION: CONTRACTOR'S CERTIFICATION: The undersigned certifies that the work has been carefully The undersigned Contractor certifies that to the best of their inspected and to the Kest of their knowledge and belief, the knowledge, infon-nation and belief the work covered by this quantities shown its this estimate are correct and the work has payment estimate has been completed in accordance with been performed in accordance'►pith the contract documents. the contract documents, that all amounts have been paid by the contractor for work for wh" previous payment estimates was issued and payments reoeived from the owner, and that current payment shown herein is now due - Architect or Engineer_ Contractor— ,_...� By By Date Date ACCEPTED BY AGENCY: The review and acceptance of this es5mate does not attest to APPROVED BY OWNER: the correctness of the quantities shown or that the work has been performed in accordance Frith the contract documents. Owner By By Title., Date R �. -- - - - - - - -- - - -, - - -- - - - - -- _� Date According to the Papetwork ReducXron Pict of 1993, no persons are required to respond to a coticcKDA Of inOrmatiOn unle37s U dUplays a valid OMB control number. The valid t)W wnlrof n=,ber f r this informaho n collection is 0575 -00V. Th e time rep ired ro eomplele Haig firrrarmalian coifection is estimaied to average 3U rr mutes per response, inc)uding the throe for reviewing insotwet onsF. sea rcAing exisring data sources. gathering and maim raining the data needed, and complaing arad reviewing flee colfeccion of information. r-ti rti it ^ h ■ i rs f7% _ _ _ r in tuLi I 1 0 krkGY. u -7 1) ' N r N 'O ti 1 � d V O Nib, t D .4= U C ) 0 W " no � 0 P 3 a iR ;E :z 0 OL W 0 C) .L < CL C] (-] a. 9 A� cu t O w 0 ii 0 r� Q L t Z H W la-M I.W NCO C) JZ en Cat Q 0) -,0 cd A- 6E Q C) L C Q U �C r- 4� -� D � tn• -C 0 4 � E C) 1-4 � 0c0 o r-: , i 0 tq + o r 4 _ 4 Ed 0 '�''"O �� tj �. 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D wt... rti .S2 E= N � � r r Z '0 0 C '' o >, CO 6 z 0 Ll C C kt-° ccr DOW a � o m M �u M Y 0 Wn M1yYy..�J�� Sly C 7✓J l z 4D rwwca CA E .i. ar D o w '�i r� t--q C) LLI C) -7� o z a. i U) 0 0 H H F— 1.�1 a 0 /! Cd 0 C4 Cd cd 'Cd C z 0 n � C cs ° � v ::I bo 0 •� P-4 0 U T" .Q L CCV V O co 0 CD cis 4Z •� L�3 7 CL p cc CIL Av . o CD 40 D � O � � D � Q CD r irk a) 0 C3 OZ <' CM ► " ,5 co W :6 C� � D C- 3 CD E CL '0 c C r� C) 0 r � � IE c in s E my 0 5 4i Florida Instruction 1942-A Guide 24 Page 1 ' EQUAL EMPLOYMENT OPPORTUNITY IN FEDERALLY ASSISTED CONSTRUCTION CONTRACTS EXECUTIVE ORDER NO. 1124 Paragraph 1942.18 (n) (4) of RD Instruction 1942 -A provides that all contracts in excess of $10,000 shall ' include provisions for compliance with Executive Order No. 11246. Paragraph 1909.205 (b) (2)(I) of RD Instruction 1901 -E reiterates this requirement and further provides that the contracts will contain the required "Standard federal Equal Employment Opportunity Construction Contract Specifications goals and timetables as set forth in Exhibit D of RD Instn.iction 1901 -E and an Equal Opportunity Clause. As Exhibit D of RD Instruction 1991 -E is obsolete the attached goals and timetables shown in the attachment to this AN will be included in all construction contracts in excess of $10,000. These may be locally reproduced as needed to supply your needs. The Equal Opportunity Clause required by RD Instruction 1942-A and 1991 -E, is included in Gulde 18, Rural Development Supplemental General Conditions to RD Instruction 1942 -A and must be included in all contract documents. Two other Important responsibilities we have regarding EEG in construction contracts are as follows: 1. During the preconstruction conference the contractor will be furnished a copy of the attached list which shows the area office for the Office of Federal Contract Compliance Programs (OFCCP) USDA Department of Labor_ The contractor will be advised to contact the applicable area office to receive technical assistance regarding any reportlmonitoring requirements imposed by OFCCP. 2. When construction contracts subject to EO 11 248 have been approved , by RD, the Rural Development Manager must prepare a report utilizing the format shown in Exhibit C, RD Instruction 1,901 -E, for each contract and forward it to the Atlanta Regional Office The director and address for the OFCCP Regional Office are Mr. Joseph J. DuBray, Regional Director for OFCCP/ESA, U.S. Department of Labor, Sam Dunn Atlanta Federal Building, 81 Forsyth Street, .W., Room 71375, Atlanta, Georgia 80898. Telephone (404) 562 -2424. PN 1047 (Revised 11/03) USDA Form RD 192419 {Rev. 1-00} BUILDER'S WARRANTY Property Names and Address of Purchasers or Owners FORM APPROVED OMB NO. 0575-0042 For good and valuable consideration, the undersigned warrantor hereby warrants to the Purchasers or Owners identified above and to the successors or tmsferees, all of whom are hereinafter referred to as Owners that: The building, including appurtenances located on the property identified above, is constructed or improved in substantial conformity with the drawings and specifications which have been accepted in writing by the respective USDA Agency. This warranty applies to all workmanship, materials, and the installation of equipment (including, but not limited to* the heating system, water heater, ranges and refrigerator). The owners shall give written notice to the warrantor promptly after the discovery of any defective condition. Such written notice must be given to the Warrantor during the period of warranty. The period of warranty shall be (a) in the case of new construction or rehabilitation, one year from the date of initial occupancy of the completed or rehabilitated building, or (b) in the case of improvements nude to an existing building owned by the owners prior to the improvements being made, one year from the date of the completion of the work. It is agreed and understood that this warranty shall apply only to those defective conditions of which the warrantor has been given written notice during the period of warranty. Warrantor further agrees that warrantor will take any necessary actions to correct such defective conditions within days of receipt of written notice. If such action is not taken within I days, the Owners may, at their option, contract with another party for the correction of the defects. warrantor agrees to pay any expenses incurred by the Owners to correct defects covered by this warranty. This warranty shall be in addition to, and in no way reduce, all other rights and privileges which such Owners may have under any other law or instrument, and shall be binding on the warrantor notwithstanding any provision to the contrary contained in the contract of purchase or any other instrument executed by the owners. This warranty is executed, in part, for the purpose of inducing the United Mates Department of Agriculture, (USDA) to make, insure, or guarantee a loan on the Property. If this warranty is signed by anyone other than the warrantor, the person signing for the warrantor represents and certifies that the person is authorized to execute same by the warrantor and by the person's signature the warrantor is bound under the terms and conditions of this warranty NOTES: A. The warrantor must complete all three copies except dates, meet with owner to agree on notifiation period, sign and give to the Owner with the final request for payment. Owner must meet with warrantor to agree on warranty notification period and to date and sign the warranty, owner must retain original, and forward one copy to contractor, and one to the respective USDA Agency with the final request for payment. B. This warranty shall be required in all cases involving new construction or rehabilitation of buildings including those built under contract, those built for sale without the respective USDA Agency's required construction inspections and those under conditional commitment procedures. i...1.10 ecti on 100 1 of Title 18, United States Code provides: "whoever, in any matter within the jurisdiction of any department or agency of the United Mates knowingly and willfully. ... makes any false, fictitious or fraudulent statements or representa- tion, or makes or uses any false writing or document knowing the same to contain any false, fictitious or fraudulent statement or entry, shall be fined not more than $250,000 or imprisoned not more than five gears, or both." Acco? ng to the Paperwork Reduction Act of 1995, an Wn y may not conduct or sponsor. and u person. is not required to respond to a colleciian of information unless it diLcplays a valid OMB control number. The valid OMB control number for (his information collectiag is 0575 -0042. The rune required to complete this irfannaiion collection is estimated to Average 15 minutes per response, including the time for reviewing instrucdions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing Ar cvileclian of information, POSITION 6 RD 1924 -19 (Rev. 1 -00} 1 1 1 In arirlitinn to the nrprptiinu warranty the fnllnwinv item-q are Covered by a Coril -Dany Warranty or guarantee as follows: NOTICE TO OWNERS: ANY NOTICE OF DEFECTIVE WORKMANSHIP, MATERIALS OR NONCONFORMITY MUST BE DELI EKED TO THE WARRANTOR NO LATER THAN (Warrantor shall insert date one (1) gear from initial occupancy, date of conveyance of title or date of completion, whichever is applicable.) All plastic pipe used in this job will carry a 5 -year warranty from the date shown by the Warrantor above. We have furnished the above company warranties or guarantees to the Owners for their use. If this warranty covers a manufactured home, we certify that the manufactured home property substantially complies with the plans and specifications and the manufactured home sustained no hidden damage during transportation and, if manufactured in separate sections, that the sections werc properly joined and sealed according to the manufacturer's specifications. The Warrantor has signed this warranty this day of (Warrantor's Address) Receipt of this warranty is acknowledged this day o#: (SEAL) Warrantor (Signature &. Title) Owner(s) Florida Instruction 1942-A Guide 24 Fade 2 GOALS AND TIMETABLES The following goals and timetables for female utilization should be included in all Federal and federally assisted construction contracts and subcontracts in excess of $10,000. AREA COVERED Goals for Woman Who Apply Statewide GOALS EEO Goals applicable for this project: Women: 6.9% Appendix B -80 Until further notice the following goals for minority utilization in each contraction craft and trade shall be included in all Federal or Federally assisted construction contracts and subcontracts in excess of $10,000 to be preformed in the respective geographical areas. The goals are applicable to each nonexempt contractor's total -onsite construction work force, regardless of whether or not part of that work force is performing work on a Federal, Federally assisted, or nonfederal- related project, contract, or subcontract. Construction cbntractors who are participating in an approved Hometown Plan (see 41 CFR 60-4.5) are required to comply with the goals of the Hometown Plan with regard to construction work they perform in the area c6vered by the hometown Plan. With regard to all their other covered construction work, such contractors are required to comply with the applicable SMSA or EA goal contained in this Appendix B -80. PN 1047 (Revised 11/03) ECONOMIC AREAS Mate FLORIDA 941, Jacksonville, FL SMSA Counties; 2900 Gaiaesville, FL FL — Alachua 8590 Jacksonville, FL FL --- Baker, Cray, Duval, Nassau, St. Johns Non -SMSA Counties: FL — Bradford, Columbia, Dixie, Gilchrist, Hamilton, Lafayette, Leery, Marion, Putnam, Suwanee, Union 942 Orlando — Melbourne, Daytona Beach, FL ILIA Counties 2920 Daytona Beach, FL FL -- volusia 4990 Melbourne — Titusville — coca, FL FL -- B reva rd 5959 Orlando, FL FL ---- Orange, Osceola, Seminole Non,SMSA counties: FL --- Flagler, Lake, Sumter 043 Miami ---- Fort Laudbrdale -- Hollywood FL — Broward 1500Miami FL — Dade 8950 west Pala Beach — Boca Futon, FL FL — Palm Beach Non-SIVISA counties FL -- Glades, Hendry, Indian River, Martin, Monroe, Okeechobee, St. Lucie PN 1047 (Revised 'i 1103) Florida Instruction 1942 -A Guide 24 Page 3 Goal (Percent) 20.5 1.8 2.2 15.7 10.7 15.5 14.9 15. 39.5 22.4 "4111 644 Tampa — St_ Petersburg, FL SM A Counties 1140 Bradenton, FL FL— Manatee 2706 Fort Myers, FL FL— Lee 980 Lakeland — Winter Haver, FL FL — Polk 7510 Sarasota, FL FL -- Sarasota 8286 Tampa --- St. Petersburg, FL FL — Hillsborough, -Pasco, Pinellas Non -SIVISA Counties FL — Charlotte, Citrus, Collier, CeSoto, Hardee, Hernando, Highlands 045 Tallahassee, FL SIVISA Counties: 8240 Tallahassee, FL PL — Lean, Wakulla Non -SMSA Counties: FL -- Calhoun, Franklin, Gadsden, Jackson, ,Jefferson, Liberty, !Madison, Taylor 946 Pensacola — Manama City, FL FL Bay 6080 Pensacola, FL FL — Fscam bia, Santa Rosa Non- SIVISA Counties: FL -- Gulf, Holmes, Okaloosa, Walton, Washington PIJ 1047 (Revised 11 !03) Florida Instruction 1942 -A Guide 24 'age 4 15.9 15.8 1&0 16.5 17.9 17.1 24.8 29.5 14.1 18.3 15.4 COUNTIES SERVED BY EACH OFFICE Jacksonville — Telephone number (904) 232 -3073 Florida Counties Bay Calhoun Gulf Gadsden Liberty Franklin Wakulla Leon .Jefferson Madison Taylor Hamilton Suwannee Lafayette Dixie Colu rn bia Gilchrist Levy Baker Union Duval -Nassau Putnam Clay St. ,Johns Marion Alachua Bradford Flagler PN 1047 Revised 19143) eoroia Counties Liberty Chatham Bryan Bulloch Effingham S creve n Colquitt T'ift Berrien Mitchell Cook Lanier Decatur Grady Thomas Brooks Lowndes Echols Coffee .Jeff Davis Atkinson Clinch Baden Ware Charlton Appling Pierce Wayne Brantley Camden Long Glynn McIntosh Florida Instruction 1942-A Guide 24 Attachment I Orlando, Florida (407) 648 -6181 volusia Seminole Lake Orange Sumter Citrus Hernando Pasco Pinelles Hillsborough Palm osoeola -B re yard Indian Fiver St, Lucie Okeechobee Highlands Glades Charlotte DeSoto Hardee Manatee Sarasota Lee pN 1047 (Revised 11/03) (continued) COUNTIES SERVED BY EACH OFFICE Miami, Florida Birmingham, Alabama (305) 536 -5670 (205) 731 -0820 Martin Jackson Palm Beach Holmes 8rowarcE Washington Dade Walton Monroe Okafoosa Collier Santa Rosa Hendry Escambia Florida Instruction 1942-A Guide 24 Attachment 1 0 z m z 0 z • i ^C � -< N C) * 0 O� v3 �N zo rn p r �3 n� ;a a� 43 rn 03 a r, n� v• M � 00 m 0 rs r m m r- i..'.. 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Cl) M � Z cnO Prepared b; Q. Grady Minor& Associates, P.A. iilnneer Land Surveyors 3800 Via Del Rey Bonita Springs, Florida 34134 (239) 947-1144 (239) 947 -0375 FAX February 12, 2010 Fage 1 of41 C :'\Doew,nen6 and ettingsVpwood\Local Settingffe perar Internet Fifes\Content.lE5lAFTU5L4Q149- 5234 addendum - Attchement 2 [ 1].DOC f 1 Notes To Contractor: All work shall comply with HUD form 4410, Da -vis- -Bacon Contractors Guide, Collier Count Subdivision Regulations, Immokalee Water and Sever District Standards and Procedures, Collier County Public Rights-of-way Construction. Standards Handbook, all as revised, these Standard. Construction Specifications, any Special Construction Provisions and the approved construction drawings. In the event of any discrepancy between written specifications, the most stringent shall apply. the event of an discrepancy between written specifications and the approved construction plans, � p the approved construction plans shall apply. In the event of any discrepancy between specifications and special construction provisions, the special construction provisions shall apply. See Federal Labor Standards & Provisions ambit ) pages 1 -4. See Department of Labor wage decision (Exhibit B) pages 1- Contractor v ll be responsible four all er�ritting outside of the Site Development Plan Amendment, p P SFWMD E P Modification, and Water & Sewer Permitting through IWSD, which will be provided by the Engineer. Engineer & Architect will assist and provide necessary documents for contractor pennitting. ' .. Page 2 of 41 ' G:1Documen #s and SettingsllynwoodlLocal SettingslTemporary Internet Fi1eslCantent .IE51AFTU5I..4Q109- 5234_addendum - AttcheFnent 2[I].DOC TABLE OF CONTENTS SPECIFICATION: A EXCAVATION AND BACK FILL FOR BURIED PIPELINES SPECIFICATTON: B PIPELINE INSTALLATION FOR WATER MAINS SPECIFICATION: C PIPELINE MATERIAL FOR WATEPC MAINS POLYVTNYL HLOR11D,■ , PIPE SPECIFICATION: D PIPELINE MATERIALS FOR WATER S GATE VALVES, BOXES, AND FME HYDRANTS SPECIFICATION: E PIPELINE MATERIALS FOR WATER MAINS DUCTILE-IRON PIPE SPECIFICATION: F PIPELINE INSTALLATION FOR SEWERS SPECIFICATION: Cr PIPELINE MATERIALS FOR SEATERS SPECIFICATION: FI CLEANING AND GRUBBING SPECIFICATION: I EXCAVATION AND EMBANKMENT SPECIFICATION: J ROAD CONSTRUCTION SPECIFICATION: K STORM DRAINAGE Page 3 of 41 CADocuments and Settings \l nwood\Local SettingslTi emporary Internet Files \Content.IESI FTU5L4 \09 - CADO_addendum - Attche ent 2[I].DOC ' SPECIFICATION A ' EXCAVATIUN AND BACKFIELL FOR BURIED PIPELINES 1 • SCOPE OF WORK: The work to be p erforzned under this Specification shall include all labor, materials equipment, and services as are necessary for the excavating and backfilhng of all P x p eline trenches. Any modifications or additions to this is Specification are set forth in the preceding "special Construction Provisions". The work shall include the excavation and backfill of whatever substances are encountered to the depths shown on the Drawings, or stated herein, or modified in the Field by the Engm* eer. No classification will be made of the materials excavated either as to nature, or as to compositions, -or as to degree of water content. 2. GENERAL REQUIREMENTS: Except as shown otherwise on the Drags, all excavation shall be made by open cut. Permission may be granted to tt nel under driveways, crosswalks curbing, walkways, and utility installations, but such tunnels shall not exceed 10 feet in length. When excavations are through lawns, cultivated fields, pastureland, or areas having grass cover, the Contractor must stockpile separately all topsoil, which shall be replaced on top of the backf.11' in the trench. All surfaces that have grass shall be re-- seeded by the Contract- Mg at a time designated b the Engineer but within. the life of the Contract. All lawns and or y g other grass-covered areas not excavated, on which excavated material is placed, sh all be protected from damage by placing burlap over the grass. 3. SITE PREPARATION: Fences, walls, curbs, sidewalks, or structures shown. on the Drawings to be removed or i L the Contractor during construction and until completion of the work affecting them. The Contractor shall be liable for all damages done to such existing facilities and structures, as herein provided, and he shall save the Owner harmless from any liability or expense for Miuries, damages, or repairs to such facilities. b. Underground Facilities. The type, size, location and number of all known underground facilities have been shown on the drawings; however, no guarantee is made as to the true type, size, location or number of such facilities. It shall be the responsibility of the Contractor to verify the existence and location of all Y underground utilities along the route of the work. The omission from or the inclusion of utility locations on the Drawings is not to be considered as the non. - existence of, or a definite location of, existing underground utilities. The Contractor shall. notify the Owner or owners of the existing utilities, whether above-ground or under- ground, prior to proceeding with trench excavation whenever such trenching operations are within tern feet of the possible locationx . of any existing utility. Should any such utility be damaged in the trenching operations, the Contractor shall itnmediately notify the owner of such utility, and unless authorized in writing y the owner of the utility, the Contractor slim. not attempt to g male re p p airs. Duplicate copies of any written authorization given to the Contractor r to male repairs shall be filed with the Engineer and shall be so warded as to save p harmless- the Owner of an responsibility onsibility whatsoever relative to the sufficiency of the repairs. In the event that durin g construction, it is determined that any underground utility conduit including ewers, water mains, gas mains and drainage structures, and any g above-giround utility facilities are required to be relocated, the Contractor shall notify the utility owner well in advance of bis approach to such utility so that arrangements with the owner or owners of the affected utility can be. completed without delay to the work. SUBSURFACE INFORMATION: Except as may be shown on the Drawings or set forth. �, the ".Special Construction provisions ", no subsurface exploration has been made along in the pipeline alignment. 6. EXCAVATION CLASSIFICATION: No classification will be made of the materials excavated either as to nature, or as to composition, or as to degree of water content. Rage 5 of 41 CADocuments and SettingsVynwood \Locat Settin sl emporary Internet Filesl ontent.TF,5\A TU5.L4 109 - 5 3 addendum - Attchement 2 (I].DOC 7. TRENCH WIDTH: The mim'mum clear trench width measured at the top of the pipe barrel shall be not less than the trench width shown i shall be entirely at the Contractofs own expense. Page 7 of 41 C:Docu eats and Settin sllynwood\Locat Sottings\Temporary Intemet Files\Content.IE5\AFTU5L4Q\09- 523 addendum - Attohoment [11.DOC TRENCH WALLS Generally, all trench sidewalls shall be considered to be vertical from the bottom to the top of the excavation. The Contractor may request that the Engineer grant hire permission to slope or bench the . trench sidewalls. In the event the Engineer grants the Contractor perrmssion to slope or bench the trench side walls, sloping the slo in or benching shall ternninate at a depth not less than one foot above the to p of the pipe ban-el, and from that point down the trench wall shall be vertical. in the event the En eer its erm slo m* g of the trench sidewalls, the trenching operation, p p including e th spoil bank , confined shall be to the -width of the combined permanent, and p temporary, rights-of-way, if an. A clear area shall be maintained a sufficient distance back from the top edge of the excavation to avoid overloading, which may cause slides, or caving of the trench walls. The e�cav g� � excavated material shall be kept trimmod in such a manner as to be of as little inconvenience as possible to the public and adjoining property owners. Unless otherwise authorized by the Engineer, all public thoroughfares anal. cross roads shall be Dept open to � p c. ,fit street crossin s sidewalks, and other points where the Engineer deems traffi g necessary, the trenches shall be bridged in a safe manner so as to prevent serious interruption of travel and to provide access to fire hydrants and public and private prenuses. The Engineer shall approve such bridging. 9. TRENCH P : The trenches shall be excavated to such depths that the pipeline will aid at the elevation of the grade lines shown on the Drawings, or at such other depths or be l ` covers specified on the Drawings. 10. IN PAVEMENT: The excavation in streets with permanent paving must be CUTTING t a rnEinixrraurm width. The pavement shall be cut with a vertical face 6 inches confined o p beyond each trench wall and on a straight line. For a ent purposes, the maximuarn width of pavement that p � will be paid for wilt be 36 inches on either side of the pipe centerline, and a ma immn total width of 72 inches when P avement is excavated on both sides of the pipe centerline. ac fi111ng and pavement restoration shall be in accordance with Ordinance 93-64 and Collier County Public g hts-of-way Construction Standards Handbook (as maybe amended ) miless otherwise detailed on the approved construction drawings. Page S of 41 ADocuments and SettingsVpwoodEocal Settln sUemporary Internet F11es \Content,IE51AFTU5L4 109 - C 34 addendu n ttchement 2 [ 1 ].DOC LI r-, L 11. EMSTING ROAD GRAVEL SURFACING: The gravel surfacing, removed during trench excavation, shall be replaced to net less than 1 0-inch compacted depth. Waddling and base restoration shall be in accordance with Ordinance 93 -64 and Collier County Public 1 W-of-way RigW-of-way Construction Standards Handbook Mess otherwise detailed on the approved construction drawings. 12. TRENCH PREPARATION:, Each trench shall be excavated so that the pipe can be laid to the ali,gatnent and depth required, and it shall be excavated only so fax in advance of pipe 1a In g as permitted by the Engineer. The trench gall shall be so braced that the workman may work safely and efficiently. All trenches shall be drained so that pipe laying may take place in conditions without standing water. Trench preparation shall also conform to the details shorn on the Drawings. The width of the trench shall be ample to permit the pipe to be laid and jointed properly, and the backfill to be placed as specified. Trenches shall be of such extra width, when required, as will permit the convenient placing of timber supports, sheeting, and bracing, and the handling of special units as necessary. Bell holes shall be p rovided at each joint to permit the jointing to be made properly. After excavation the trench bottom shall be uniformly graded and hand shaped so that the pipe barrel. (exclusive of the joint) i will have uniform and continuous bearing on �, undisturbed trench bottom, or thoroughly compacted granular material, throughout the length f the pipe- The trench ade shall pen it the pipe spigot to be accurately centered in � pp � the preceding-laid pipe joint, without lif�ng the pipe above the grade, and without p g pp exceedin g p joint the ermissible deflection. If it is necessary to raise the pipe subgrade, approved, special compacted fill shall be used. In the event unstable foundation is encountered, the Contractor shall excavate the unstable material and backl=ill the over - excavated with 1/2 inch uniformly graded concrete coarse e ate. Por area where lar a stones are encountered, so that hand- shaping of the trench aggregate g g is impractical the trench shall be over - excavated approximately 4 inches, and the trend. bottom brought to correct grade with approved granular bedding material as set forth in. � Pp Paragraph 16. Page 9 of 41 ADocmeats and Settings \lyn rood\Loca1 SettingMemporary Internet File slCon.tent.IE5 FTU5L4Q\09 -- 523 4 addcndwn - A.ttchement [ 1 ]. DOC 13. HOB : As needed, all trench sidewalls shall be properly sheeted and braced to furnish safe working conditions. The shoring shall be arranged so as not to place any stress on portions of the completed work until the general construction thereof has proceeded. far P p enough o provide ample strength. Any damage to pipes or structures occurring through � P p settlements, water or earth pressures, slides, caving, or other causes, due to lack of sheeting or bracing, or due to any other negligence on the part of the Contractor, shall be repaired by the Contractor at his own expense. Shoring shall be removed as the work progresses. 14. BLASTING: In general, excavation blasting will be permitted for portions of 1he work which may be expedited thereby, and a blasting pest is granted Collier County. The Contractor shall enlist the services of an experienced explosives engineer for advice on blasting methods and protection of existing structures and facilities. Blasting shall be p erformed in such a manner that no damage will result to any building, structure, pipeline, utilities, or facility on or off the site of the work, or above or below pP ground line. Any damage suffered as a result of blasting shall be repaued to the satisfaction of the Engineer, at the Contractor's expense. Blasting shall be done in such a manner that rock is not loosened nor disturbed below the pipe foundation. 15. R ovAL OF WATER; The Contractor shall provide and maintain at all times ample means and devices with which to remove promptly and properly dispose of all water entedmg the trench excavation. Water shall be disposed of in a suitable manner without damage to adjacent property or without bein g a menace to Public health and convenience. No water shall be drained into work built or under construction without prior consent of the Engineer. Well points, sum ping, , or any other acceptable method, which will insure a. dewatered p � p g trench shall accomplish dewatering, Any dewatering method shalt be subject to the approval of the Engineer. Page 10 of 41 CADocuments and Setti�gs\1ynwood\Loca1 Settings\Temporar Internet Fi1eslContent.1E51AF'U5L4Q109- 5 34c addendum - Attcheinent 2[1].DOC 16. BEDDING AND BACKFILLLWG: For the purposes of this Speci If sufficient acceptable backfill material (suitable for placement within 6 inches of the pp e barrel) is not available at any particular location, the Contractor shall segregate or screen out large stones or shall provide acceptable material from excavations at other locations in the work under this Contract. No extra cost will be p aid for this moving and handling of back- illing material. If sufficient material is not reasonably available, the Contractor shall notify the Engineer. In this case, the Engineer will locate a source of suitable material. The owner, if purchased, will then pay for the cost of the material. If the located borrow area source is greater thm one-half mile from the work, then hauling of the material in shall be paid for as extra work. Loading of this material shall be the responsibility of the Contractor in any case. � b. BackfillYng i Roads and Streets., Beneath all traveled way in roads and streets, the backfill above the bedding shall be carefully placed and compacted. Compaction shall be by mechanical tamping in 8-inch maximum lifts. When approved by the Engineer, which will be based on the Contractor's guarantee of how the work will be performed, compaction by hydro- harnmerang , or by water inundation, rna be a grove .water for inundation must be provided and paid for pp the Contractor. regardless of the method of compacting all Colnpactior� in this Paragraph shall be 95% of the ma rnu�m laboratory dry density, in accordance with � A ATM Specification, Designation D698 --64T, or latest revision. C. Backfdfing all other Locations. Unless shown otherwise on the Drawings, or in the Special Construction Provisions, all backfill above the bedding shall be carefully duty ed into the trench, providing the depth to the bedding is no more than 4 feet. p p The backfill shall be mounded over the trench and a loaded dump truck shall compact the backfill b y its wheel load. No less than. two passes shall be made. If p the backfill is depressed below the ground surface, the depressed area shall be refilled and the truck shall make no less than 2 passes over the area. This process shall be continued until the backfill is level with natural ground surface. When the trench depth is such that it is more than 4 feet in depth to the top of the bedding, the backfill shall be compacted at each 4' depth level. d. Boulders. No boulders over 6 inches in diameter shall be allowed in the top 1 inches of the trench. Further, all backfill shall be carefully placed so that no damage will be clone to the pipeline. No backfill material shall have boulders larger than 24 inches in diameter. Boulders larger than 8 inches in diameter shall be carefully lowered into trench; no such boulders shall be placed within 2 feet of the pipe. Page 12 of 41 CADocuments and settingAynwoodTocal SettingsMmpora y 7ntemet File s\ ontent. I E5 1AFTU5 L4Q\O 9- 5234—addendum 4_addendum A.ttche ent 2[X].DO e. Mainten.anee of Rackff. All backfill shall be maintained in a satisfactory condition, and all places showing signs of settlement shall be filled and maintained during the life of the Contract and for a period of one year following the date of final acceptance of all word perfonned under the Contract. When the Contractor is notified by the Engineer or the Owner that any backfill. is hazardous, he shall correct such hazardous condition at once. The Contractor to the satisfaction of the Owner and Engineer shall repair any utilities and road suffacing damaged by such settlement. In addition, the Contractor shall be responsible for the cost to the Owner of all claims for damages filed with court actions brought against the said Owner for, and on account of, such damage. 17. SURFACE RESTORATION: a. General, where pavement, curb and gutter, sidewalks, or other improved surfaces have been removed during the course of the work, such items shall be restored to a condition equal to that prior to removal, to the same elevation and alignment. The sub grade for all restored surfaces shall be thoroughly compacted by mechanical or hand tampers, weighing not less than 20 .pounds, by vibratory rollers, or by other P �g proposed means of compaction acceptable to the Engineer. Rase course shall be added for bituminous pavement. Sod defined as densely grassed turf, which is removed, shall be replaced with sod of the same uali , or the sad removed may be put back if it has been properly q t stored and remains in a healthy condition. b. Street Improvements. Paving, curb and gutter, si 18, PIPE JACKENG OR BORING@ a. GeneraL Where it is indicated 0n the Drawings that open trenching for the pipeline across railroad tracks highways, or other obstructions is prohibited, the pipe shall be installed by jacking or by boring. b. Protection of R oadbed. No excavation for jacking axed boring pits Will be permuted within ` 15 feet of the centerline of any railroad track or within 15 feet of � the shoulder of an highway. The sides of pits shall be supported b sheetpiling h hi ' manner as to prevent an movement or slippage of the earth during placed xrx such a. rn p the excavation and jaekin or boring operations. The Contractor shall work in close ` highway department having jurisdiction or the railroad cooperation with e �. p company to insure the protection of their property' and traffic. p � Pit. The jacking or boring pit shall be e.cavated on one side Jacl and orYn� . under which. the pipe or casing is to be installed. The pit shall be of the right-of-way p p ' length to provide room for the bong macbine or the jacking head, only of sufficient h p jacking e the reaction blocks, the j asks, and one or two lengths of pipe, tlxe frarn � . p the kind depending o jacked on p of i e to be or bored into place. The pit . should be of ' permit arr� le working space. The end of the pit nearest the sufficient width top p � p roadbed shall present a vertical face. d, Jac ' g 'ram . . ejacking frame shall be constructed of guide timbers, backstop, in and pushing or jacking head. Guide timbers or grails shall be constructed to the exact line and grade o f the pipeline eline and shall be anchored in such a manner as to be ' tainm` the alignment and gradient throughout the jacking capable of na.apn � operations. constructed as to provide a be area capable of The backstop shall be so p supporting no less than 2 0 0 p ercent of the e stirnated maximum i acking pressure and ' ar to the centerline of the pipe to be jacked. It shall be anchored shall be perpendicular p to assure that this position will be maintained throughout the and brace in a manner p jacking operation. The pushing or jacking head shall be constructed to fit the pipe to be jacked and to pressure developed jacks Will be evenly distributed on the assure that the press b th p �' e periphery of the pip e . An opening large enough to permit the entrance of men and materials shall be left and maintained in the ,jacking head. Page 14 of 41 C.lDo cu- inents and Setdn s \1 ood\Loca1 SettingsUernpor ry ntcrnet Fi1es \Content.1E5 FTU5L4Q \o9- 523 addendum - At ehement 2[ l ]. O C `J JacUn procedure. Depending on soil conditions, the excavating operation inside e, � p � of the pipe shall proceed approximately one foot ahead of the lead pipe. The excavation around the to and side of the pipe shall be one hash larger than the e p periphery e pp eri he of the pipe. The bottom of the excavation shall be cut accurately to line and grade. 'al. The r turernents far the pipe to be jacked or bored shall be specified on f. Iater� e.� p p the ]cravings or in the Special Construction. Provisions. 1 9. FINISH GRADIING AND The Contractor shall grade the trench line to a smooth ode to affect a neat and workmanlike appearance of the trench dine. Boulders which cannot placed in the trench bacl.11 shall be collected and hauled to a dumpsite selected. the Contractor, off the Owners property, easements, and right-of-way. Excess excavated materials if shall be sumlarly hauled away, to a location selected by y� the Contractor, off the Owner's propel, easements, and rights -of way. aces shall be repaired as required by the Specifications, the Drawings, and/or Roadway surf p �. the Special Construction Provisions. The Contractor shall remove all tools, equipment of e or ,barricades and temporary structures from the site. All excess dirt and rubbish shall be removed and the construction site left clean, to the satisfaction of the Engineer. Page 15 of 41 ADocunents and ettingsUyn ood\Local ettings\Tennporary Internet Fi1es \C0ntent.IF5\AFTU L4Q\09- 52 4 addendiu-n Attchement 2 [ I ] .DO C I SPECIFICATION B PIPELM INSTALLATION FOR WATER MAINS I GENERAL. This specification shall . govem installation and placing into service all pipeline facilities involved in this Contract. In the absence of specific wording to the contrary, the Contractor shall follow normal goad construction practice in accordance with materials manufacturer's printed instructions. 2. ELANDLING OF MATERLkL. Pipe, fittings, valves, hydrants, and all other accessories shall be loaded and unloaded by lifting with hoists or skidding so as to avoid shock or damage to them. Under no circumstances shall any materials be dropped. Pipe- handled on sk idways shall not be skidded or rolled against pipe already on the ground. In distributin g the material at the site of work, each piece shall be unloaded opposite or near the place where it is to be laid in the trench. pp Cast -iron and ductile -iron. pipe and fittings shall be so handled that the coating and lining will no be damaged. If, however, any part of the coating or IM' is damaged the repair shall be by the Contractor at his expense in a manner satisfactory to the Engineer. Any area damaged beyond repair must be cut off and discarded. 3. INSTALLATION OF PVC PLASTIC PIPE: a. Pipe Laying. pie shall be laid with bell end facing in the direction of laying, unless directed otherwise by the Engineer. No deflection m the joints shall be allowed, whenever it. is . necessary to deflect pipe from a straight line, either in the vertical or horizontal p lane to avoid obstructions or plumb, the pipe itself may be curved, so long as the radius of curvature is not less than 200 feet. when p i p e laying is not in progress, the open ends of pipe shall be closed by a watertight plug. The cuttin g of pipe for inserting valves, fittings, or closure pieces shall be done in a neat and workmanlike manner Without damage to the pipe and so as to leave a smooth end at right angles to the axis of the pipe. Bevel the end of the pipe with a beveling tool after the p i p e is field cut. Place a clearly visible position mark at the correct distance from the end of the field cut pipe. Page 16 of 41 ' C:1Documenis and SettingsllynwoodlLacal 5ettingslTemporary Internet Fi1es \Content.IE51AFTU5L4Q109 - 5234_addendum - Attchement 2[I].DOC f I i The outside of the s igot and the inside of the bell shall be b. Pointing the Pipe. � � thoroughly wiped clean. Set the rubber ring in the bell with the marked edge facing toward the end of the bell. Lubricate the spigot end using a thick film of the rnanufacturer- supplied lub ricant. Push the pipe spigot into the bell. Posi Ed 8. CONNECTIONS To THE EXISTING S ST M: The e sting system nest at all Mules remain under the control of the Owner. The Contractor shall operate no valves or hydrants on the system without permission of the Owner. - will be deprived of . supply of water, the At any time that a customer on the e stin system p Contractor shall advise such customer, or customers, when the supply will be discontinued and when the supply will again be available. The Owner must approve all service outages, 9. FLUSHING, TESTING9 AND DISI E TING: a. Pipeline Flushing. The Contractor shall flush the pipelines as the work progresses accordance with good practice to insure that sand, rocks, or other, � a means �n. acco g p ' t left in an of the pipelines. The flushing shall be made foreign material are not p p through an open end (full bore flush). each section of pipeline has been laid and partially bac "1_lled, b. Pressure Test. Aber p p except for the joints, or if the Contractor erects to _ "backfill prior to testing, the pipe . shall be slowly filled with water and tested. All pipe shall be tested at a pressure of ' highest point in each section. Each street shall be tested separately, ]. �� psi at the 1�ugh p }� mains outside feeder` a�ns ma be tested in convenient lengths. The duration of each pressure test shall be at least two continuous hour. All waiter used testing the en from the existing water system. Loss of 5 psi shall constitute pipelines shall be tali failure of hydrostatic test. Each section ' of pipeline e bein tested shall be slowly filled with water and the specified t est p pp pressure shall be applied by means of a pump connected to the pipe in satisfactory to the Engineer. The Contractor shall f mush all necessary a manner sa ry g labor and equipment to perform the test. the specified test pressure, all air must be expelled from. the pipe. Before applying p p ' valves hydrants, and joints will be carefully examined All exposed pipes, ft-�ur�gs, � ench test. An cracked or defective pipes, fittings, valves, or, during open tr e p hydrants discovered during the pressure test shah. be removed and replaced b the Contractor with sound material. The test shall be repeated until the test is satisfactory to the Engineer. Pressure test shall be two hours -at 150 psi at the � ' lengths shall not exceed 1,000 feet unless approved by Collier hxigheSt point. Test County Utilities. Page 18 of 41 • is and ettir� sli wood�Local SettingsUempomry Internet Fi1es\Content.1E51AFTU5L4 1o9-- �.U�ocurn n g 5 23 addendwn -- Attehement I I .DO C C. Leakage Test: Allowable leafage shall be computed using the formula 2 L _ D %P 133200 Where L = allowable leakage in gallon per hour S = length of line being tested (feet) D = diameter of line being tested (inches) P = pressure in psi All testin g shall be coordinated with Collier County Compliance Services. d. Disinfecting. All water i an installed under this contract shall be disinfected after g all construction work has been completed. Chlorine shall be added to the water at the necessary locations in the amount to forin 50 -ppm free chlorine residual. The chlorinated solution shall be left in the p ipelines for not less than 24 hours, and after that length of tine the chlorine residual of the solution, at any place in the system, shall not be less than 1 O -ppm. As required, the Contractor shall make all necessary taps for inserting the chlorine in the p i p eline and blowing and g pipelines using approved corporation stops. After the disinfection has been completed and approved, the corporation stops shall be closed left in place, and sealed with a cap. All chlorination work must be done under the supervision of the Engineer. After approval of the disinfection the Contractor shall flush the new system until the chlorine residual is 0.3 ppm. Page 19 of 41 CADocuments and Settingsllyn ood\Local'Settings\Temporary Internet Files\COntentJE5\AFTU5L4Q\09- 5234 addendum- Atichexx ent [l].DOC E SPECIFICATION PIPELM MATERIAL FOR WATER MAINS POL M-DRIDE PIPE 1. ENTERAL: This P eci. cation shall overn all pipeline and appurtenant materials used under this Contract. All materials shall be new and the best available. All materials used shad be according to the mentioned standards of the American Water Works Association., the American standards Association, and the American Society of Testing and Materials. Miscellaneous valves and fittings shall be as called out on the Draw*ngs. Throughout the specifications polyvinyl chloride pipe will be referred to as PVC. 2. POLYVESYL CHLOREDE PIPE: Mains 4" to 12" shall be AWWA. -900 Class 150, rubber P P asketed pipe with bell and spigot of ends. 3" and smaller mains shall be Mass 200 psi g PVC rubber p as eted pipe with bell andspigot ends. All waterlines under paved areas shall g be either CL 51 D.I.P. or 0900 CL 200 PVC. Provisions must be made for contraction and expansion at each joint with a grubber ring, and Px P integral thickened. bell as art of each joint. Pipe shall be supplied in laying lengths of 20 gr P feet. All pipe and fittings shall be assembled with non -toxic lubricant. Each length of pipe pP g and all fittings shall have marked on the exterior the following: National Sanitation Foundation Seal. for Potable Water Pipe. Class and Size. Pressure Rating. Narne or Trademark of Manufacturer. At the job site all i e will be field ins ected and cheeped far out -of round, joints, interior � Pp p and exterior surface damage, and gaskets. Any pipe rejected at the job site shall be marked "Rejected", and the Contractor shall remove it immediately from the job site. All water mains shall be marked with locator tape in the pipe trench 12" above the toga of the pipe with the word "watery' printed on the tape. 3. FITTINGS FOR PIPEL TE y The fittings shall be cast -iron conforming to the requirements uirements set forth. in ANSI standard A21.10. Fittings 12 -inch size and sma ler shall be Mass 25 and fittings 1 ` er than. 12-inch shall be lass 150. The in of tlic fittings a g g shall be cement- lined, as is required for the pipe. Page 20 of 41 .Documents and Settings \l wood\Local ettzngs\Tennporar Internet Fi1eS\C0 tent.1E51AFTU5L4Q\a9- 5234_addendum A.ttchement 2[11,DOC The mechanical joints accordance ith AN I Standard A 1.11. gigs shall have mec�. Page 21 of 41 rood\L�ocal ettir s1Te1npo� Internet Files\Contont.YE51AFTU5L4Q109�- �.1D o cu�ne�.ts and S ett�ns1X � 523 addendum- - Attchcment 2[1].DOC SPECIFICATION D PIPELINE MATERMLS FOR WATER MAINS ATE VALVES, BOXES, AND FIE HYDRANTS . GENERAL: This Specification shall govern all gate valves, boxes, and fire hydrants used under this Contract. All material shall be new and the best available. All material used shall be according to the mentioned standards of the American water works .Association, the American Standards Association, and the America. Society of Testing and materials. 2. GATE VALVES AND BOXES: All gate valves used in the water system shall be wedge type resilient seat valves and shall conform to AWWA spec -509. Valve boxes shall be cast iron for entire height from valve to space. No PVC will be accepted. Valve box riser shall not transfer traffic load from surface to either valve or pipe. 3, FIRE HAT Fire hydr ants shad onform to AWWA Spec -502• All hydrants shall be painted Federal Safety Yellow. Valve 3-inch Uet 6 --- xnch for mechanical joint Operating nut 12-inch Pentagon Open Leff Nozzles Two 22 -inch, one 42-inch pU.per noz 1e (Threads to match existing) Threads National Standard Page 22 of 41 CADocuments and SettingsUynwoodTocal SettingsUemporaxy rntemet Fi1cs\ContenUE5lAFTU5L4 1o9- 5234— addendum- Attchemen [t ].DO SPECIFICATION E PIPELM MATER LA-LS 'OR WATER MAINS DU TFLE -IRON PIPE 1 ERAL: This Specification shall govern all ductile --iron pipeline and appurtenant 1. � p materials under ' this Contract. AU materials shall be new and the best available. All material used sh all be according to the latest standards of the American. Water Works Association, the Ain erican. National Standards Institute, and the American Society of Testing and Materials. Nfiscellaneous valves and fittings shall be as called out on the Dra ngs: 2. DUCTILE-IRON PIPE AND FITTINGS: The pipe shall be ductile --iron Pipe, ' Standard A21.5 1 Class 1 thickness. The interior of each length of conforming to A1�TS1 ' limn conforrnin to the requirements set forth in ANSI Standard... pipe shall have cement g, � 1.4, of standard thickness. es . The exterior of the pipe shall. be coated with standard bituminous coating approximately one mil, thief. The pipe j o1nt shall be the "push-on" type, made in accordance with ANSI Standard A21 .11 the gaskets shall be standard for buried water service. Locator tape shall be provided per Specification "" . 3. LINE: The fittings shall be cast -iron conforming to the FITTINGS T'oR PIPE g ' in ANSI Standard A21.10. fittings 12 -inch size and smaller shall be requ�ren�ents set foxfih. Class 5 0, and fittings larger than 12-inch shall be Mass 150. The interior of the fittings shall be cement- lined, as is required for the pipe. shall have mechanical joints in accordance with ANSI Standard A21.11. The fittings . Page 23 of 41 CA Documents and Settin g sly wood\Local Settings\Ternporary Internet FffeslC0ntent.IE5 AFTU5L4 109 - 5234 addendum Attchernent 2[Z ].DO ISPECMCATION F PIPELINE INSTALLATION FOR SEWERS ' all oe installation and placing into service all sever I. ENERL: This specification shall g .. �r In the absence of specific wording to the pipeline facilities Lnvoled in this Contra ct. antral, the contractor shall follow nonnal good construction practice in accordance with materials manufacturer's printed instructions. 2. HANDLING OF MATERIAL: pipe, fittings, manhole concrete rings, manhole frames oaded and unloaded b ling with hoists or skidding and covers and accessories, shall be 1 so as to avoid shad or damage to them.. Under no circumstances shall any materials be • shall not be skidded or rolled against pipe and pipe dropped. Pipe handled on s.dras fittings a.l.rea.d on the ground. In . � the work, each piece shall be unloaded opposite or d�stnbut�ng the material at the site a � p near the place where it is to be laid in the trench. 3. YN TALLATION OF PVC PLAS'T'IC PIPE+ a, Pipe Laying. Pipe shall be laid with bell end facing M' the direction of laying, • Engineer. No deflection m. the joints shall be ur�.ess directed otherwise b the E allowed. • the open cads of the pipe shall be closed b a When pipe laying is not in progress, p watertight plug. • valves fittings, or closure pieces shall lac done in a The cutting of pipe for inserting � g neat workmanlike manner without damage to the pipe and so as. to leave a smooth l�na�x�.e • e pipe. Bevel the end of the pipe with a beveling end at right angles to the axis of p p tool after the pipe is field cut. Place a clearly visible position mark at the correct distance from the end of the field -cut pipe. f the spigot b. Jointing the Pipe. The outside of and the inside of the bell shall be � p g rubber ring in the bell. with the marked edge facing thoroughly WIped clean. het the ru g film Lubricate the spigot end using a thin lm of the toward the end. of the well. l�ub manufacturer-supplied lubricant. cant. Pus h the pipe s i at into the bell. Position the joint the � e end is xn line with the end of the well, caxnpleted so that the z-narl� on pipe Page 24 of 41 C.lDocuments and Setdngsltn0 od ccat Setfin sUernporary tntemet Fi1es\ContendE5\AFTU5L4Q\09- 523 addendum- Attchernent [1].DCC 4. INSTALLATION OF OLLS: Manholes shall be constructed to coiforrn to the details show on the Drawing. The invert channels to the inside of the incong and i pipelines. Changes in direction of flow shall be made with a smooth curve outgo sewer � p f the e a radius as the size of the manhole will permit. Changes in size arid. grade o �� as large . shall be made gradually and evenly. Where large differences in the invert channels � elevations exist sloped flow channels shall be formed so the sewage � does not undergo a vertical drop. The invert channels may be formed directly in the concrete of the manhole �`�. base. The floor of the manhole outside of the channel shall be smooth and shall slope channels not less than one inch per foot nor more than two inches per foot. The toward. the cb � manhole covers shall be set with their tops at the grade line, as set forth on the Dra mngs. When a manhole t o p is above the ground line, compacted backff.l shall be placed. around the exposed section as shorn on the Drawings. 5. INSTALLATION OF LEA.NOUT : dean out shall be constructed 10' from building or at the right-of-way line on 6'1 lateral as per the clean -out detail. 6. SERVICE CONNECTIONS. Service connections by others. 7. FLUSHING AND TESTING SEWER PIPELINES: a . Pi p elme Flushing. The contractor shall flush the pipelines, as the work progresses, that are in accordance with good practice, to insure that earth, sand, crocks, by means g or other foreign materials are removed from the interior of the pipeline. t and grade. The Engineer will check sewer pipelines to determine b. Alignment g whether any displacement of the pipe has occurred after the trench has been bedded to an elevation 6 inebes above the pipe and tamped as specified. Page 25 of 41 CA Documents and ettin A wood\Local Settings\Ternporary Internet Fi1es\Content.1F,51AFTU5L4 1o9- 523 addendum- Attche ent [ I ] DO dv C. Leakage. The onactor in c esence of the r�ineer shall make tests for atearfightness, and the sewer and connections shall not leak in excess of the following rate for a 4 -hour test period: 50-gal/inch dia. /mile InffItration tests shad be for 24 hours ' um. The tests and the measurement of infiltration or efiltration shall be conducted in a manner as approved by th e Engineer. The Contractor shall repair the sewer and re -test until satisfactory tightness is obtained. i r- L ' e used if the ground water table is one foot or more above the In�ltratlon tests w111 b �" ' otherwise, o f ltration. tests will be used. The n�.�um head for the finished surer, efiltration tests shall be two feet above the top of the pipe at its highest point in the test section. Sections shall be bulk-headed so that during any test the head on. the suer at its lowest elevation will not be more than 10 feet. This restriction does not p p apply to ductile-iron i e. Should in any section of the pipeline, the head at the . . ' section exceed 10 feet, then the Engineer will set forth the lowest point 1n. the se special method of testing to meet the field conditions. 8. TE the construction of the manholes, the Contractor shall., �`IN� MANHOLES-, During i ' - mnsure that not earth, sand, rocks or other foreign material rtx accordance with good practice, exists on the joint surfaces d urin assernbl of the sections. The Engineer shall check each � e manhole ftlfxlls the requirements of the Drawings and. manhole to determine whether. th Specifications. • e Engineer shall visually check each manhole, both a. Visual Examination. Th g exterior and interior, for r flaws cracks holes, or other inadequacies, which might `c or water -ti t integdtY of the manhole. should any af f�R�t the operation inadequacies be found , the Contractor, at his own expense, shall make any repair deemed necessary by the Engineer. Page 26 of 41 d ettin s\ wood\L0cal ettingsUemporary Znte�-nmet FileslContent.ZE51AFTU5L4 109 - �,1Dvcun�ents an S � }�x� 5234 addendum A.fthement 2[t].DO des shall be tested for leakage and the Engineer shall �.. Leakage Test. All n�anho wetness all tests. The leakage t est shall be conducted prior to bacill. .g around the manhole and shall be carried out in the following manner: (1) A11 lines leading into or out of the manhole shall be tightly plugged. (2) The manhole shall. be filled with water to a level at least one foot above the uppermo A j oint. The water shall be allowed to stand for to hours to allow for normal water absorption into the manhole material. stabilization period, if the water level in the At e end of the two-hour � Blow the to joint, additional water will be added manhole has dropped b � rin g to bang the level joint above the as before. Aix visible external. leakage noted within a one-hour test period shall constitute failure, and the expense, shall Contractor, at his own e p � repair the manhole and re -test until satisfactory tightness is obtained. T to manhole test will. not be required when manholes are he above separate _ . tested simultaneously with the sewer pipe. Page 27 of 41 " crs11 wood\Loca1 etti s \Temporary Internet FileslContent.zH51AFTU5L4Qlo9- �:1��cu��en�s and �et#�n� � 5234 addendum - Attehement 2 [ l ].D OC Ll SPECIFICATION G IPIPELINE MATERIALS FOR SEWERS J This specification shall govcm all pipeline and appurtenant materials used under this Contract. All materials shall be new and the best available. All material used shall be according to the mentioned standards of the American Standards Association, and the An of Testing and Materials. Miscellaneous fittings shall be as called. out �.er`� can. Society on the Drawings. 2. PIPELINES: Polyvinyl Chloride Pi e. The i shall be polyvinyl chloride pipe (PVC) and a. P p shall be suitable for gravity sewer service. All PVC pipe and fittings shall meet or exceed all of the material requirements of A TM. specification D3034, and thie ness requirements of SD R-35. Provisions must be made for contraction and expansion nsion at each joint with a rubber and integral thickened bell as part of each joint. pipe shall be supplied in laying lengths of 20 feet. All pipe and fittings shall be assembled with a non -toxic lubricant. Each len gth of pipe e anal all fittings shall have marled on exterior the following: Manufacturer's Dame or Trademark All fittings to be used with the PVC pipe shall be those manufactured b the manufacturer of the i e. Each special fitting shall be a complete pp manufactured unit with either bells on each connection or hell and spigots that are an exact duplication of the bells and spigots on the pP Fittings eliae. Fittin s with any other type of connections will not be accepted.. CONCRETE 3. FOR THRUST BLOCKS AXD ENCASING OF PIPE: The concrete for and for encasing the sever pipeline shall have a 28-day compressive strength. thrust blocks p p of not less than 3,000 psi. All reinfor cement required shall be standard deformed reinforcement confonning to the requirement set forth in A.STM Specificatioft, Designation A615, Grade 60. Page 28 of 41 C:IDocuments and ettfn Aya ood .ocal ettings\Tempor� Internet Filesl nt nt, SIA T SL 9- 5234 addendum. A.ttchement 2[I].DOC 1 J 7_7 4. OLE : Manholes shall be constructed of pre-cast rings, in accordance with the details shown on the Drawings. The concrete rings shall conform to ASTIR Specification 0478. Concrete for manhole bases shall have a compressive strength of not less than 3,000 psi after 28 days. Manhole base and first section of riser shall be precast monolithically. To brin g the manhole cover to the correct elevation, the top section of each manhole shall be constructed of Pre -cast concrete grade adjustment rings. These rings shah be not less than 6 inches wide and furnished in heights to allow for one-inch adjustment. "Rangy. -nek" pre -- formed gaskets shall seal joints between manhole sections. The manhole frame and cover shall be as shown on the Drawings. Stubs shall lac p rovided at manholes when so shown on the Drawings. Such stubs shad be sewed with a removable plug. A.11 p i p e connections to manholes shall have flexible sleeves with stainless steel straps. 5. WYE S: Wes shall be in.sta.11ed at the locations determined in the Field by the Engineer. The wes shall be PV. The branch of each wye shall be sealed with an unbreakable, reusable, plastic stopper, . j which will fit into a ' �p enna- Joint" in the �w 'e branch, and shall form a watertl ght pint. 6. SERVICE LINES: PVC service lines shall be installed as shown on the Drawings or as located in the field by the Engineer. The ends shall be plugged tight. A clean -out shall be installed 10' from the building foundation or at the right-of-way line. Page 29 of 41 C-.\Documents and ett1ngs\1yn ood\LOca1 Settings\Tempora Internet Files\ ontent.1E5lAFTU5L4 109- 5 -3\ addendum -- Attchernent 2[ 1].DO i PIPELINE MATERUL FOR SEWER FORCE MAINS POLYVDWL CAL ORITIE PIPE 1. GENERAL: This p ecification shall govem all pipeline and appurtenant materials used under this Contract. All materials shall be new and the best available. All materials used shall be according to the mentioned standards of the American water Works Association, the American Standards Association., and the American Society of Testing and Materials. Miscellaneous valves and fittings shall be as called out on the Drawings. Throughout the specifications polyvinyl chloride pipe will be referred to as PVC. 2. POLYVINYL CHLORIDE PIPE: Mains 4" to " shall be AWWA. -goo Class loo with a DR of 25, or AWWA -goo class 150 (see plans) DR 18 rubber gasketed pipe with bell and spigot ends. All foreemains under paved areas shall be C900 CL Zoo PVC. Provisions must be made for contraction and expansion at each J 4. IVES: All valves utilized on sewage facilities shall be of the plug tie, manufactured by De urik or approved equal or resilient seated gate valves as per AWWA C-509. All valves shall be intemally epoxy lined. 5. PORCH MAIN PRESSURE TESTING All force rains shall be subject to pressure testing at the following standards: System Operating Pressure Vest Pressure Duration 0 PSI or less 100 PSI 2 hours Greater than 50 PSI 150 PSI or 2 2 hours dines the operating pressure, whichever 1s greater. Allowable leakage on force mains shall be computed utilizing the standards for water loss in confort ance with AWWA 0600, the latest revision thereof. Page 31 of 41 C:1Documents and SettingsllynwoodlLocal SettingslTemporary Internet Fi1eslContent.IE51AFTU5L4Q109- 5234 addendum_- Attchement 2[1].DQC SPEC CATION H CLEARING AND GRUBBING DESCRIPTION: The work specified. in this section consists of clearing and grubbing within e areas of right -of -way, and any other areas shown on the plans or designated by the Engineer. This worts shall also include adequate disposal of all debris and refuse from this operation. CLEARING AND GRUBBING OPERATIONS: Clearing and grubbing shall consist of the complete removal and disposal of all timber., brush, stumps, roots, grass, weeds, rubbish and all other obstructions resting on or protruding through the surface of the existing ground. In roadway cut areas, all stumps, roots, and other debris shall be removed to a depth of not less than two feet below ground surface. In areas under roadway embankments from which unsuitable material is to be removed all stumps, roots and other debris shau be removed to a depth of at least 12 inches below the original ground surface. In areas outside the grading limits, stumps and roots may be cut flush with the ground i SPECIFICATION I EXCAVATION AND EMBANKWENT DESCRIPTION: The work specified in this section consists of excavating, removing and disposing of all unsuitable or excess materials within the limits of the work, and placing embankments to the proposed line, grade and cross section. It shall also include all excavation, borrow, filling, shaping, sloping necessary for the construction, preparation, and completion of sub grades, shoulders, ditches, slopes, gutters, intersections, approaches, private entrances,, canals, and canal slopes all in accordance with required alipment, grade and cross sections shown on the plans or standard details. ROADWAY EXCAVATION: Roadway excavation shall consist of the excavation and satisfactory disposal of all materials not necessary for the construction of the roadway. . The Contractor shall tale the necessary steps to prevent the loss of material from the roadway due to the actions of wind or water. During construction of the roadway, the roadbed shall be maintained in such condition that it will be well drained at all times. UNSUITABLE MATERL: All muck, peat, or sand and clay with high percentage -of organic material (BPR Soil Classification, A -6, A -7, and -8 or soils in groups A-6, and A -7 by AASHTO Specification -1.45 shall be considered unsuitable material and shall be removed to suitable p � foundation approved by the Engineer. oils in group A-4 and A -5 must be removed; The unsuitable material shall be removed to at least 10' beyond the edge of pavement on each side of the roadway. Where a layer of muck or unsuitable material lies below a layer of suitable subgrade material, all material shall be removed, and the unsuitable material shall be replaced with a suitable rnater*al then the ofi inal suitable subgrade material may be utilized. The suitable subgrade material shall be properly stockpiled so that it does not become mixed with unsuitable material. EMBANKMENTS: Embankments shall consist of the construction of fill for the roadway and any of its components. Materials used for embankments shall be shell or shell and silica sand (BP Sail Classification A -1 or A�-3 . Soils in A -4 or A�-5 Classification. shall riot tae used. unless they Caro blended with sufficient A-1, A -2 or A -3 soil se that the resultant mixture has a minimum California Bearing Ratio value of 25 at 95 percent of the maxim n density as determined by AA TO Specification �a xa p t T -150. Page 33 oft ADocu ments and ett1*ngs\1ynwoad\Loca1 SettingsUemporary Internet Files \Content.l 5 FT 5L Q109- CA34_addendum _Attchement [1].DO No piece of material that will not pass a 12 -inch ring shall be placed within the top 2 feet of the completed embarkment. No piece of material that will not pass a 3-1/2 inch ring shall be placed within the top 12 inches of the completed embankment. In no case shall stumps, roots, vegetation, or any other unsuitable material be used in the construction of embankments. The emban n.ent material shall be so placed as to eliminate the segregation of large pieces of shell and in such a miner that will not create voids. If voids axe formed, they shall be el�minated to the satisfaction of e Engineer. Embmkments shall be constructed in layers of not more than 1 inches compacted thickness, and compacted to density of not less than percent of the maximum density as detern fined by p p AASHTO Specification T -180. Embanlanents over and around pipes or culverts shall be made with select materials approved by the Engineer. Compaction shall be performed as stated herein, but special care shall be taken to avoid damaging. of the p i p e or culvert. Embankments shall be kept symmetrical on all sides of pipe structures to avoid dxsplacemnt. Hand tamping devices shall be used for compacting 1n and around pipe structures in -inch layers until a depth of 12 inches over the top of the pipe is obtained. Mechanical compactors shall then be used for compacting from 12 inches above the top of the pipe to the final grade in layers not exceeding 12 inches in compacted thickness. FILLING UNDER WATER: After removal of muck and other deleterious materials from the roadway and necessary berm area and approval of the Engineer, areas stripped under water shall be ff.led with an acceptable fill to a maximum of 12 to 18 inches above the water table that existed prior to filling. The surface of the fill shall they be compacted to comply with these specifications. If a saturated or "lob- lolly" condition exists that prevents the compaction from tang place, the Contractor shall cease operations until the water level has an opportunity to subside. Scheduling of operations should be such that if conditions warrant, the filled area may be left for a week to 10 clays (or until density may be obtained). This may occur when a high carbonate soil is utilized for filling. After the proper density is obtained, the successive layers of fill shall then be placed and compacted in accordance with these specifications and to the satisfaction of the Engineer. SHOULDERS, -SLOPES, SWALES, AND E 4 RAL CONSTRUCTION: On roadways where no curly and gutter is required or called for on the plans, the base course and subgrade shall be extended as depicted 'in the standard details or shown on the plans. All cut and fill slopes shall be constructed . pp as shown on the approved plans. The Contractor shall be responsible for the stability of all slopes and shall replace any portion, which has become displaced. Where the plans call for construction of shoulders, berms, swales, intersections, approaches, private entrances or any other general construction, such work shall conforn to the lines, grades, dross Page 34 df 41 CADocuments and 5ettingsl1ynwood\Loca1 ettings\Temporary Internet Fi1eslContent.1E AFTU5L4QIO9- 5234_add.endu n - Attehement- [I ].DO F', L_.- J Fi� i �a J r- PECMCATIOI J ROAD CONSTRUCTION DESCRIPTION: The work shall consists of bringing the bottom of the excavations and the top of the embankments of the roadway between the outer limits of the roadway to a surface confonning to the lies, grades, and cross sections shon on the plans, of uniform required density, ready to receive the base or paving course. The finial elevation of the subgrade shall be within o.1 feet of the required. elevation. All submerged stumps, roots, and other unsuitable matter encountered in the preparation of the subgrade shall be removed and replaced with 'a suitable material. The material in the top 12" of subgrade shall be compacted to 98% of maximum density as determined by AASHTO T -1 o. The entire subgrade, including 2 feet beyond the edge of the proposed pavement, shall be thoroughly p lowed, scarified, and rnixed to a depth of not less than 4 inches below grade. All pot holes and other irregularities shall be filled with suitable material or trimmed down as the ease may be, prior to compacting. If the area xs cut to grade in natural rock, the top 24 inches shall be thoroughly plowed, scarified, and mixed. This plowed, scarified, and mixed layer shall be compacted to not less than 98 percent of the maximu rn density as determined by AASHTO Specifi- cation TW 18 0 prior to the placement of the base course. Amer the subgrade has been prepared as specified above, the Contractor shall maintain it free from rats, depressions, and damage resulting from the hauling and handling of any material, equipment, tools, etc. Ditches or drains shall be constructed and maintained along the completed subgrade section. Just before the base course is laid, the subgrade shall be tested as to crown, elevation and density. STABILIZED SUB GRADE Construct as shown on the drawings. Minimum limerock bearing ratio 40, 98% density. All per applicable Collier County requirements. BASE COURSE Construct as shown on the drawings. Milu*mum limerock bearing ratio 100. All per applicable Page 36 of 41 CADocuments and SettingsVyn ood\Loeal Settings\Ternporary Internet Fi1eslCantent.1E5\AFTU5L4 109 - 5A 4 addendu n � -- Attchement 2 [ l ] .D o Collier County requirements. Page 37 of 41 CA Documents and ctdn s\1yn ood\Local SettzngMemporary Internet FileslContent.1E5 .FTU5L4 lo9- 523 4— addendum -Aftehement 2 [ t 1. DOC x"`11 1 � J ARMOR COAT SCOPE: The Contractor shall construct an armor coat on the prepared base immediately aver its construction. The armor coat shall consist of either a hot sand mix or a texture of screening and cut back asphalt, Grade RC-70. ASPHALTIC CONCRETE SURFACE COURSE DESCRIPTION: The work specified in the section consists of the construction of an asphaltic concrete surface course composed of a mixture of aggregates, mineral filler and asphalt cement properly laid upon a prepared base, existing surface course in accordance with these Specifications and in conformity with the lines, grades, tbicl ness, and typical cross sections shown on the plans or standard details. Use Type -1 or -3 asphaltic concrete. STRUCTURAL ELEMENTS TESTING PROCEDURE Stabilized ruhgrade: After nu*xixxg of the subgrade, a sample is to be taken on the job -site by an independent certified laboratory of the contractors own choosing to detenine the proctor and LBR. Density tests are to be completed by a private certified laboratory of the contractors own choosing and using equipment capable of testing the full 12 inches depth in one test.- Density test shall be performed along the roadway at no more than 3 0 0' o .c. Density test results shall be submitted to the engineer for approval prior to construction of the lirnerock base. Limerock Base: A limerock sample is to be taken on the job -site by an independent certified laboratory of the contractors own choosing to determine the proctor and LBr . The limerock base is to be p laced in two courses -with. density tests to be taken and pa.ssirig on the first lift prior to placerneht of the second. lift. Density tests shall be performed on each lift along the roadway at no more than 300' o.c. Density test results shall be submitted to the engineer for approval prior to construction of the asphalt surface. The engineer is to be notified prior to testing so the testing procedure may be observed. gage 38o CA Documents and ett1ings11 ood\Loca1 ettings\Tempora Internet Fi1esl ontent. S FTU5L4Q109- CA3o_addendu - _Attchernent 2[1].DOC SPECIFICATION K STORM DRAINAGE SCOPE: This section includes ftrnishing precast reinforced, concrete box section, stone drain lines, manholes, and catch basins. _ a. Box Culvert - All precast reinforced concrete box sections shall conform to A TM C --850- 82 with less than 2 feet of cover and subject to ghway loadings. b. Pipe - All drainage pipe shall be reinforced concrete pipe conforming to ASTIR C -6, A T C -506 or ASTM C-507 and have tongue and groove joints. Jointing shall be made with an 110" ring gasket or approved equal. C. Catch Basins - Precast concrete or cast -in- place concrete as indicated on plans. d. Concrete - Concrete shall have a minimum Compressive strength of 3 000 psi at 28 days. e. Cement - For concrete shall confonn to Federal Specifications -C -1928 1 ) Type 1 or Type II. f. Aggregates -- For concrete shall conform to ASTM Specifications C -33. Maximum size of coarse aggregate shall be in accordance with American Concrete Institute 613. All aggregates shall be free of salt water and shall not be mined from salt water sources. g. water -- Shall be clean fresh and free from salt, organic matter, injurious amount of alkali and other deleterious substances. h. Reinforcing Steel - Deformed bars conforming to A TILT A- 15, Grade o; Meld point to be 60,000 psi, minimum. x. Castings - Manhole frames and covers to be of cast iron in conformance with Federal Specifications RR- F- -621b, or ASTM A-48. All metal to be cleaned and painted With one prime coat and two finish coats. Steel grates for meets to be in conformance with Federal Specification RR-0 -6 1 C. Page 39 of 41 C:\Documents and ettingsVynwood\Local Scttingffemporary Internet Fi1es \Content.1E5IAFTU5L4 109 - 5 34_addendum– - Attchcmcnt ? [I ].DOC 1 INSTALLATIONS a. Excavation - Shall be made to the ' li.nes and depths shown on the drawings and herein specified. The width of the trench shall be such that there is not less than six inches, nor more than twelve inches of space between the pipes when laid at the sides of the trench.. The sides of the trench shall be as nearly vertical as possible. Provide all trench bracing, sheeting, shoring or dewatering necessary to perform and protect the excavation.. The bracing, sheeting or shoring shall be removed after the completion of the baclll. When trench bottom material that pipe will rest on is found to be unsuitable, it shall be removed and replaced with suitable material or pipes installed on cradles, all to the satisfaction of the Engineer. Unsuitable material includes, clay, muck, organic natter, vegetation, peat, etc, b. Laying and Ynstaffing of Drain Pipe - Aber the trench has been excavated to the proper width and depth and the foundation support is satisfactory, the pipe shall be carefully lowered into place. Laying shall commence at the lowest point and continue upgrade. When bell and spigot pipe is used, the hell shall be laid upgrade. Cut out for bells to insure uniforin bearing along fWi length of pipe barrel. The bed for the pipe shall be so shaped that at least the lower quarter of the pipe shall be -in continuous contact with the bottom of the trench. Space shalt be excavated under the joint so that wheri the pipe is in place, the j oint shall not bear upon the ground. The barrel of each pipe, exclusive of the joint, shall be bedded to support the entire load of e pipe. Pipe may be laid underwater; a six (6) inch layer of pea rock for bedding pipe .1s required if laid underwater. Page 40 of 41 C:1Documents and SettingsllynwoodlLocal SettingslTemporary Internet Fi1eslContent.IE51AFTU5L4Q109- 5234 addendum - Attchement 2[1].DQC c. ac g - Trenches shall be baclfilled as soon as possible. The backfill materials shall be selected granular material which can be readily compacted and which contains no rocks larger than 2-1/2 inches, lumps, clods, clay, muck vegetation, or other objectionable material.. A x m* ftnum of 35 percent of the material shall pass the loo. 4 siege, The materials shall be carefully placed in loose lagers not exceeding six inches in depth and compacted by hand to a density and of a moisture content acceptable to the Engineer. Care shall be taken In placing and compacting the backfill to avoid displacement of the pipe. The trench shall be hand compacted to one foot over the talc of the pipe, the next two feet shall be compacted by wand or pneumatic tampers and the remainder compacted by any approved method. Under roads and paving the material shall be compacted to 90 percent of zna i �' nmurm density except the top six inches, which shall be compacted to 95 percent of laboratory maximum dry density. In turf areas compaction shall conform to adjoining material.. Compaction of the back fill material by jetting or ponding will not be permitted. d. Catch Bosuns - Install true to line and grade. Concrete base to be poured unformed against undisturbed earth. Pre -cast structures shall be set on a bed of " pea rock or hard gravel, well compacted. Backfill around inlets to be placed in layers not exceeding 12" and well compacted by hand or pneumatic tampers. Material for bask ill to be same as for pipes. there aluminum pipe comes m contact with the concrete of the catch basin, pipe shall be coated with bitumast c asphalt. e. Concrete - Concrete work shall be in conformance with the recommendations and requirements of the following American Concrete Institute Publications: ACI 318, ACI 347, ACI 613; ACI 614. Page 41 of 41 CADocuments and SettingAyn ood\Local Settings\Temporary Internet File s\Content.TE51AFTU5L4 \09- 5234—addendum - AttchementL [1].DOC S P E C I F I Ft ATIONS A NEW MAN FACTORING BUI DI G FOR U S41 A Collier Cou ty, Florida Specifications d ed July 3, 2009 SHEELEY ARC ITECTS,, INC. 12800 University rive, Suite 420 Fort Myers, L 33907 Phone: 239- $2 -2121 Fax: 239 -4 2 -1225 Q Grady Minor nd Associates 3800 Via el Rey Bonita Springs, Florida 34134 Ph. (239) 9 7-1144 Fax (239) 917-0375 Burgess En ineering 12995 So. C1evel d .Ave. #229 Fart Myers, Fl ida 33907 Ph. (239) 2 4 -0020 Fax (239) 2 4 -Q021 TALE OF CONTENTS GIENIERAL DESCRIPTION AND SCOPE OF PROJECT GENERAL AND SUPPLEMENTARY CONDITIONS SPECIAL CONDITIONS OF THE CONTRACT TECHNICAL SPECIFICATION DIVISIONS USDA Manufacfti ng Building — Maples} Florida Shreel Architects, Inc. Project No. 0$55 OF THIS CONTRACT i DI VISION REFERENCE Division I GENERAL, CONTRACTORS RS W0 1-1-1-8 SITE PREPARATION EXCAVA FOR FOUNDATIONS TON2 AND EARTHWORK Division 3 CAST-IN-PLACE CONCRETE 3-1-3-9 Division 4 UNIT MASONRY - : 4-1-4-13 Division 5 HOT DIP GALVANIZING 5 -1— 5 -5 Division 6 ROUGH CARPENTRY 6-1-6-6 Division 7 THERMAL AND MOISTURE PROTECTION 7-1-7-2 .. Division STOREFRONT, ENTRANCES, HARDWARE OWS A.1 FINISH 8-1-84 Division 9 FINISHES 9-1-9-6 Division 10 SPECIALTIES I o -1 --1 0- DYvlsxon 11 EQUIPMENT DT USED) Division 12 Division 13 FURNISHINGS USED) SPECIAL CONSTRUCTION 13-1-13-9. Division 14 HYDRAULIC ELEVATORS TD USED) Division 1 SUPPLEMENTARY GENERAL PLUMBING, , H AC AND ELECT UIREME T FOR CAL WOE 15- •1 -15- Division 15A PLUMBING 15A -1 —1A -10 Division 15B HEATING, AIR CONDITIONING AND VENTILATION 15Ew1 —15B -3 Division 16A COMMON FORK RESULTS FOR ELECTRICAL, 16A- I — 16A -7 Division 16B TEMPORARY POWER AND LIGHTING 16B-1 Division 16C RACEWAYS, BOXES AND CAB TS 16C -1 - 16C -3 Division 16D Divisi n 16E 'SIRING DEVICES IDENTIFICATION FOR ELECTRICAL 16D- 1 -I6D- SYSTEMS 16E 1 1 6E-4 i of 2 �l USDA Manufacbmin.g Building — Naples, Florida Sheeley Arcs, Inc. Project No. 0835 Division 16F GROUNDING AND BOND 11 T 16F -1 Division 16G HANGERS AND SUPPORTS 1 -1 Division 16H PANELBOARD 16 -1 Division 161 CONDUCTORS AND CABLE '161 -1 Division 16J LIGHTING CONTROL DEVIL Division 16K ELECTRICAL METERING S 16J -1 16 -1 Division 16L TRANSIENT - VOLTAGE SUP SSION 16L- 1-16L -4 Division 16M ENCLOSED SWITCHES AND IR UIT BREAKERS 16M- 1 -16M-2 Division 16 T LOW VOLTAGE TRANSFO RS 16N-1-16N-,2 160 INTERIOR LIGHTING FIXT S. 160-1-160-2 Division 16P EXTERIOR LIGHTING FIT S 16P-1-16P-2 Division 16 'COMMUNICATIONS 1 Q.1- 16 - .Division 16R ELECTRONIC SAFETY` A D $ECURITY 16R- R- oft 03_ ki USDA Manufacturing Building — Maples, Florida Sheeley AreMtccts, Inc. Project Number 0855 ON AND SCOPE OF PROJECT These specifications and the accompanying working' drawings formulate the scope and performance of the general construction work for a new m- ufacturing building for USDA A to be located in Collier Counter, Florida. The Project consists of a single story, pre-engineered metal frame shell building with metal sluing and C.M.U. base. It is 20,000 square fee and is located at the Immo alee Regional Airport in Collier County, Florida. The drawings. and specifications indicate the work t be included and not included i USDA Manufacturing Building-Naples, Florida Sheeley Arcbit�c% Inc. Project Number 0555 GENERAL AND SUPPLEMENTARY CONDITIONS OF THE CONTRACT TAE GENERAL CONDITIONS: The General Conditions of this Contract is the American Institute of Architect's Document A.2o f "General Conditions of the ontract for the Construction of Buildings ", hereinafter referred to as the AAA. Gener Conditions, which document is -hereby specifically trade a part of the Contract Do uments with the sane force and effect as though set forth in full. A copy of the AIA General Conditions is on le at the designing Architect's office. rf E PPLE E TA Y E�RI1 O DITIOl : The Supplementary General- Conditions co tain changes and additions to the AAA General Conditions. where any part of th londitions. AIA General Conditions is modified or voided b the �:pplenzentar ' General Condit ns, th6 unaltered provision shall remain in effect. Article numbering is same as general ARTICLE LE : TIME Paragraph. 8. . X of the General Conditions is odi ed by addition of the following: "Should performance of the Contractor's wor be delayed in adverse weather conditions or other conditions beyond his control, he hall give immediate notice of each such instance of delay to the designing Architect b telegram. Any rainfall which prevents all work during the moming hours and continu s past 2 :00 p.m. on a given day shall be considered a lost day." ARTICLE 9: PAYMENTS Article 9, paragraph 9.4.1 of the General nditions is amended by addition of the following: "Upon application for payment, .Architect sha l issue to Contractor 'a certificate for such amount as he decides to be prop rly due or s to in writing his reasons for-withholding certificate. Owner shall pay the sum specified in such ceitificate no later than thirty (30) days after the same is presented to him. No payment shall be made at any time which exceeds ninety percent (901/'o) of the Contract value f the work done and materials properly stared at the site, less than aggregate of prey us payments, until final completion and acceptance. loft USDA Manufamning Building Naples} Florida Sheeley Architects ., Inc. Project Dumber 0855 No payments made to Contractor or partial or entire use or occupancy of the project by Owner shall be an acceptance of any work or materials not in accordance with the Contract drawings and specifications. Final payment shall not be made until the Architect has certified that the project is complete in accordance with, the Contract drawings and specifications and .until the project is inspected and accepted by the owner and all other authorities required. by .Florida Law." ARTICLE 12: CHANGES IN THE WORK Article 12 of the General Conditions is amendcJA by adding the following: "Unless otherwise established, any additional Nvork caused by change shall be paid for at cost plus ten (10)'percent and should any cre it. occur because of such change, deduct cost plus five (5) percent. Cost shall mean actual receipted cost and shall not include overhead or profit. No change in the project or substitution in materials or methods shall be valid unless approved by the Owner in wn ing. No went, employee or office of the - Owner, ,Architect, engineer or other person s all have the right to authurrz changes - in any other manner. " , ARTICLE .13 : UNCOVER]ING AND CORRUCTION OF WORK Paragraph 13.2.5 of Article 13 of the Gener I Conditions is modified by substituting "seven (7) days " for the words "a reasonable ti a " in the first sentence. Article 13 of the General Conditions is modified and supplemented by addition of the following: "The making and acceptance of final payment shall not waive any claim for faulty work appearing after final payment of for failur, to adhere strictly to the Construction Documents. If any part of the project is g aranteed for a longer period under said Construction Documents, such a longer period shall be guaranteed by Contractor against defects resulting from the use of inferior materials, equipment or workmanship for one' (1) year from date of final completion and acceptance by Owner. If ithin any guaranteed ,period, repairs or changes are required in connection with guaranteed work, which in the opinion of the Architect is rendered necessary as a. result of. the use of materials, equipment or workmanship which we defective or not in-accordance with the tens of the Contract, Contractor shall within thirty (30) days of the 'receipt of written notice from Owner and without expense to caner, place in satisfactory condition in every particular all of such guaranteed work co rect all defects therein and make good all damages to the structure, site, equipment or core ent thereof. i. I . I 2 oft I USDA. Manufacturing Building — Naple,% Florida Shccley Architects, Inc. Project It 0855 CONDITIONS of THE CONTRACT TIME of COMPLETION: The , Contractor. awarded the work sh Z begin construction immediately upon award thereof, and shall faithfully and dilig tl execute the work in such a manner and sequence as to satisfactorily complete th or in every respect. The Contractor is to complete the work: in- 'Conformance with time. of completion as set forth in the Proposal F onn. The completion date is hereby interpre id to mean the substantial completion, and is referred to as cute on which Owner is ea ably of habitatxng the building. This shall also be considered the date of the issuance of e "certificate of substantial completion." $. PAYMENTS.- 1. Progress Payments shall be m de to - the Contractor on Certificate by the Architect, until a total of ninety o) percent of the Contract Price has been paid. Final payment Shad not be ma a until the Building has been accepted and approved by the Owner and the Architect. Payments to the Sub - contractors Shall be in accordance with the General. ConditlonS. 2. Payments to the General Contract r shall be made once each month. Requests for payments Shall be glade through e Architect. Payment Can be expected within fifteen (15) days after submission o the Architect. 3. Each payment shall be on the bas s of the 'Cost of the work in place and value of material stored at the site for the 4. The Architect shall certify a pay onth of that particular payment. ent of 0) percent of the value above, ten (10) percent shall be withheld from each monthly estimate until completion and acceptance of the project. ThD Architect shall use his best judgment In determining the correct amounts. 5. Payment Certificates shall be the andard AIA Document Forms G702 and. G703,1 submitted in triplicate by the Ge cral Contractor to the Architect. Submission should be on or about the twenty- fth day of each month. C. EXTR A Claim for extra cost shall be in conformal in the Work." No extra charge shall be ai be part of normal intent to complete and above the lump sum Contract price shall ,e to Article 12, General Conditions, "Changes horized or considered where such claim world properly .execute the work. No additional cost e considered justifiable unless authorized as a change order by the Architect and approv d by the owner. if a change order is required on the job which involves additional cost. it i D. E. inform the Architect in writing prior to Proposal request. No additional costs will CONTRACT DOCUMENTS: The Contract includes the Agreement, Specifications and Addenda. The intent materials, equipment and services of every terms and conditions set forth. ARC ECTIS ADAUNI TRATZOi : The Architect shall maintain -adrninistrati General Conditions. The General Contra( reached as. outlined below and the Archil stages, orally approving of disapproving th( limited to, these construction stages. USDA Manufacturing BuR g — Maples, Florida Sheeley Architects* Inc. Project # 0855 seeding with the change, by his issue of a considered justifiable unless so done. e General Conditions, the Drawings, the if these documents is to include all labor, ind to properly execute the work, within the n- of the project, in accordance with the Dr shall inforrn . the Architect at the stages et shall promptly make inspections at the work. Inspections shall include, but not be Z . After layout -and batterboards are fixed, prior to footing excavation. 2. At all tines. prior to placing of concrete (after reinforcing steel is positioned) in footings, beams, columns, lintels, .po t- tensioned slabs, etc. 3. At times when, concrete . delivery re hes job site. (Major pours of footings and perimeter beams. 4. At initial erection of structural frarn.' g. 5. At initial laying of masonry,,- 6. At commencement of roof deck appli ation. 7. At initial placement of roof covering. 8. After rough-in electrical work. 9. After rough -in plumbing work. Testir g shall be carried out at this time. 10. After rough-in. HVAC work. 1L. • At commencement at storefront and window installation. 12. At initial application of stucco. 13. At initial application of paint. 14. At commencement of paving work. The Architect shall select all colors, designs No changes in, details shall be done withou shall be responsible for verification of al drawings and shop drawings. F. PERFORMANCE BOND: The Contractor may be rewired, to furnish a 7.5 Guarantor. Bond, of the General Condit]' percent of the Contract Price. rid characteristics of finish materials. approval of the Architect. The Contractor dimensions on the construction working Dierformance Bond as required under Article onsa in the amount of one hundred 100) 2 of a i USDA Manufacturing Building -- Naples, Florida Sheeley Architects, Inc. Project # 0855 1 _ This Bond shall provide coverage- for faithful performance and completion of the Contract. 2. Payment of all obligations arioshl under this Contract for all labor, materials, and equipment employed for the worX. 3. Cost of this bond will be paid by e Owner, additional to the Contract price. These insurance requirements app y to all contractors for exhibits and structures. All insurers are required to be ratel at least A. by Best's Insurance Rating guide. Certificate of Insurance: required 4aming the "USDA." I ' I 3af6 4 G. CE: The General Contractor shall furnish th Owner and the Architect proof of carriage and coverage of proper insurance, as follows. I. Public Liabili -and Pr6 p e D age. Insurance as shall protect Contractor and all subcontractors, laborers, an personal injury, including accid materialm.en, from claims for damages for tal death as well as from claim of property damage which may arise from op rations under this Contract, in limits of liability for injury not less than $500,000 0 1,000,000.00 subject to the same limitation for- each accident. - Property damage insurance m the amount of not less than $5003000.00/$ 1,000,000.00: 2. Workman's Compensation Insur coverages from all Sub- contracto ce, for all employees on the project, including , where such employees are not covered by the General Contractor. 3. Fire Insurance nth Extended o loss or damage by fire, wind st era e with at least 100% Co-Insurance against rm, vandalism, and malicious mischief to the improvement and materials loca ed- on the site up to the full insurable value thereof, with extended coverage:. Such insurablei value thereof, with payment or loss thereunder - to- Contractor., S, ab-contractor, land Owner as their respective interests may appear, and the policies shall be delivered to and held by the Owner as trustee. This insurance Item 3 to be ourchased and paid for by the owner. Insurance requirement: These insurance requirements app y to all contractors for exhibits and structures. All insurers are required to be ratel at least A. by Best's Insurance Rating guide. Certificate of Insurance: required 4aming the "USDA." I ' I 3af6 4 Policies Required: 1. 2. 3. USDA Manufactaring Ruilding -- Naples, Florida da. heeley Architects, Inc. Project # 0555 A performance bond for the clue of the exhibits or building. Liability policy with limits of 5009000 / 1,000po_00. Fire and extended hazards coverage. (Including wind and flood). The policies of insurance p coverage, He SHOP DRAWINGS: I. 2. 3. am by the contractors - shall provide primary Shop drawings as required shall be submitted to the Architect through the General Contractor, in quadruplicate, for the following work: a. Foundation layout. : b. Reinforced and post - tension .d concrete. C. Structural Steel and misc.ellaieous metals. d. Pre - engineered Metal Buildi g and components. e _ ._..AVC ehaust, Tent and equl ent. layout. f. Electrical s i.tchgear layout. g.. other work which may be called for elsewhere. Manufacturer's literature shall be submitted to the Architect through the General Contractor, in quadruplicate, for the. following work, where appropriate: a. Windows, b. Aluminum doors, frames, and storefronts, steel and coil up doors. C. Miscellaneous metals and accessories. d. Pre -- engineered Metal Buildi g and components. e. Finish Hardware. f. Electrical fixtures and s itu gear equipment. g. Specialty items. h. other work which may be ca led for elsewhere. Both shop drawings and manufac rer's literature on above items must receive review and approval by the Arch tect and Engineer. The .Architect will be responsible for design, layout, an duality of the equipment. The General Contractor shall be responsible for measurements and installation.. Samples of paint manufacture and torochure, and any or all other products to be incorporated in the.work, requiring color, texture, pattern., substitution approval, etc., shall be submitted to the A hitect through the General Contractor for review, selection and approval. 4af6 i I I. MATEAL: l . when' several materials are spec' for use any of these specified. exclusively by trade name or by such items shall-be used, except Where the words 'nor approved e long as - substituted items is eq . specified. 2. Wherever any product is specifie and ASTM Standard, and Ameri Standard, the Contractor shall certifying that the product comp Where requested or specified, sup compliance. HOLD HARMLESS CLAUSE; USDA Manufacftu -I tg Building —Naples, Florida Sheeley architects, inc. Project # 0855 ed by name for one use, - ontractor may select Vhen an item or class of material is specked ame of the maker or by catalog reference, only vhen a substitution is submitted and approved. jai" are used, the Contractor may substitute as A in design, quality, and character as that in accordance with the Federal Specifications, m Standard Specification or other Association present an affidavit from the manufacturer ies with the particular standard specification. )ort test data shall be submitted to substantiate "The Contractor covenants to indemnify d save harmless the Owners from and against all losses and all claims, demands, pan nts, suits, action, recoveries aid judgment of every nature and description suffered or stained by the owners or brought against the Owners or by anyone or more of carne, b reason of am act of omission or commission of the said Contractor, the Contractor's ag nt or employees, in any manner relating to the execution of the work or in guarding the Same. This covenant shall continue during the period of construction and shall terminate. upon satisfactory completion of the Work and acceptance by the owner, and until expiration of the Statute of limitations or the warranty period, whichever is longer.11 WARRANTIES, WAfVERS AND U TEES* Z. 2. 3. Upon completion of the work, and prior to final payment, the Contractor shall furnish the owner his written wa anty and those of the Sub- contractor properly executed. Final waiver of Liens shall be urnished by the Contractor to the owners, properly executed, upon cornpletio of the work and prior to final payment The format for the waiver shall be simi ar to that included in the specifications. Upon completion of the work, an prior to final payment, the Contractor, shall furnish the Owner, written guarant s or bonds as. required. 5 of6 J. MATEAL: l . when' several materials are spec' for use any of these specified. exclusively by trade name or by such items shall-be used, except Where the words 'nor approved e long as - substituted items is eq . specified. 2. Wherever any product is specifie and ASTM Standard, and Ameri Standard, the Contractor shall certifying that the product comp Where requested or specified, sup compliance. HOLD HARMLESS CLAUSE; USDA Manufacftu -I tg Building —Naples, Florida Sheeley architects, inc. Project # 0855 ed by name for one use, - ontractor may select Vhen an item or class of material is specked ame of the maker or by catalog reference, only vhen a substitution is submitted and approved. jai" are used, the Contractor may substitute as A in design, quality, and character as that in accordance with the Federal Specifications, m Standard Specification or other Association present an affidavit from the manufacturer ies with the particular standard specification. )ort test data shall be submitted to substantiate "The Contractor covenants to indemnify d save harmless the Owners from and against all losses and all claims, demands, pan nts, suits, action, recoveries aid judgment of every nature and description suffered or stained by the owners or brought against the Owners or by anyone or more of carne, b reason of am act of omission or commission of the said Contractor, the Contractor's ag nt or employees, in any manner relating to the execution of the work or in guarding the Same. This covenant shall continue during the period of construction and shall terminate. upon satisfactory completion of the Work and acceptance by the owner, and until expiration of the Statute of limitations or the warranty period, whichever is longer.11 WARRANTIES, WAfVERS AND U TEES* Z. 2. 3. Upon completion of the work, and prior to final payment, the Contractor shall furnish the owner his written wa anty and those of the Sub- contractor properly executed. Final waiver of Liens shall be urnished by the Contractor to the owners, properly executed, upon cornpletio of the work and prior to final payment The format for the waiver shall be simi ar to that included in the specifications. Upon completion of the work, an prior to final payment, the Contractor, shall furnish the Owner, written guarant s or bonds as. required. 5 of6 USDA Manufa ,ring Building — Naples, Florida Sheeley Ar6hitccts� Inc. Project :# 4855 L, INTE RF TATIO The Architect acts as both the representative. of the owner and the interpreter of the Contract documents and the performance characteristics of the work. Should there be doubt as to the Intent, or meaning of these ontract drawings or work quality, the Owner or Contractor shall request, and expect to receive, interpretations from the Architect. END of SPECS I CONDITIONS 6 af6 i usDA manufacturing Building — Naples} Florida Sheeley Architects, Inc. Project Number 4$55 1--02 WORK NOT INCLUDED. Work which shall be accomplished by the Owner, or Sub-- contractor: A. Excavation and bacIfilling as requ ed for Plumbing, Electrical, and other trades (By respective trades). B. All items listed NIC (Not-in-Contract). C. All items listed on drawings'as not included. DIVIS ON I GENERAL O T TO ' WORK B. Examination of the Site. 1 -01 WORK INCLUDED: bmitting Proposals, shall personally visit the A. This Division includes all labor ail d materials to complete the construction of the building and site improvements, d to faithfully and diligently execute the cork m such a manner and sequence as finish. the work in every respect. B. In addition to the work of the othe Divisions, the xenera' l Contractor shall be responsible for all points listed un er Section 1 -, Description of for. C. procedures and perform -ances of t A.I.A. general Conditions. D. Impact fees, surcharge fees, utility connection fees, building permit review fees and any construction related fees. same. 1--02 WORK NOT INCLUDED. Work which shall be accomplished by the Owner, or Sub-- contractor: A. Excavation and bacIfilling as requ ed for Plumbing, Electrical, and other trades (By respective trades). B. All items listed NIC (Not-in-Contract). C. All items listed on drawings'as not included. 1-03 DESCRUPTION OF WORK: A. General-. Construction of the buiMng and site improvements. B. Examination of the Site. 1. All Contractors, prior to s bmitting Proposals, shall personally visit the site' of proposed work an thoroughly farniliari a themselves as to the nature and location of the orl, topography of the. ground, the character, quality, and quantity of th material to be encountered, removed and/or reused, and the kind of equi rnent needed for execution of the work. 2. Proposals shall tale into c nsider tion all such conditions as may affect the work under' this Con act. Failure to mention any specific item normally considered to' co lete the work, shall not excuse the Contractor from furnishing and installiag same. C. Clearing the Site: Verify grade and include .addltiona fill as required. D. Grades, Lines and Levels: I . The general Contractor sha l establish grades, lines and levels for his own warp and that of the Sub -co tractor. 2. The General Contractors all establish grades, lines, and levels and dimensions as shown on e drawings and shall report any errors or inconsi ten ies in the above to the Architect before commencing warp. 3. The General Contractor shall layout all partitions, masonry opening and building heights as a. guide to all trades. E. Permits. F. G. H. f. _ USDA Manufacturing Building —Naples, Florida sheeley Architects, Inc. Project Number 0955 1. The General Contractor shall pay for all building .permit fees. The General Contractor shal I, pay for all fees due to damage or repair of the public properties, property ownership by ethers, or utilities. 3. The General Contractor shall secure all certificates of inspection and of occupancy that may be requi 5 red by authorities having jurisdiction over the work. Temporary office(s). 1. The General Contractor shall provide and install one suitable temporary or portable office on the site, located in- an appropriate area through his own judgment or as. specifically d ected'by Owner. 2. Office and eggipment shall be made available for use by the General Contractor and the Architect uring . 3. Office egidpment shall inclu e phone lines, facsimile and photocopier all accessible to the above parties. 4. The office may also be use as a storage shed in part for supplies and equipment pro,vided� such Sir—age does not preclude its primary use as office ,space. 5. A set of plans and specifications shall be retained in this office at all times. 6. Such temporary office shall be removed from the premises upon substantial completion of the project. Temporary Telephone: I . The Contractor shall, at his ovm expense, install a job telephone. 2. All local calls shall be paid fo by the Contractor. 3. All long distance and toll cal s shall be paid for by the party making the call. Temporary Toilets The Contractor shall provide and maintain a sanitary temporary toilet located where directed. ti Shoring, Sheeting, and Bracing: I The General Contractor shat provide and maintain batter wards at all comers, and shall establish be ch marls to determine elevations. .2. - The. General Contractor shall provide all the shoring, sheeting, and bracing necessary and as required for proper execution of the work; and shall have same removed when work is c mpleted. 3. Shoring and bracing shall be ccom fished according to the requirements of the Standard Building Code 1-2 1 L� r-� 1 �I I ra L. M. USDA Manufactilring Building — Nap e% Florida Sheeley Architects, Inc. Project Number 0855 Security Fencing/Barricadesl ign e: The general Contractor shall provide fencing of entire site perimeter and an necessary security fencing and/or arricading for proper protection of pedestrian traffic. Appropriate warning sY ge shall be posted at regular intervals around site perimeter and at all entry/exit points of fence/barricade. Fencelbar.*cade shall meet minimum OSHA Standards. Protection: I . The General Contractor 411 yde uatel protect all trees shrubs lawns, � and all landscape work fro damage, providing guards and covering when deemed necessary. The c ntractor shad coordinate the location of the construction drive/entratice, with the owner and architect p rior to construction. 2. The General Contractor s. all at all tunes roide protection against p g inclement weather, so as .P maintain all work, materials, supplies, and equipment free from damag 3. The General Contractors all coordinate the work of all trades for protection of damage of one trade by mother. The General Contractor shy at all times provide protection by barricading or covering from damage to. xisting work in place. Damage: The General Contractor shall be Held res on.sible for all damages incurred by p g failure to provide proper protection and security, and shall replace same at his own expense. . /lean Up. I. The General Contractor sh I be responsible for the cleaning of all work by the Sub- contractor. 2. The General Contractor sh I maintain a clean and respectable site at all times-. 3. Upon completion of the prod et, just prior to final inspection, the building and site shall be broom cleaned, removing all trash and debris resulting from operations, all in accoidance with the general conditions, including the following: a. Remove all marks, tarns, and all other defacements from all painted, decorated, and natural surfaces. b. Remove all temporary protections and clean all floors at completion. C. Adjust, lubricate, clea and polish all finish hardware. d. dean all glass and g1s zing. e. dear grounds of all d bras resulting from General Contractor's and Sub - Contractor's ope ations and leave exterior grading prepared for landscaping. I -3 R -04 N. A IV USDA Manufacwring Building -- Naples, Florida Sheeley Architects, Inc. Project Number 0855 Guaranty-Warranty: 1. The General Contractor sh all, in the case of work performed by his Sub- contractors and where guarantees are required, secure warranties from said Sub - contractors d deliver copies of same to the Architect upon completion of the work. 2. The General Contractor sh.all. and hereby warrant all work perfonned by him directly and for which guarantees are required in the Divisions of this Specification, for eriod o one (X) year from. date of final acceptance of p p the work. Construction Sign: The Contractor provide rovide a 4' x 8% painted Construction Sip at the site, with rendering of buildig and names aid logos of Owner, Architect, Engineers and Contractor, of design as provided b3 r the ,Architect. Testing: 1. All tests as called for here` , to incline concrete and structural steel. All test costs shall be paid b the 0. ner. See applicable division for test standards and requirements. 2. be" erfor ' b an independent laboratory, including Testing shall p p repo rts, ins ction, advi ry, and consultation services as may be p , required. Laboratory shall a selected b the Architect. The General Contractor s all cooperate with the laboratory, making 3. T p arrangements for the required tests and delivery of test reports to the Architect. 4. If material fails - to ' meet minimum design standards, material shall be re- tested, and the- cost they fore borne by the Contractor. The material su pp er li., a �p licator, Sub -c ntractdr .and. the - Contractor shall be- held responsible for replacen'en of materials failing to meet the minimum standards., GENERAL CONTRACTORS ACT OBLIGAiIONS AND RESPONSIBILITIES; A. Supervision: X . The Contractor shall main in a competent, full- time Superintendent in charge of the work..- -The u p erintendent shall be qualified and have. suitable experience in the a of work involved. d h. be deemed not a ce table b the Architect or Owner, he shall �. ghoul p be replaced immediately by a Superintendent who is satisfactory, 3. All . work of the Sub-contractor shall-be supervised by the Contractor, and he shall be responsible for sarne. 1 -4 0 4. 5. The Contractor shall be responsible for connections of any and all equipment called for to be furnished by the over, wbere such equipment is identified on the draw gs. The General Contractor shall take frill charge of such equipment orn the time the items are delivered to the job, until set place and Bonn ted, tested, adjusted and placed into operation. The contract drawings in.di ate the extent and the general conditions of the work.,' ork: ' if any departures from the contract drawings are deemed necessary, details of such departures and the reasons therefore shall be submitted for approval. No such depart es shall be made without prior approval. Any incidental accessories or inor details not shown or specified, necessary to make 'the work cornpl te, normally assumed to be part of standard. construction inclusions an procedures, shall be included and furnished at no extra cost to the Owner. Where drawings and speci ications conflict, it shall be the responsibility of the General Contractor to bring such conflict to the attention of all parties involved, so that ad quate clarification can resolve the conflict. 1 -S r USDA Manufactuffig Building —Naples,., Florida sheeley Architects, Enc. Project N iaer 4855 workmanship 1. Materials and - equipment all be installed neatly and with the best. quality workmanship. 2. 'The Architect or owqe replacement of items, wh- reserves the right to direct removal and in. his opinion, do not present an orderly and. reasonably neat or wor anlike appearance, provided such an orderly installation can be made replacement shall be don ng cust omary trade methods. The removal and when directed in writing by the Architect or Owner, at the Contractor's expense and without additional expense to the owner: C. Connecting to the work of others i . Before starting. work, and from time to time as the work progresses, the Contractor shall examine Nvork and materials of all trades, and shall make known immediately cond1 dons which will prevent Satisfactory results in installation of the systems. .. Should the Fork start or continue without such notification, it shall be construed as -acceptance by the Contractor of full responsibility for the suitability of the work of 11 trades -to receive this work. The Contractor shall remove and replace, at his own expense, work under this Contract which may later be found suitable. 0 4. 5. The Contractor shall be responsible for connections of any and all equipment called for to be furnished by the over, wbere such equipment is identified on the draw gs. The General Contractor shall take frill charge of such equipment orn the time the items are delivered to the job, until set place and Bonn ted, tested, adjusted and placed into operation. The contract drawings in.di ate the extent and the general conditions of the work.,' ork: ' if any departures from the contract drawings are deemed necessary, details of such departures and the reasons therefore shall be submitted for approval. No such depart es shall be made without prior approval. Any incidental accessories or inor details not shown or specified, necessary to make 'the work cornpl te, normally assumed to be part of standard. construction inclusions an procedures, shall be included and furnished at no extra cost to the Owner. Where drawings and speci ications conflict, it shall be the responsibility of the General Contractor to bring such conflict to the attention of all parties involved, so that ad quate clarification can resolve the conflict. 1 -S r a E. F. USDA Manufacturing Building -- Naples, Florida Sheeley Archxtectsx Iuc. Project Number 0855 Drawings and Specifications: I . The Contractor shall =miine the architectural, structural, civil, mechanical and electrical drawings, and specifications, prior to. The Contractor shall furnish, install and connect with appropriate services, all items without additional expense notified of discrepancies, ornissions, to the owner. The Architect shall be conflicts or interferences which may occur between drawings and pecif jications. 2. The drawings are di tic and indicate, the general arrangement of equipment and work include in the Contract. Consult all other Contract drawings, specifications, details and shop drawings for exact locations of fixtures and equipment. Dimensional information shown on structural and architectural drawings shall take precedence over the mechanical or electrical drawings. 3. The Contractor shall follow drawings of other trades to the drawings ire laying out work, check the erify spaces in which work will be installed and maintain headroom ands ace conditions at all points. Handling of Equipment and Material L . The Contractor shall be res onsible - for the proper receiving, housing, handling and. delivery to the proper location, all equipment and materials required to be furnished by material suppliers. his work and that of Sub - contractors and 2. After delivery,. before and. aft r installation, equipment and materials shall be protected against theft, ink or damage from. all causes. . All materials stored on site shall be properly protected from injury or deterioration. Materials shal not be stared in contact with the ground or floor. 4. Materials showing signs of corrosion, improper handling or storage shall be replaced. 5. Provide continuous protecteo for all equipment already installed. 6. The Contractor shall be resp nsible for the repair, replacing, or touch -pup of fmished surfaces which may have been damaged as a result of the work or operations. 7.._ The Contractor shall carry suftable insurance as prescribed by law for the protection of his employees, other persons, materials and equipment on site. Cutting, Patching and Excavations:. All cutting and patching normally �required for work under this Division shad be done by the Contractor. Should the removal of finish work be required, due to negligence or untimely placement of work, the removal and replacement of said work shall be done by the Contractor at no additional expense. 1 -6 . L 1 G. H. USDA Manufacturing Building — Maples, Florida Sheeley Architects, Inc. Project Number 4855 Removal of Rubbish: The Contractor shall maintain pre ises free from accumulation of waste material or rubbish caused by his employ es or or1�� At completion of work, he shall remove tools, scaffolding, materi s and rubbish from building site and leave the premises and his work in a clear, orderly and acceptable condition.. Schedules, Materials, Submittals and Inspections: 1. As, soon as practicable m Ld within thirty (30) days after ward of the General Contract, and b..fore commencement of installation of any material or equipment, a c 6 replete schedule of same shall be submitted in sextuplet for approval of t1le Architect. , The schedule shall include catalog cuts, diagrams, drawings, 4 1,ertified ratings and such other descr*ptive data as may be required. T consideration will be given to partial lists submitted from time to tale.. Data shall be compiled into brochure form. 2. levier rendered on subnl ttals shall not be considered as a guarantee of measurements or building onditions. Where drawings are reviewed, and review does not mean tha t drawings have been checked in detail, said review does not in any wa. relieve the Contractor from his responsibility for famishing material .or Performing work as required by the Contract, drawings and specification . 3. Contractor shall prepare, assemble and provide required test reports, maintenance manuals, certificates, guarantees and letters of instruction. Contractor's representative responsible for work under this Division shall be present at the time of acreptance inspections and shall furnish required mechanics, tools and ladde s to assist in the inspection. 4. Prior to requesting final inspection, Contractor shall clew., and where required, paint or refinish equipment installed. All exposed equipment materials shall be finished to match walls or ceilings. All exposed equipment and materials scratched or otherwise damaged, shall be painted with factory supplied color matched paint. Interior of equipment shall be vacuum cleaned free of dust and debris. 5. List of items to be correct d as a result of acceptance inspection will be furnished to the Contrac r. Notify Architect, in writing, of items appearing on list for corn ction disputed by Contractor. When ready, request in writing a re -insp ction of work. 6. Maintain. one (1) set of co struction documents in field office, not to be used in field for constructs , for use as "As Built" record. Records shall be kept daily using colored encil. At completion of construction, request and pay for set of reprod ibles of construction drawings from original tracings, Transfer all as-b.iuflt information to reproducibles and provide two (2) sets of prints. Provide one set of as-built prints to owner and one set to Architect. As -built information shall be shown to scale, using standard symbols listed in the legend. 7. The Contractor shall Barn` h three (3) complete sets of operation and maintenance instructions a lying to each piece of equipment installed in conjunction with this Contr ct. 1--7 8. USDA 11rl�ufaeftu ng Building — Naples, Florida Sheeley Architects, Ine. Project Number 4855 The Contractor shall fully instruct. a representative of the Owner in the care and - operation of all systems, and shall furnlsh a letter -to the Owner advising of-the particular perso.n who has received such instruction. Ezvn of nIvisIoN l -8 I I I I USDA Manufacturing nuil —Naples, Florida Sheeley Architects, Inc. Pro ect Number O 5a DIVISION 2 SITE PREPARATION, EXCAVATION ADD EARTHWORK FOR FOUNDATION PART I - GENERAL 1.01 RELATED DO CUMEENTS. A. All requirements of Division 1 fbzms a part of this section. B. A subsurface investigation and oils report shall be completed for this project. A ll work iri this section shall co ly with the soils report. 1.02 SITE: A. Site of proposed work in general is as shown on the site plan. See site development documents (by o ers) for -detailed site work and site work specifications. _ .B. Location of service utilities indicated on the drawings shall be verified by the Contractor. C. Elevations of finish floor lines i L!4 lation to existing grades are established, and according; to site drainage and pa g plan. D. Any discrepancies between these specifications and the site civil drawings should be addressed to Q Grady Minor a d Associates. ' 1..03 'BUILDING LAYOUT: A. Building corners staked out on a site and reviewed with the Architect prior to establishing permanent building. B. Property boundaries as shown on he Site flan shall be verified by the Contractor. If any contradiction occurs be en the dimensions shown on the Site Plan in reference to the property lines an building situation, the Contractor shall notify Architect, and adjustments made to rectify the contradictions as directed by the Architect. C. Building stake --out shall be provided prior,. and coordinated with, the footing excavation. Footing excavation shall all not commence until after stale --out has. been reviewed and approved by the Surveyor., D. The Contractor shall also establish the floor' elevations as denoted on the drawings. Ground floor elevationg and building locations shall be established by a Registered Land Surveyor. 1 I 2_i 1.07 EXISTING STRUCTURES: A... Care shall be exercised during excavation, backfilling, and compaction work to avoid damage to existing buildings o foundations. 1. PROTECTION: 2 -2 USDA Manufactuixg Budding — Naples, Florida Sheeley Architects, Inc. Project Number 0555 1.04 REQUIREAMNTS of REGULATORY AGENCIES; A. Comply with federal, state, local, mid other duly constituted authori l L A. B. C. D. E. F. G. USDA Manufacturing Budding -- Naples, Florida sheeley Architects, Inc. Project Nwnber 0555 Protect trees and dispose of all re owed trees including stumps and roots. Protect bench marks, existing -s ctures, fences, sidewalks, paving, and curbs free equipment and vehicular tra "c w' Protect 'above and below grade ut` ities which are to remain. Protect excavations by shoring, bracing, sheet piling, underpinning, or other methods required to present cave n or loose soil from. falling into excavation. Notify Architect /Engineer of un pected subsurface conditions and discontinue affected Work in area until n-otifie to resume work. Control grades in vicinity of excavations to prevent surface water running into excavated areas. Conduct earthwork operations un er this division to insure against rain wash and silting of watercourses, 'ponds and adjoining property resulting therefrom. Should such silting occur, restore such reas to their original condition if outside the grading areas, or to lines, grades d conditions shown specified if within grading areas, all at no cost to the Owner. PART 2 - MATERLkL 2.01 FH,L I ATEI AL : A. Fill material shall be as specified i.n the soils report or at least clean fine sand, free of rubble, organics, clay, debris nd other unsuitable material. Pill should be tested and approved prior to acqui it! B. Source of new material and length of haul shall be the Contractor's responsibility. C. Drainage fill: Crushed stone or gravel so that 100% passes 1-1/2" sieve with not more than 10% passing -a No.. 4 i e. ours, and datum. d utilities. Stake and flag locations. d. aerial utilities. e . and relocate utilities as required. :ig utilities remaining which pass through work atering prior to any earthwork operations. 0 soils- report. 2 -3 PART 3 w EXECUTION 3.01 PREPARATION. A. Identify required lines, levels, cord I . Identify known undergrour. 2. Identify and flag- surface ar 3. Notify companies to reimov. 4. Maintain and protect e isti area. -B. If required, perform remedial de, C. Clear defined in th and grub site as ours, and datum. d utilities. Stake and flag locations. d. aerial utilities. e . and relocate utilities as required. :ig utilities remaining which pass through work atering prior to any earthwork operations. 0 soils- report. 2 -3 USDA Manufacturing Building — Naples, Florida heeley Architects, Inc. Project Number 0555 D. Proof -roll. the sub - grade in acco dance with the soils report and under the observation of the testing laborato . Proof-rolling will help locate any zones of especially loose or soft soils not encountered in the. soil test borings. Then undercut, or otherwise treat these z nes as reconnended by the testing lab. E. Testing the sub -grade for compaction will be as - directed by the testing laboratory and as shown on the structural dramiinizs. 3.02 "ILL: A* - Pill in areas where required shall be placed in loose lifts as directed by the soils report. B. In load - bearing areas, fill shall. be r or at least to 95%. of. maximum ono within two pereent (2 %) points of c (ASTM.D- 15 57 is recommended.. C. Perform compliance tests within the ompacted as recommended in the soils report [ified Proctor dry density. A moisture content ;)f Low] C. 1:11 E. USDA Manufacturing Buildiug — Naples, Florida Sheeley Architects, Inc. Project Dumber 485 5 The geotechnical testing laborato shall determine the depth of ground water just prior to construction to determine at de watering will be required. Water control will consist of, bit t not necessarily be lirnited to, well points, sumps,. and pumps, in conjunction pith berms and 'any needed ditches. Deep-wells will not be permitted. Approval by the Architect of dal submitted shall not. relieve the Contractor of full respons�bility for adequacy o dewatering system.. In the event that -during the progress of the work it is determi that the de attiring system is inadequate, the Contractor shall install and opera such additional de watering equipment and/or make such changes in t syste or plan f operation as may he necessary to perform the dewa.tering system in i m adequate manner. Groundwater shall be maintain d at bast 24 inches below all earthwork, foundations, and compacted surfa s, or as directed by the testing laboratory. 3.05 BACKFILL UNDER AND AROUND BliJILDIlYG AREA: A. All debris shall be removed from cavations prior to backfilling and filling. B. Backf ll under and around bull ng area sha11 be placed in loose layers not exceeding 12" and shall b comps ted as defined in the soils report or at least to a density equal to Sa of the modi ed Proctor maximum dry density a per ATh D69 --70. C. Backfxll in electrical p lumbing arid mechanical trenches shall be compacted to previously specified density. 3.06 GRADING: A. Grade areas to lines and elevatio indicated, including adjacent transition areas. Smooth finish surface within spec fled tolerances. Compact and bring to uniform levels or slopes between points where elevations are shown or between such points and existing grades. B. Unless shown on the drawings, slope the grade evenly to provide drainage away from the building. C. Complete the grading operations after the building has been finished, utilities installed, site improvements constricted, and all excavated materials, rubbish, and debris removed from the site. Leave grade for lawns and planted areas clean and at required grades. 3.07 TESTING: A. A qualified licensed geotechnical all necessary quality control testin; B. All testing shall comply with the p C. See structural drawings for a minis D. Provide samples of materials pr( laboratory personnel in obtaining esting laboratory shall be retained to perform for earthwork. :)iect sails report. um testing program. nosed for fills as required. Cooperate with mples, and during quality control testing. - ' I 2 -5 f USDA Manufacturing Building -- Maples, Florida sheelcy Ambitects, Inc. Project Number 0855 3.08 SPECS NOTES: A. Fill material shall r.ot. be placed agrainst walls -until 7 days after grouting of masonry cells. Compaction of e or fill. and interior bae f ll shall not be performed until wall grout has cured 14 days. B. Igo not use drum compactor within feet of walls. Compaction v4thln 6 feet of walls shall be accomplished with a. h4nd operated vibratory compactor. END OF D SION 2T PART I GENERAL 1.01 SCOPE -#- USDA Manfactiring BuDd -- Maples, Florida Sheeley Arehii , Inc. Project umber 0555 DIVI ION 3 STRUCTIAL CONCRETE This section shall, cover materials and methods for performing the construction and placing of all reinforcing steel; concrete, joints and all other items pertinent to the Structural Concrete and necessary to complete the project full accordance with the Plana and Specifications. 1.02 GENERAL � A. ENGINEER EER shall be given 24 houra advance notice of all concrete placement: No concrete shall be placed prior to inspection and approval of ENGINEER. EER. fate: This shall not preclude any inspec ons required b Building Pern�.it) B. CONTRACTOR shall provide a] items, articles, materials,, f6rms, operations or methods listed, mentioned or sch duled. on the plans or herein, including all labor, materials, equipment and Ynciden is necessary are required for completion of all concrete work, both cast- in-place and pre -cast. 1.03 SPECIFICATION AND STANDARDS FEREN E A. Where supplementary specifica ons or standards such as A T , ANMA, AA PITO, etc., are referenced, su references shall be latest edition. B. All work -shall be completed in ''accordance with the applicable sections of 'the Florida Building Code and follow specifications and standards; AI --301, Specification for Structural anc to for Buildings; Al- - 1 5,. Details and Detailing of Concrete Reinforcement; A I- 1 , wilding Code Requirements for Reinforced Concrete; and A.I --347, Recon-IM04ded Practice for Concrete Formwork. 1.04 QUALITY ASSURACE A. Plant Qualification; Plant equip ent and facilities shall meet all requirements of Check List for Certification of R dy Mixed Concrete Production facilities of the National Ready Mix Concrete Ass ciation and A T I C 94. B Testing: An Independent Testing Contractor shall make required informed of construction schedule oratory -approved by Engineer and retained by. The contractor shall beep the laboratory 3 - 1 UBAUTTAL FA A USDA Manfacwring Building — Nacpks, Florida heel.ey Architect, Lae. Project Number 0855 Shop Drawings: Submit to Engineer for approval shop drawings for reinforcing steel, including,_ but not limited to: 1. Bar Schedule, stirrup placing, diagrams of bent bars, and arrangement of assemblies. Drawings shall also show the type spacing and arrangement of spacers and chairs for reinforcing steel. 2. Make - einforcing steel .shop dra ings in acc 'ordance with ACI -315. Include sufficient plans, sections and de `l to permit placement of steel without more than casual reference to the drawings. 3. Location of all proposed construction joints. Shop drawings for formwork are not required. Design of formwork is _Contractor's responsibility. Concrete Submittals: No concretes all be furnished until the following submittals have been approved: 1. Plant Qualifications:. Satisfactory evidence indicating compliance with specified qualification requirements. 2. Materials: Satisfactory evidence ndicating that materials to be used, including cement, aggregates mimes and curing compound meet the specified requirements. 3. Design Mix: Shall be prepared by qualified persons and submitted for approval. Design of Mix is responsibility of contractor subject to limitations of specifications. Approval of this submission will be only to indicate minimum requirements of Specifications ha ic been met. Such approval will in no way alter responsibility of the Contract r to furnish concrete meeting requirements of Specifications relative to strength Ond slump. PART 2 PRODUCTS 2.01 AGGREGATES a All aggregates shall meet the requirements of ASTM C33 and C88 concerning deleterious materials and soundness. Coarse aggregates{ small be hard, clean washed gravel or crushed stone. Maximum size shall not be larger than one -fifth the narrowest d. irrxensxon between forms of the 3 -2 member for which the concrete is clear spacing between reinforcing TISDA. Manufacaning Building — Maples, Florida Sheeley Architects, Inc. Project um. 0855 d nor larger than flu-ee- fourths of the mini. num s, nor larger than one inch. C. Pine aggregates shall be clean, sharp sand. Sand with less than 2.1 fineness modulus, more than 50 pprn c acid or organic content exceeding organic Platte No. 3 (ASTM C 40) shall not'be a ed. 2,02 CEMEENT A. Cement shall be Type I or H, domestic Portland cement, meeting the requirements of ASTM C 150. 2.03 WATER A. Water shall be clean, fresh, fi substances, acids or alkalize. 2.04 EXPANSION JOB MATERLAL A. Prerndlded expansion joint filter resilient, compr ssible re-- expandi 2.05 REINFORUNG STEEL from miurious amounts of mineral, organic 1ps shall be thickness indicated of premolded, nonextruding, bituminous and fiber materlaal. A. Intermedi H p P n P pp S or manholes (Less than ten fat depth) and all other concrete members not included i 1 J LJ a" C. Two copies of all test reports to the CONTRACTOR by the USDA Manufactning Building — Naples, Florida sheeley Architects, Inc. Project Number 0555 be sent directly to the E1EqEER and one copy CONTRACTOR is fully responsible for all concrete and concrete work and finishes and shall reject all delivered conevete and finishes not meeting these specifications. He shall be responsible for see n laboratory representative when such data is taken for the OVER or by other dependent tests. In case of discrepancies in data secured, the OWNER!s data is cc nsidered conclusive. The Testing Laboratories" representatives shall R" =- ediately notify the ENGMER. of any variation from specified properties of delivered concrete. In the event the ENGINEER is not available to render judgement on acceptability of concrete not meeting the specifications, the testing laborato representative may inform. the CONTRACTOR of such nor -complia 6e and the concrete shall be considered rejected and shall be removed permanently from' the job Concrete so rejected shall not be returned to the job under any conditions. 2.11 SU13STANDARD TESTS A. If the strength of any cylinder compressive strengths called for c order a change in the proportions o structure, require conditions of to required strength or also may requi Securing, Preparing and testing S1 and Flexural- Strength' (ATM of the 'structure so affected. T Inde: be promptly demolished and rerr concrete meeting specification requ 2.12 RE, Y -NJEIX CONCRETE A. Ready-mix concrete shall meet the time from charging to discharging E. Additional water up to one gallon job site to adjust slump if neces added to increase air a maximum o PART EXECUTION 3.01 FORM a for any portion of the structure falls -below 1 the Plans, ENGINEER shall have the right to the water content of the remai In C. rol USDA Mam&ettning BuMag — Naples, Florida heeley Archfi s, Inc. Project Number 0$55 Joints shall be tight and leak proof ar d arranged vertically or horizontally to conform to the pattern of design. Where fo s are placed in successive its for continuous surfaces, they shall be fitted to accur to alignment so that the completed surface shall be smooth and free from irregulariti s. In long spans, where intermediate supports are not possible, the. anticipated de ection in the forms due to weight of the fresh concrete shall be accurately figure and taken into account in the design of the forms, so the finished concrete members will have true surfaces conforming accurately to the designed lines, planes and elevations. Lumber used in forms shall have nabs withdrawn and surfaces exposed to concrete carefally cleaned before reuse. Al . for s shall be constructe to be removed readily without hammering or prying against the concrete. Temporary openings shall be prodded as necessary in the bottom of wall and pier forms to facilitate cleaning and inspection. Openings in sides of column forms shall. be used to limit the free fall of concrete to that specified in this section of the specifications if tremies are not-. used. Forms shall be constructed so that the sides may be rpmoved with the bottom remammg m place. Forms shall be coated with oil, applied. before the reinforcement is placed. Form oil on reinforcement will not be Permitted. Load supporting form stripping sh 1. require concrete tests to insure sufficient strength. 3.02 REINFORCING STEEL A. Reinforcing steel, fabricated too sha es and dumensxons shown, shall be placed as indicated on the drawings in acco ance with "'Manual of Standard Practice for reinforced Concrete Construction "', a3 publisbed CRSI, Concrete. Reinforcing Steel Institute, B. In all points where bars lap or splice, a wire tied, minimum lap of 24 bar dlanneters shall be provided, unless otherwise shown. Splices in piers (columns) shall be .lapped 24 bar diameters of smaller bats to transfer the full stress, by bond. C. Except as otherwise shown on the A= or specified, construction shall conform to the following requirements; Minimum Concrete Covering ver Steel Reinforcement Beams & Girders: Two Inches Primary Steel Slabs: Three - fourths Inch Walls: Two and One -half Inches Foundations & Salt water tr ctures; Three Inches D. Shop detail and placing drawings for all reinforcing steel and accessories shall be furnished for approval by ENGINES . No fabrication shall be done except from approved Shop Drawings. 3 -6 . L r �J 3.03 EXFANSION Jon TT`S A. Expansion joint materials shall b approval of ENGMER. - In no i Items bonded into the concrete be i 3.04 CONSTRUCTTON JOINTS A. Joints not shown or specified sl appearance of the work. placerner the surfaces of concrete which ha attained initial set before addition shall be placed 'in one operation . successive pours as required by tht slabs on grade. 105 PLACING CONCRETE A. Concrete shall be handled from th deposit in a continuous manner an operation, approved by the ENGIN initial set or has contained its wa1 deposited in the work. Concrett practicable in its final- position to concrete shall be compacted with a mixture into corners, around reinfi honeycomb. Concrete shall no sufficiently to cause the formatio: section. Concrete shall not be ally greater drops are rewired, a tremi shall be employed. The discharge be effectively compacted into horb with a minimum of lateral rnoverne 3.06 PROTECTION AND CURING USDA Manufacturing Builder — Naples, Florida Sheeley Axchitects, Inc. Projw Number 0$55 installed as indicated on Plans and subject to -5e shall' the reinforcement or other fixed mew i continuous through an expansion joint. dl be located as to least impair strength and of concrete shall be canied on at such a rate that ,e not been caned to joint levels will not have I concrete is placed thereon. Beams and slabs Special provisions- shad be nude for jointing ENGINEER. Keyed cold joints shall be used in mixer or transport vehicle to the place of final I as rapidly as practicable until the given unit of -Eli, is completed. Concrete that has attained its D,r content for more than IV?, hours shall not be shall be deposited in the forms as nearly as t "id rehandling. Immediately after depositing, vibrator to force out all air pockets and work the rcernent and inerts and prevent the formation of be placed on concrete which has hardened of seams and planes of weakness within the wed to drop freely more than eight feet. Where r or other method approved by the ENGMER )f the tremic shall be controlled so concrete may )ntal layers not exceeding 12 inches in thicknes§ A. Concrete shall be protected from e loss of surface moisture for seven days. The method of application of curing a ents shall comply with all recommendations of the manufacturer. ' 3.07 FINISHES OF CONCRETE OTHER T I AN FLOURS AND SLABS FA Any slight honey comb and mino defects shall be patched in all concrete, using. cement mortar. ' I 3 -7 E B. Smooth ash shall be given to all obtained by use of plywood or fo: the plans.. Joint marks shall be s finished surfaces smooth and unmE 3.08 CONCRETE SLAB Fr1 a I� C. In preparing base slabs for various finishes, slabs shall be struck off true at the req red level. below the elevation or grade of the finished floors, as shown on the Plans. Floors shall be level ithm* tolerance of 11 inch in 10 feet, except where floors pitch to drains. Floor slabs to receive mortar setting beds or integral floor finish shall be screeded level and sui DIVISION 4 UNIT MASONRY N.V PART I ' -ENERL USDA anufae _ ing Build — Maples, Florida Sheeley Architxts, Inc. Project Number 4855 1.01 RELATED loo UMIE TS �A. Drawings and general provisions of Contract, • including General and Supplementary Conditions and Division- 1 Specification Sections, apply this Section. 1.02 SCOPE OF WORK A. Provide labor, material, equipment and perform operations • necessary for, and incidental to, erection of mason work. . B. Related sections: The following sections contain requirements that relate to this section: 1. Divisions 3 section "Structoral Concrete" C. Products installed but not furnished under this Sect -Ion include the following: 1. Not Used woad nailers and bloc ng built into unit " rnason-ry are specified in Division 6 Section "Roug CarpentryT1+ 3. Re lets `in masonry joint for metal flashing are ' specified 'in Division 7 Section Flashing and She Metal". 4. Hollow metal frames in u it masonry openuigs are specified in Division S Section "Steel Doors and rames". 5. Hollow metal frames 'n it masonry openings are specified in Division 8 Section "Custom Hollow etal- 4J'ork". 6. Sealants 1.03 SYSTEM PERFORMANCE RE U MEND'S: A. Provide unit masonry that develo s the following installed -compressive strengths (fm): i . fm = 1500 psi on net area. 1.04 SUBAUTT. LS: A. Submit for review, manufacturer; literature and/or drawings of material that is pre - fabricated or pre- assembled. 1. Product data for each iff` rent masonry unit, accessory, and other manufactured product indi it aced. 4,1 �J USDA Manufaeftuing Bu].dhng — Naples, Florida SheeYey Archite 9, Inc. Project Number 0555 2. Shop drawings -for re' orcin detailing fabrication, bending, and placement of unit maso reirnforcing bars. Comply with ACI 31 "Details and Detailing of Concrete Reinforcing" showing bar schedules, stiirup spacing, - diagrams of bent bars, and arrangement of masonry reinforcement. 3. Submitted shop drawings must be checked and signed by the General Contractor. 4. Material certificates signed by manufacturer and Contractor certifying that each type of masonry ur. it complies with requirements specified in referenced unit masonrr standard, including fire performance characteristics. 5. Hot weather constructio procedures evidencing compliance with requirements specified in re erence unit masonry standard. 6. Results from tests and ins tions performed, by Owner's representatives will be reported promptly d in writing to architect and Contractor. 1.05 QUALITY ASSURANCE: A. Unit. masonry standard.; A.CI 5 0.1 /A. CE 6 "Specifications for Masonry Structures ". B. Fire perfortnance characteristics: Where indicated, provide materials and construction identical to those of assexxiblies whose fire resistances has been determined per ASTM. E 119 b a 'testing and inspecting organization, by equivalent concrete masonry this ess, or by other means, as acceptable to authorities having jurisdiction. C. Single source responsibility for n,iasonry units: obtain mortar ingredients of uniform quality, lncludm' g color for exposed. masonry, from the manufacturer for each cementitious component an . from one source and producer for each aggregate. D. The contractor shall retain a qualifi d testing laboratory to perform the following tests: I . Sample and test grout in accordance with ASTM C1019 for each 5000 square foot of masonry. 2. Slump tests - ASTM C143. E. When requested by the ArchitecVEiigineer, a qualified testing laboratory shall be retained to perform masonry prism est in accordance with AASTM E447, Method B. modified as follows: I . Prisms shall be stack bond, a unit tong and thick with a full mortar bed. . Limit height/thickness ratio om 1.33 - 5.00. 3. Provide a minimum of one Joint. One set of three 3) prisms prior to onstruction and during construction for each 5000 square feet of wall. 1.06 DELIVERY, STORAGE, AND HA_ DL : A. Deliver masonry material to project 'n undamaged condition. 4 -2 i I �J L11 1.07 USDA Manufacturing Building — Naples, Florida sheeley Architects, Inc. Project Number 08 5 5 f the ground, under cover, and in a dry location lama.ge due to moisture, temperatire changes, causes. 'If units become wet, do not place until ground, under cover, and in dry location. and other required characteri sties can be ded. ling - metal items to prevent corrosion and PROJECT CONDITIONS: Store and handle masonry units o: A. to prevent their deterioration or cover tops of walls, projections, and sills contanunants, corrosion, and othe with waterproof sheeting at end units are in an air-dried condition. C. Store cementitious materials off tt D. Store aggregates where gradln� Extend cover to minimum of 24 inches maintained and contamination av c B. Store masonry accessories inch accumulation of dart and oil. USDA Manufacturing Building — Naples, Florida sheeley Architects, Inc. Project Number 08 5 5 f the ground, under cover, and in a dry location lama.ge due to moisture, temperatire changes, causes. 'If units become wet, do not place until ground, under cover, and in dry location. and other required characteri sties can be ded. ling - metal items to prevent corrosion and PROJECT CONDITIONS: A. Protection of rnasenry: During erection, cover tops of walls, projections, and sills with waterproof sheeting at end f each day's work. Cover partially completed masonry when construction is not n progress: B. Extend cover to minimum of 24 inches down both sides and hold cover securely in place.- C. where ohe wythe of multi,wythe inasonry walls is completed in advance of other w thes, secure cover a mini 'turn of 24 inches down face next to unconstructed wthe and hold cover in place. D. Do not apply uniform floor or roof loads , for at least 12 hours and concentrated loads for at least 3 days after bull ng masonry walls or columns. E. Stain prevention: Prevent grout, mortar, aad soil- from stair xng the face of masonry to be left exposed or p nted.. Remove immediately any grout, mortar, and soil that comes in contact wi such mason. P. Protect base of walls from rain ' lashed mild and mortar splatter by means of covering spread on ground and ov r wall surface. G. Protect sills, ledges, and projectxo from mortar droppings. H. Protect surfaces of window and door frames,. as well as similar products with painted, and integral finish from M rtar droppings. I. Hot weather construction: Comply with referenced unit masonry standard. PART - GENERAL 1 2.01 MATERIALS — GENERAL: A: Comply with referenced unit mas my standard and other requirements specified in this Section applicable to each aterial indicated. 4 -3 2.02 USDA Manufa cttu ng Building — Naples, Florida Sheeley Architects, Inc. Project Number 0955 CONCRETE MASONRY UNIT . A. General:- Comply with. requi ' 2.04 USDA Manufacturing Building — Maples, Florida sheeley Archi s, Inc. Project Number 0855 G. Aggregate for grout: AT H. Water: Clean and potable. REINFORCING STEEL: A. general: provide reinforcing steel Domplying with requirements of referenced 'unit masonry standard and this article, orrned from the following: 1. Galvanized carbon steel w re, coating class as required by referenced unit masonry standard for apply ation indicated. B. Description: Welded wire units fabricated with deformed continuous side reds and plain cross rods into sttai ht lengths of not less than 10 feet, with prefabricated carver an tee units and complying with requirements indicated below: 1. 'Fire diameter for side rods: 0.1483 inch (9 gage). C. For single wythe masonry provide pe as follows with single pair of side rods; I . Ladder design with perpendicular cross rods spaced not more than 1 inches O.C. D. For multi -wythe masonry provide lype as follows: J.... Ladder design with perpetidicular cross spaced not -more than 16 inches O. C.0 2. Number of side rods for multi wythe concrete masonry: One side rod for each face shell of hollow masonry units more -than 4 inches or less in nominal width. E. Tab design with single pair of 'de rods and rectangular box -type cross ties spaced not more than 16 inches 0. ,, with side rods spaced for embedment within each face shell of backup wythe a ties extended to engage the outer wythe by at least 1 -1/2" inches. F. Use units with adjustable two pi a rectangular ties where horizontal joints of facing wythe do not align with the of backup by more- than and where indicated. G. Available manufacturers: Sub eCt to compliance with requirements, manufacturers offering joint rein.f cement that may be incorporated in the work include, but are not limited to, the flowing: 1. AA wire productslblohm . Bamarrd, Inc. 2. Dur- O -Wal, Inc. 3. Masonty Reinforcing Corp ration of America 4 -5 2.05 USDA Manufact ring Building — Naples, Florida heeley Architects, Inc. Project Number 0555 TIES AND ANCHOR . A. General: Provide ties and anchors specified in subsequent articles that comply with requirements for metal and sizeb, of reference unit masonry standard and this article. B. Galvanized carbon steel wire: A'TM A 82, coating class as required by referenced unit masonry standard &r application indicated. C. wire diameter: 0.1875 inch. D. Galvanized heavy thickness stee.l. s eet :.A T I A 635 (commercial quality) hot -. rolled carbon steel sheet hot -dip alvaanized after fabrication to comply with A TM A 525, Class B3, for rigid anchors f4bricated from steel sheet or strip with a thickness of o.1 80 inch and greater. E. Steel plates and bars: ASTM A 36, of dipped galvanized to comply with A T A 123 or A`M A 15, Cass E3,, as applicable to size and form. indicated. F. Available manufacturers: Subject to compliance with requirements, manufacturers offering products that may, be incorporated in the work include, but are not limited to, the following: X . Dur- o -wal, Inc. 2. Heckman Building Products, Inc. 3. Hohmann & Barnard., Inc. - 2.06 BENT VVIRE TIES: A. Individual units prefabricated from bent wire to. comply with requirements indicated.below: 1. Tie shape. for hollow masorny units laid with- cells vertical: Rectangular with closed. ends and not less ffian 4 inches wide. B. Type for masonry where coursing between wythes align: Unit ties bent from one . piece of wire. . Type for masonry where coursing between w thes does not align: Adjustable ties composed of two parts, one with pintles, the other with eyes, maximum. misalignment 1 -114 inches. 2.07 ADJUSTABLE ANCHORS FOR CONNEOCTING MASONRY To STRUCTURAL WORK: A. General: Two piece assemblies as de cribed below allowing vertical or horizontal differential movement between wall and . framework parallel to plane of wall, but resisting tension and compression fo es perpendicular to it. B. For anchorage to concrete framew rk, provide manufacturer's standard with dovetail anchor section farmed from sheet metal and triangular shaped wire ties section seized to extend within 1 inch of masonry face and as follows: 1. wire diameter: 0. 1875 inch 2.08 MISCELLANEOUS ANCHORS: A. Unit type masonry inserts in concret : Cast iron or malleable iron inserts of type and sized indicated. 4 -6 USDA Manufacturing Biding -- Naples, Florida Sheeiey Architects, Inc. Project Number 0855 Dovetail slots: Furnished do et.a' slots, with filler strips, or slot sip indicated, fabricated from 0.0336 inch (22 ge) sleet metal. 2.09 POST-INSTALLED ANCHORS: A. Anchors as described below, ith capacity to sustain, without failure, load imposed within factors of safety indicated, as determined by testing per A. TM E 485, conducted by a qualified ind pendent testing laboratory. 1. Type: Chemical anchors 2. Type: Expansion anchors B. Corrosion protection: Carbon ste components zinc plated to comply with A.S`r B 633, Class Fe /n 5 (5 microns) or Class SC I service condition (mild). C. For cast-in-place and post- instal ed anchors in concrete: Capability to sustain, without -failure, a load equal to 4 mes loads imposed by masonry. D. For post-installed anchors in outed concrete masonry units: Capability to sustain, without failure, a load eq at to 6 times loads imposed by masonry. ' 2.1.0 IIS ELLANEOU MASONRY ACC -. SO ES: A. Non-metallic expansion . joint s ips. Fri -rx olded filler strips complying. �tlx p A.STM D 1056, Type 2 - (closed - cell), Class A (cellular rubber and rubber -like materials with s p ecxf Ic resistance to petroleum base oils), Grade 1 (compression deflection p � - of range psi), compressible up to 5 percent, of width and thickness � � indicated, formulated from the 'fo owing material: I.- Neoprene 2. Urethane 3. Polyvinyl chloride B. Pre formed control joint gaskets Matearials �s- indicated below, designed to fit standard sash block and to maintain lateral stability in masonry wall; size and configuration as indicated. I. Styrene-Butadiene rubber compound: A.ST f D 2000, Designation 2.A.A- 805 2. Polyvinyl Chloride: AST D 2287, General, Purpose Grade, Type PVC- 65406 C. Band breaker s : st�ri p .As p halt satulated organic roofing felt complying with ASTM D 226, Type Y (No. 15 asphalt fel . 4 -7 2.11. USDA Manufacturing Building —Naples, Florida Sbeeley Architects, Inc. Project bomber 0855 MASONRY LEA ERS: A. Job mixed detergent solution. So ution of trisodlum phosphate (1/2 cup dry measure) dissolved in one gallon of water. B. Job nixed m.uriatic solution. Solution of f part muriatic acid and 10 parts clean water, 'nixed in a non - metallic cont finer with acid added to water. C. Proprietary acidic cleaner:. Manufacturer's standard strength, general purpose cleaner designed for rem.o In rno ar /grout stains, efflorescence, and oth6r new constm.ction stains from new masonry surfaces of type indicated below without discoloring or damaging masonry s aces ;. expressly approved for intended use by manufacturer of masonry units be in g cleaned. D. For masonry not subject to metallic xidation stains, use formulation consisting of a concentrated blend of surface acting acids, cheating, and wetting agents. B. For masonry subject to metallic oxi ation stains, -use formulation consisting of a liquid blend of organic and inorganic. acids and special inhibitors. F. Available products:. Subject to compliance with requirements, a pro duct that may be used to clean until masonry my faces includes but ' �s not limited to, the following: 1. "Sure Klean No-. 600 Deterg tT', ProSo o, Inc. '2.. '.'Sure Klean No. .101. Lime Solvent", Pro o o, Inc. 3. "Sure dean Vana Trolf', Fro oo, Inc. 2.12 MORTAR. AND GROUT NEI . A. General: Do not add admixtures agents, antifreeze compounds, or adn B. Igo not use calcium chloride in m.orta C. Procedures of ASTM C780 are to establish pre- construction datum an( indicated below* 1. Type M or S D. Grout for unit masonry; Comply wid standard. 2.13 acluding coloring pigments,' air-entraining ixtures, unless otherwise indicated. or grout. be used to test and evaluate mortar and duality control testing for types of mortar A TM C 476 and referenced unit masonry SOURCE QUALITY CONTROL: A. Concrete masonry unit tests: For each type, class, and grade of concrete masonry unit indicated, units will be tested by qualified independent testing laboratory for strength, absorption, and moisture ontent per ASTM C 140, if required by Architect. 4 -8 II II II PART 3 -E Tlo a 3.01 3.02 USDA Manufacturing Building -- Naples, Florida Sheeley ArchiteC Inc. Project NumbeTO955 EXAAHNATION: A. Examine conditions, with Installer present, for compliance with requirements for installation- tolerances -and other �specific conditions, and other conditions affecting performance of unit masonry. B. Examine. rough -in and built -in construction to verify actual locations of piping connections prior to i.stallation. C. Do not proceed until unsatisfactory conditions have been corrected.. INSTALLATION — GENERAL. A. Mix mortar and grout in powe driven, drum type mixers. Operate mixer a minimum of 5 mini tes after addition of all materials. B. Comply with referenced unit xnas my standard and other masonry construction to the full thickness shown. Build s` gle w the walls to the actual thickness of the masonry units} using units of norm at thickness indicated. C. Build chases and recesses as sho or required to accommodate items specified - in, this and other sections of the, s eci cations. Provide not less than 8 - inches of masonry between chase or recess and jamb of openings and between adjacent chases and recesses. Coordinate rr. iasonry with all adjacent work of other trades: D. Leave openings for equipment t be installed before completion of masonry. After installation of equipment, , complete mason. ry to match construction immediately adjacent to the opens g. E. Cut masonry units with motor driven saws. to provide clean, sharp, unshipped. edges. Cut units as required to provide continuous pattern and to fit adjoining constructions. Use full size units 4thout cutting where possible. F. Matching existing masonry: wh e applicable, match coursing, bonding, color, and. texture of new masonry with e ist�ng masonry. _ G. Igo not use masonry units with defects. 3.03 CONSTRUCTION TOLERANCES: A. Comply with construction tolerarr chips,, cracks, voids, discolorations or other Ds of A 153 0 or N. .M.A. 4 -9 3.04 USDA Manufactwing Building — Naples, Florida Sheeley Architects, Inc. Project Dumber 0555 LAYING MASONRY WALLS: I A. Layout walls in advance for acc ante spacing of surface bond patterns with uniform joint widths and for accural a locating of openings, movement type joints, returns, and offsets. Avoid the use of less-than-half -see units at corners, jaynbs, and where possible at other. locations. B. Lay up walls to comply with specified construction tolerances, with courses accurately spaced and coordinated ith other construction. Ca Bond pattern for exposed masonry: Lay exposed masonry in the following bond pattern; do not use units with less than nominal 4 inch horizontal face dimensions at corners. oriambs. I . One half running bond with ertical joint in each course centered on units in courses above and below. D. Lay. concealed masonry with all units. in a wythe in running bond or bounded by lapping not less than 2 inches. Bond and interlock each course of each wythe at corners. Do not use units., with less. than, nominal 4 inch - horizontal face dimensions at corners orjambs. E. Stopping and resuming work: In each course, racy back 1/2 unit length for one - half running bond or 1/3 -unit lengt 1 for one third.- running bond; do not tooth._ . Clean exposed surfaces of set masonry., wet clay masonry units lightly if required), . and ,remove loose aso units and - mortar prior to laying fresh mas nry. F. Re-temper mortar as necessary to keep plastic. Use no' mortar. after setting has began or after 2 1/2 hours of initial . i ing. G. wilt -in work: s construction pro esses, built -in items specified under this and other sections of the specifications. Fill in solidly with masonry around built -in items. H. Fill space between.. hollow metal frames. and masonry solidly with mortar, unless otherwise indicated. I. Were built -in, items are to be embedded in cores of hollow masonry units, place a layer of metal lath in the joint below and rod mortar or grout into core. J. Fill cores in hollow concrew rnaso ry units with grout 3 courses (24 inches) under bearing plates, beams, lintels posts, and similar items, unless otherwise indicated. K. Reinforced vertical concrete blocks c lls, grouting solid where indicated on plan. 3.05 MORTAR BEDDING AND JOINTING. A. Lay holler concrete masonry units as follows: with full mortar coverage on horizontal and vertical face shells. Bed webs in mortar in starting course on footings and in all courses of piers, c lurnns, and pilasters, and where adjacent to cells or cavities to be filled with grout. For starting course on footings where cells are not grouted, spread out full ortar bed including areas under cells. 3.06 HORIZONTAL JOINT REINFORCEMENT: I. �J 4 -10 1 I L G A. C. I� USDA Manufactning Building — Naples, Florida slheeley Architect, Inc. Project Number 0855 General: Provide continuous ho ntal joint reinforcement as indicated. Install longitudinal side rods in mortar r their entire length with a minimum cover of 518 inch of exterior side of walls,,1/2 inch elsewhere. Lap reinforcing a mini -mum of inches. Cut or interrupt joint reinforcement at control and expansion joints, unless otherwise indicated. Provide continuity at corners an wall intersections by use of prefabricated "L" and "T" sections. Cut and bed rei orcement units as directed by manufacturer for continuity at. returns, offsets, coy umn fireproofing, pipe enclosures, and other special .conditions. Provide horizontal joint reinforce ent at doors and windows for first and second block course above and below a enures. Run reinforcing continuous or extend two feet from aperture edge. 3.07 ANCHORING MASONRY To STRU - TUR L MEMBERS: A. Anchor masonry to structural m bers where masonry abuts or faces structural members to comply with the follo ing: I . Provide an open space not less than 1 inch in width between masonry and - structural member, unles-S otherwise indicated. Deep . open space free of mortar or other rigid mate als. 2. Anchor masonry to truct . 1 members with flexible anchors embedded in masonry joints and. attach to structure. 3. Space anchors as indicated, but not more than 24 inches o.c. vertically and 26 inches o.c. horizontally. 10$ MOVEMENT (CONTROL AND E 1 ION JOINTS: A. General: Install control and e p ' Sion joints in unit masonry where indicated. Build in related items as masonry- progresses. Do not form a contmuous span through movement joints unless provisions are made to prevent in- plane restraint of wall or partition movement. B. Form control joints in concrete masonry as follows: 1. Fit band breaker strips on in ends of block units on one side of control joint. Fill the joint with mo rtar and rake joints in exposed faces. 4-11 nu nNaples, "C �1 USDA aau i Sheelppy A rVii {ects Inc . Project Number 0855 3.09 NOT USED 3.10 INSTALLATION OF REINFORCED UlffT MASONRY. A. General: Install reinforced unit asonry to comply with requirements or referenced unit masonry standard. B. Temporary formwork: Construct orrnwork and shores to support reinforced masonry . .elements during construction. Contractor is completely responsible for the proper design and construction cof all temporary forms -and bracing. C. Construct form wor to conform t shape, line, and dimensions shown. Make sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and shapD during consti`uction and curing of reinforced mason, D. Do not place grout until entire h fight of masonry to be grouted has attained sufficient strength to resist grout pressure. E. Do not remove forms and shioT s until reinforced masonry members have hardened sufficiently to carry their own. weight and other temporary loads that may be placed on them during construction. 3J1 - ].' . , -FOIT, Al )D. LE . .11: - .. _ A. Remove and replace masonry unit4, that are loose, chi END OF 11 SION USDA ma -nufactring Building -- Naples, Florida heetey Arch ct% Inc. Project 1 weber 0855 4 -13 USDA Manufacturing `actwzng Building — Naples, Florida Sheeley Architects, Inc. Project Number 0855 DIVISION 5 190T DIP GAL A.1 I T PART I M GENERAL 1.01 WORK INCLUDED; A. Hot dip galvanizing of iron and stee materials. 1.02 RELATED WORK: A. Steel materials, fabrications, and assemblies are specified to be furnished and installed in various other sections. 1.03 REFERENCES: ES: A. Publications 1. American Galvanizers Association (AGA) Inspection of Products. Holt E. ip Galvanized after Fabrication The Design of Products to b Hot Dip Galvanized after Fabrication Reconunended Details of Ga vanized Structures 2*' Research Council on Stiuctural Connections of -Lhe Engineering Foundation 3. Specification for Structural Joints Using ASTM A325 or A490 Bolts B. Reference Standards 1. American Society for Testin and Materials (AS'T M): A13 .zinc . (Hot -Dip alv ized ) Coatings on Iron and Steel Products A 1 Safeguarding Again t Embrittlement of Hot-Dip Galvanized Steel Products and Procedure for Detecting Embrittle .ent A 153 Zinc Coating (trot -DIrticles ) on Iron and Steel Hardware A384 Safeguarding Again Warpage and Distortion During Hot -Dip Galvanizing of Steel A.3 85 Providing High-quality Zinc Coatings (Hot -Dip) A767 Spe'cifioation for inc- Coated (Galvanized) Steel Bars for Cone' rete Reinforcement A780 Repair of Damaged H t -Dip Galvanized Coatings 2. Federal Specifications DOD-P-21035, Paint, High Z nc Dust Content, Galvanizing Repair 1L-P --2691 , Primer Coatin , Zinc Dust Pigmented 1,04 QUALITY ASSURANCE: A. Coating Applicator; Company 3pecializing in hot-dip galvanizing after fabrication and following the proced res of the Quality Assurance Manual of the American Galvanizers Association. 5 -t Ul II ' 1.05 II USDA Mmufacturing Building — Naples, Florida Shw1ey Arcliects, Inc. Project N=ber 085 SUBMITTALS: A. Submit an original and two copies of the coating applicator's notarized Certificate of Compliance that the hat -dip galvanized coating Meets or exceeds the specified requirements ofASTM A 123, A707 or A153 (as applicable). 1.06 DELIVERY, STORAGE AND IEHLIAAkND G: A. Load, and. store gal ani ed cles in accord.anc with accepted industry standards. PART 2 - PRODUCTS 1 2.01 ACCEPTABLE OA.TIN APPLIC.A ORS A. Members �� the American Gaaly xzers Association or equal approved b e Architect and/or Engineer. 2:02 STEEL MATERIALS: A. Material for galvanizing to be .gea etrically suitable for galvanizing ass described in AS TM A384 and A385. St el materials = suitable ' f or galvanizing Mncltide structural shapes, pie, sheet fabri ation .and assemblies. B. Material to be thernically suitable or galva.ni 'zing. Steels containing carbon below 0. 1'5 percent, phosphorus below 0.04 percent and manganese below. 1.35 percent, either individually or in combination, and providing the ' silicon content - is . D - percent or less,-Will normally develop a typical coating when conventional ! yalvanizing techniques are applied. In cases where a steel is selected f r considerations other than galvanizing and the chemistry of the elements (C,Mn, � and O exceeds the limits indicted above, the steel Maybe galvanizable. The alvanizer must b advised of the - variation in advance so that he can deternnine f the material is glvanizable and whether or not special- processing techniques ill be required. Experience has shown that silicon n the. range of 0 to 0.04% produce coatings of normal integrity and performanc . Steels with silicon contents significantly below 0.4% produce coatings of gal integrity and performance. -Steels with silicon contents significantly below .04% may not achieve the designed minimum coating thickness'. Recommended steel materials for of -dip galvanizing include, but are not limited to: 1. Q Structural shapes and plat s; ASTM A36, A242 type , A283, A441, A5002 A5015 A52% A57 d A588. Steel for fasteners: 5 -2 S -3 aa�a Florida Florida eg ��i��, USDA Manufacturing Keeley Architects., Inc. Project Number 0855 Nut Material Gen ra.l CategoEX Bolt Material Carbon Steel A307 err A or B A563 Gr .A High Strength A394 A563 Gr DH or . Tower Bolts A394 A563 Gr A Quenched & Tempered Carbon Steel Bolts A449 A563 Gr Quenched & Tempered Alloy Steep Bolts A354 Gr BC A 563 Gr DTI 3. Steel for sheet metal articles: ASTM A569 or A570 4. Steel for pipe or tubing: ASTM A53, A120. or A595 Gr .A or B 2.03 FABRICATION E UME IEN T :. . A. Fabricate - structural steel in' -actor nee with la (1) � (1U) guidelin6s as described in A rA's Recommended etalls for Galvanized Structures. B. Fabrication practices for products to a in accordance with the applicable portions of ASTM A143, A384, and A85, cept as: specified herein, . Avoid fabrication techniques, which. could cause disto ion or embrittlement of the steel. C. The , Fabricator - shall, consult with th e . Architect /Engineer and. hot -dip galvanizer regarding potential problems or potential handling . problems during the galvanizing process, which may require modification of design before fabrication--,, proceeds. D. Remove all welding slag, splatter,. delivery for galvanizing. anti- splatter compounds and burrs prior to B. Provide holes and/or- lifting lugs to facilitate handling.during the g alvanizing. F. Avoid unsuitable- marking painrts, Consult grease, oil paint and other deleteriou with the galvanizer about removal of material prior to fabrication. G. Remove by blast cleaning or other ethods surface, contain ants and coatings, which would not. be removable by t e normal chemical cleaning process in the galvanizing operation. 14. Whenever possible, slip joints should be used to minimize field welding of material. S -3 tPART 3 - EXIECUTION i 3.01 3.02 USDA Manufaduring Building — Naples, Florida sheeley Architects Jnc. Project Number 0855 SURFACE PREPARATION: A. Pre -clean steel work in accord wee with accepted methods to produce an acceptable -surface for quality bot `p galvanizing. APPLICATION OF COATING: ING: A. Galvanize, steel members, fabric ions, . and assemblies after fabrication by the hot -dip process m accordance with A "M A123. B. Galvanize bolts,, = nuts and washy and iron and steel hardware components in accordance with ASTM Al 53. C. Safeguard products against steel embrittlement in conformance with A T I A143. D. Galva.nxze reinforcing steel xn ace dance with A Ti1�i A767. E. Handle all articles to be galvanize in such a manner as to avoid any mechanical damage and to minimize distortion 3.03 COATING RE [ EREMIE ITT . A. Coating Weight: conform with parag 1 of ASTM A153, as appropriate. S1 A.123 3.1.7 and be specified as the coatings are not always obtainable. B. Surface Finish: Continuous, ad possible and free from any defect article. - C. .Adhesion: withstand normal han( the coating and normal use of the f I 3.04 C] )h 5.1 of ATM A 123, Table 1 -of A767, or Table -ial thickness requirements should refer to ASTM inimum average mils of thickness. Extra thick erent, as smooth and evenly distributed as letrimental to the stated end use of the coated ing consistent with the nature and thickness of tide. TESTS: A. Inspection and testing of hot-dip galvanized coatings shall be done under the guidelines provided in the A A ublication "Inspection of Products Hot Dip Galvanized Aber Fabrication ". B. Include visual examination and to is in accordance with A T�1�I A1.23, A.767 or Al 53 as applicable to determine a thickness of the zinc coating on the metal surface. C. Furnish Notarized ertxfi� ate. o Compliance with A. TM Standards and Specifications herein listed. The rtificate must be signed b the galvanizer and { contain a detailed description of e material processed. The Certificate shall include information as to the AST` standard used for the coating. 1 I 3 -4 USDA Manufacftn ing Building — Naple,% Florida Shccicy Archi ccts� Inc. Project Number 0855 3.05 REPAIR OF DAMAGED COATING: A. The rnaxi'mum area to be repaired is defined in accordance with - A.TM A.1 Section. 4. 6 current edition. 1, The rn ax; num , area to be a aired in the field shall he deter acaned in advance by mutual agreement between parties. B. Repair areas damaged by welding, acme cutting or during handling, transport or erection by one of the approved methods in accordance with ASTM A784 whenever damage exceeds 3/16".1 in width. NnhnuM thickness requirements for the repair are those described in AS if rM A 123 Section 4. 6 current edition. END of D11 ION 5 -5 L 11 ILIA K I C13-M, PART 1- ENERAL USDA Manufamwihg Building — Naples, Florida he ley Architects, Inc. Project Number 0555 Y 1.01 RELATED DOCLWM ITT : A. Drawings and general provisions of Contract, including General and Supplementary Conditions, and lvision X specification sections, apply to this pp � P section. 1.42 DESCRIP'T ON: A. Scope of Work Provide all rough carpenter Ynclu in' but nit necessarily limited to: 1. Framing with dimension -1 ber 2. - Not-Used 3. 1 'aile s, block in g, railing lochs, rood plates- and other' rough lumber. 4. Pressure - treated lumber B. Related Work Not Specified In This Section 4 Concrete a'i 111 � i.kt�r . 1.03 QUALITY ASSURANCE:' : A. Applicable Publication 1, Western Wood products A ssociation Publication: Standard Grading Rules For Western Lumber. 2. American Wood Preserve f ntltute Standards: Preservative Treatment 0 Wood By Pressure Methods 3. National Forest Products ssociation Publication; .rational Desi ed ation for es� Graded Lumber* and its Fastenings 4. West Coast Lumber Inspection Bureau, Standards: Standard Grading and Dressing Rules for Douglas Fir, West Coast Hemlock, , sitka Spruce, Fftte,Fir, and Western .fed Cedar Lumber, No. 1 5. Southern Pine Inspection ureau; Standard Grading Rules f r Southern Pane umber~ 6. Southern Forest Products ssociation. 7. National Board of Fire Un er'riters. B. Single source responsibility for n ineered wood products: Obtain each type engineered wood products from o e source from a single manufacturer. J 6-1 USDA Manufiwtming Building -- Naples, Florida Sheeky Architects, Eno. Project Number 0855 1 *04 JOB CONDITIONS: A. Installer must a anfine . - the subsirates and the supporting structure and tie conditions under which the carpentry work is to be installed. Notify the contractor in writing of conditions etarirnental to the work. Do not proceed with the installation until' unsatisfacto conditions have' been. corrected in a 'm nner acceptable to the installer. 1.05 SHOP DRAWINGS: A. Submit complete shop drawings for review of all shop fabricated items, including metal framing anchors. B. Furnish complete shop drawings of framing methods if other than indicated.. C. All engineered wood products are to be submitted with complete shop' drawings and calculations that have been s gned and sealed by a qualified professional engineer responsible for their prep tion. D. Refer to drawings specifications for additional submittals. 1.06 S PING, HANDLING, STORAGE AND PROTECTION: A. Shipping and handling to be aCc'1 inplished in a manner, which will prevent damage, contamination, deterioratio and deforruation. B. Igo not deliver. to job site until ju t prior to -installation. Igo not store treated lumber or plywood outdoors. C. For lumber' and plywood press treated. with , waterbome chemicals, place spacers between each bundle to Provide air pirculation. PART 2 -- PRODUCT 2 *01. LUMBER, GENERAL: A. Lumber Standards: Furnish lumber manufactured to comply with PS 20 "American Softwood Lumber Standard" and with applicable grading rules of inspection agencies - certified. by American Lumber Standards Committee's (ALSC) Board of Review. B. Grade tamps: Provide lumber. each. piece factory - marled with grade stamp of inspection agency evidencing co pliance -with grading rude requirements and identifying grading agency; grade, ecies, moisture content at time of surfacing, and mill. C. Nominal sizes are indicated, a ce t ' as shown by detail dimensions. Provide actual sizes as required by PS 20, for moisture content specified for each use. 1. Provide dressed lumber, S4S. unless otherwise indicated. 2. Provide seasoned lumber wi h 19 percent maximum moisture content at time of dressing. and ship ent for sizes inches or less in nominal - thickness, unless otherwise indicated. 6 -2 �I 7 i L 2.05 METAL FRAYUNG ANCHORS: A. General: Provide metal framing anchors of type, size,, metal, and finish indicated that comply with requirements spe ified including the following: 1. CUrrent B a.luation/Res ar - Reports: Provide products for which model code evaluation/research ' r ports exist that are acceptable to authorities having Jurisdiction and that. evidence compliance of metal framing anchors for application indicated willb the building code in effect for this Project. 2. Allowable Design Loads: Provide products' fdr which . manufabturer publishes allowable design loads that are determined from empirical data or by rational engineerit g analysis - and - that are , demonstrated- by comprehensive testing pej form ed by a qualified' independent. testing labdratory: B. Galvanized Steel Sheet: = Steel -she irlc- coated by hot -dip process on continuous lines prior to fabrication to cornpl with A. TI A 525 for Coating Designation' 6-3 USDA. manufacturing Building — Naples, Florida Sheeley Architects, lu . Project Number 0855 2.02 DIMENSION L M[BER: A. For, structural light framing (2 to inches thick,. 2 to 4 inches wide), provide the following grade and species. 1 "Select Structural' grade. 2. f ` To. 211 grade. 3. Same species as indicated ffir structural framing grade below. B. For structural framing (2 to 4 'Wches thick, 5 inches and wider), provide the following -grade and `Species: i . "Select bructu ral" grade. 2. To, " grade. 3. Southern Pine graded unde SPIB rules. a. &oup It. species, tf V of 1200 psi for single member use and of 1400 psi for repetiti a member use, and "E" of 1,600,000 psi. 2.03 FA TEN-ER _ . General: Provide fasteners of- size and ' type' indicated that con�pl with requirement spe x ed _ rrl -this -attic a for material and manufacture. 1. Where rough- carpentTy IS e used to weather, in ground Contact, or in area of high relative humidity, wide fasteners with a hot --dip zinc coating per ASTIR A 153, or of AISI T e 304 stainless steel. B. Nails, Wire, gads, and Staples: F FP,-N- 105. C. Power Driven Fasteners: National Evaluation Report 1ER- 272. D. Wood Screws: ANSI B 15.6.1. E. Lai; Bolts: - A.I B I.5.2.1. P. Bolts: Steel bolts complying wi ASTM A. 307, Grade A; with ASTM A 563 hex nuts and where indicated,- flat ashers. 2.05 METAL FRAYUNG ANCHORS: A. General: Provide metal framing anchors of type, size,, metal, and finish indicated that comply with requirements spe ified including the following: 1. CUrrent B a.luation/Res ar - Reports: Provide products for which model code evaluation/research ' r ports exist that are acceptable to authorities having Jurisdiction and that. evidence compliance of metal framing anchors for application indicated willb the building code in effect for this Project. 2. Allowable Design Loads: Provide products' fdr which . manufabturer publishes allowable design loads that are determined from empirical data or by rational engineerit g analysis - and - that are , demonstrated- by comprehensive testing pej form ed by a qualified' independent. testing labdratory: B. Galvanized Steel Sheet: = Steel -she irlc- coated by hot -dip process on continuous lines prior to fabrication to cornpl with A. TI A 525 for Coating Designation' 6-3 USDA Malaufaeftning Biding — Maples,, Florida Sheep A 7Y!hRP1' s, Inc. Project oject Number 0855 64 and with ATlI A 446, de A (structural quality), ASTIR A 526 (conunercial quality); or A T 7 (lock - forming quality); a standard with manufacturer for type of anchor in L Use galvanized steel framing aced. anchors for_ rough carpentry eased. to Breather, in ground contact, Tin area of high relative humidity, and where indicated. 2.06 AUSCELLANEOUS lIATE AL : A. Adhesives for Field rlui g Panels AFG-0 I that is approved for use wit Framing; For ulati_on complying with AFA i type of construction panel indicated by both adhesi'v'e and panel manufacturer. 2.07 PRESERVATIVE WOOD .T AT MIEN BY PRESSURE PROCESS: A. General:- Where lumber. or pl voo is Indicated as preservative - treated good or is specified herein to be treated, cq Standards C (Lubber) and C9 P ply with applicable requirements of AWPA good). Mark each treated item with, the AVVPB or Ma` a ent. B. Pressure -treat above - ground items. v retention : of o. 5 .. pcf. For, interio q*th water -borne preservatives to a rn =* UM uses,; after treatment, kiln -dry lumber and plywood to a maximum moisture content, respectively,,. of 19 percent and l percent. Treat. indicated items and a following: 1. ood cants, mailers, curbs, quipment support bases,. blocking, stripping, and similar members in co ection with. goofing, flashing, vapor barriers, and ate rp roofing. 2. Food Sills, -sleepers, blocking, f ai ng; - stripping, and - . similar concealed members in contact with mas ry or concrete. 3. Wood framing m.ernbers less an 1 inches above grade: 4. Wood floor plates installed ver concrete slabs directly in contact with earth. C. Pressure -treat Food members in C ntact with the ground or fresh water with water-bome pre servati 1f es to a mm* n am retention o 0.40 pcf. D. Complete fabrication of treated Jtems prior to. treatrent, where possible. If cut after treatment, coat cut. surfaces to omply with AVvTA M4. Inspect each piece of lumber or plywood after drying an discard damaged or defectiv'e pieces. PART 3 - EXECUTION 3.01 INSTALLATION, ENTERAL: A. ]discard units of material with defects that impair quality of rough carpentry construction and that are too small to use in fabricating rough carpentry with minimum joints or opfimum joint arrangement.. 6 -4 L I USDA Manufkaunng B dintg -- Naples, Florida Sheeley Architects, Iuc. Project lumber 0955 B. Set rough carpentry to required levels and lines, with members plumb and true to l�xie and cut and fitted. C. Fit rough carpen. try to other eons ctlon; scribe and cope as required for accurate fit. Correlate locati USDA ManufacWring Biiff ding — Naples, Florida Sheeley Architects., fnc. Project Number 0855 3.04 woof FRANHNG, GENERAL: A. Framing Standard: Comply with NXY.A. "Manual for wood Frame Construction," unless otherwise indicated. E. Framing. with - - Engineered Wool., Products: Install framing composed' of eng=ineered wood products to comp with manufacturer's directions. C. Install: framing members of_size an .spaci*g indicated.,. D. Anchor and nail. as shown, and to comply with the following: 1. National -Evaluation Repo loo. � NER-272 for pneumatic or - mechanical driven staples, P-- Nails, and Hied fasteners. 2. Published requirements of aanufacturer of metal. framing anchors. 3. "Recommended Nailing Schedule" of referenced framing standard and with .F.P.A. "National Design Specifications for wood Construction." 4. "'Table No. H , Recommend d. Nailing Schedule's of the Uniform Building Code, 5.' .."Appendix C W 8666 men ed Nailing Schedule" of the BOCA rational Building Code. 6. "Table 1705.1 - Fastening S hedule," of the Standard Building Code. E. Do not splice structural members between supports. F. Install special framing as shown for eaves and similar conditions, if any. END of DTIO 6 -6 DIVISION 7 THIERMAL AND IV PART 1 — GENERAL USDA Mani, i`a tring Building — Naples, Florida Sheeley Architects, Inc. Project Number 0855 PROTE T10 1.01 WORK INCLUDED: ATTON.: This Division shall include the furnishing of all labor and materials to co'nplete all sealants, waterproofing, and roof insulatioa shown on the drawings or herein specified, as follows':' A Nall 1 Ceiling Insulation. B. Thermal Wall Insulation. (2) impervious material such as metal and . aulig . and Sealants, or equal. D. Slab Damp proofing. - tersecting pervious materials . such as metal L02 WORK-NOT oT IN LUDED oints or wood and stucco, shall be Tremco A. Lead vent- flashings, - for lumbin vents and metal. flashing or pitch pans for passage of other materials or ope gs ' through roof, shall be fumished by others but installed by the roofing subcon actor. B. Fire Retardent Wood eae - strips cants, furnished and i'stalled by the general Contractor. ized as caulking backup where required. 1.03 Not Used 1.04 THE 1 ACOUSTIC WALL I ATTON.: A. Provide Tailored foam insulation n all cmu walls. Install per manufacturers specifications. 1.05 CAULKING AND SEALANTS: A. Materials: � , . Sealants used between two (2) impervious material such as metal and glass shall be Tremco Mono or equal. 2. Sealant for joints between - tersecting pervious materials . such as metal and masonry, or masonry oints or wood and stucco, shall be Tremco Mono or equal. . Caulking used to imbed wi doter and door frames on grounds,. and under aluminum thresholds, shall a Tremco Butyl or equal. 4. Primers and cleaning agents shall be as specified by manufacturer. .5. plastic foam rots shall be uti ized as caulking backup where required. B. Application: 1. Building Joints shall be ex fined prior to application and conditions shall be favorable so that a positive weather tight seal shall be achieved. 7 -1 USDA Manufheturing Budmg — Naples, Florida Sheele /rte * Inc Inc. Prject Number 0855 2. All joints shall be clean, ry and free of dust, oily substances, or loose mortar, prior to applying ca alking. 3. Backing shall be provided all joints so that the depth to the width ratio of sealant will be as revire b e sealant manufacturer. 4. Joints to be caulked will 'include all perimeters of doors, windows, materials, such as expansion joints and all joints between different materials. 5.- Caulking shall be gun app ied through a note opening so that the full caulk. bed is funneled into a joint concave. immediately aver application to insure firm, fall � contact - with . inner faces of the j TOREFROM USDA Manufactmring Berg -- Naples, Florida Sheeley Architects, Inc. Project Numb 0855 DIVISION $ CES ., MMOWS &FINISH I PART 1— GENERAL 1.01 WORK INCLUDED: Work under this Division shall include shown on the drawings and herein speci A. Entrance and windows (Alumini 3 Metal. Door I Frames. Co Fi 1.07 BUILDER' WARE. 1.06 PROTECTION AND CLEANING: consists in famishing Builder's Hardware as . USDA Mauufacturir g Building — Naples Florida soiling and deterioration during tr misit, Sheeley Architects, Inc. B. All aluminum femmes, doors and Project Number 0855 _ IF, . All aluminum shall be protected erection from damage by other trades, by use of continuous masking tape, wax, or grease of acceptable types. .Erector shahfmal ad juste for proper operation der the glazing. G, In setting wix�dews and doors flange or Jamb frame in caulking bed, a continuous cauling bed shall be 1. rovided under door thresholds, and perimeters of floors and windows, Exterior finish exposed caulking shall be a sealant, as called for in Division 7. the specified operation or function features. 1.05 SHOP BAw`G: metal shall be. made- to standard templates. Shop drawings shall be. provided for door d frame units, in accordance with the general conditions. The rr anufacturer shall draft a necessary. drawings aand submit for approval. Shop 'drawings shall be approved before f rication or erection. 1.07 BUILDER' WARE. 1.06 PROTECTION AND CLEANING: consists in famishing Builder's Hardware as A. All material and equipment of 's Division shall -be . protected from damage, soiling and deterioration during tr misit, storage and handling. B. All aluminum femmes, doors and windows, all finish hardware; : and . all gla an. , - _ shall be washed, polished and left clean of , any foreign. matter, upon building completion.. included in the hardware list below, furnish 1.07 BUILDER' WARE. A. Gen ral� The work of this Divisio consists in famishing Builder's Hardware as shown on the drawings and specified herein. 1. ft shill be the re ponsibili of the contractor to thoroughly check all plans. and specifications an furnish hardware of the proper type and size for the function intended. V7here an opening with a door number is shown on the drawings and is not included in the hardware list below, furnish hardware for it of the 43atne quality and finish as that used on corresponding openings. No extra will be allowed, unless covered by written change order, 2. All- modifications in hardware,. required by. construction characteristics, shall be such as to provide the specified operation or function features. Hardware for application on metal shall be. made- to standard templates. Fastenings for hardware . f Umished under this specification shall be complete, with all necessary screws, bolts, or. other items required for proper installation. Such fastenings shall be of_ suitable size and and shall harmonize with the hardware as to material and finish. B. Type and u- ality! . Exterior door hardware shall be ADA compliant, standard storefront equipment. C. Schedule and List: . .1.. Hardware.. type, style,. fmish and - manufacturer - -shall be as scheduled. Schedule. -and. list showing, all hardware -: items.. manufacturers catalog designation, location in the building. and other pertinent data shall be 8 -2 L 10 E. F. G. submitted for review and Approval of the hardware responsibility for fumishi drawings for the hardware USDA Manufactm-ing Binding — Naples, Florida Sheeley Architects, Inc- Project Number 0855 )ro,val recei I. USDA Manufacftning Building — Naples, Fonda Sheeley Archittct% Inc. Project Number 0855 All architectural hardware shall be elivered to the site in time to avoid delay. and each package shall be properly wraPped, labeled, and numbered for its respective opening- , . Their numbers shalt onform to the opening numbers shown on the plans. Samples shall be submitted_ as required by the. Architect and shall remain on .file until all hardware -is delive d to the job. Samples may be installed on the job., provided they are properly to ged and labeled and labeling remains intact until completion of the project. Finishes: Finishes for hardware items shall b . as designated on Door Schedule. FIND of D I ION 8 -4 DIViSIQN 9 PART 1# GENERAL 1.01 WORK INCLUDED: A. Furnish all labor, materials, equip fishes: 1'. Lath, blaster, and Stucco. Painting. ' 1.02 USDA 11�ant&cturizag 'a USDA — Naples, Florida. Sheeley Architects, Inc. Project Number 0855 lent and accessories to complete the following SUBMTTALS: A. Submit copies of manufacturer" specifications, installation instructions and product data for each finish 'mat iat and system_ Submitted data shall include finish class and flame ' spread ratin s. B. Submit -copy of - subcontracto�r�s ertification as qualified applicator/installer _ . wherever special training is requ' ed by. manufacturer and product warranties _ or guarantees are contingent on such struction.. C. Submit finish' sarn les of exterior finishes far appro -val by ' offer and Architect. Contractor shall also provide on-site mock-' s UP for exterior finishes such as stucco and paint for texture and color, D. Submit copies of manufacturer's warranties /guarantees with project close out documents. 16-03 LATH, PLASTER AND STUCCO: A. All work where shown on the finis B. This Contractor shall finish all lal plaster stucco work, shown on the 1. Stucco on all exposed extei metal lath and concrete sur. 2. Metal lath, including come. C. Manufacturers; The following m names to 'establish a standard of quality may be considered With Acceptable manufacturers include: 1. Stucco Products a; Thoro System by H b+ Pleko systems C. Accessories: Vinyl 2. Plaster and Gypsum Produc. a, U.S. Gypsum. b. Nati orial Gypsum D. Materials: 1. Portland cement shall be gt fiber reinforced, schedule as stucco and plaster finish. )or and Materials to complete all lath and ira ings and herein specified as follows: for walls, columns and ceilings of masonry, kes where shown and noted on the drawings. and expansion beads, mufacturer's materials are specified by brand quality. Substitutions for products of equal prior notice and approval from Architect, is Specialty Chemicals ech or equal cement. Stucco and cement plaster shall be 9 -1 E. F. G. H. 9 -2 USDA Mmufactw iing Bui-ad g --- Naplc� Florida Sheelpy Architects, Inc. Project Number 0855 2. Drywall plaster shall confo to ASTM C28-55. 3. Sand shall be clean, sharp b ilders sand, equal to Lake Wales sand and in compliance Frith. A.T C-3.). 4. Water shall be free from imp xities and shall be potable. 5. All r etal lath shall be 3/8" ribbed lath, galvanized del diamond mesh, weighing 3.4 pounds per square yard, or I -Lath where designated on drags. 6. Accessories: Exterior cvrne 'beads, stucco divider expansion beads and casing beads shall be Pv with expansion flanges or galvanized steel where appropriate. Veep se eed, casing bead, corner bead, expansion and control i6ints shall meet a requirements of ASTM C 1 063 and its referenced documents. Accessories shall be galvanized metal in compliance with ASTM A525 and A.52. Site onditions :. No stucco material shall be applied if ambient and surface temperature cannot be kept above 30 degrees F. or below 100 degrees P during application and drying period. For. i stallatxon. in temperatures above 70 degrees F, special, measures may be required o properly clamp cure the stucco. The installed materials shall be.prote�d from exposure to Main and freezing until dry. Preparation of Stucco and. Cement Master.- Stucco- base and meat plaster shall be nixed in a proportion of one (1) P ut Portland cement to flu-6e (3) parts sand and 14 part lime pvtty by volume. Application of Stucco and Cement Plaster: 1. Application of stucco to exterior masonry walls and columns shall be two- (2) coat work finishing out to mm* hnum 1/2" thick. Smooth concrete areas shalt be roughened or dasbe with neat cement before application. After applying each coat, Moist-cluffig should be attained., fog-sprayed very lightly the following day, , . Stucco . "in two " (2)-c'o.at. app cation shall have first coat (scratch coat) trowel - applied a mini um 3/8" thick. Finish 'oat on two ) coat application and- .one (l)_ codat application, shall. be trowel applied, a minimum of 1 / tt thick, -with edium skip trowel finish. Provide finish as shown on exterior elevations. and texture samples for Owner/Architect approval prior to execution. 38 Each, coat shall be cured for a minimum of forty- -eigbt (48) hours after application ac, prior , to app ieation of second coat, or as . required by Man*cturer's recomm'endati ns, 4. Provide a small, even tooled oint at juncture of stucco With other finish surfaces, such as windows, do ors etc. 5. Application of stucco over metal lath shall be two-- (2) coat work, finishing out 1/2" beyond face of metal lath. 6. All form wire .ends exposed on mason or concrete shall be primed with shellac prior to coverage with tu.ceo or plaster. 7. All nails and, other ferrous materials shall be fully removed prior to application of stucco. Installation of Lath: 9 -2 1. J. USDA I ufaaft riing-Buildmg — apl , Florida Sheeley Architects, Inc. Project Number 0555 1. Corner beads shall be provided on all exterior plaster corners of door, window, and arch openm*gs : Stucco Expansion beads sludl be utilized where called for on the drawings, or where appropriate directed. ed. This shall include all pipe or conduit not 3. All beads shah M` full lengths where the length of installed members does not emceed stock length of aterial. 4. Plaster beads shall be neatl mitered or coped at corners aid intersections, and shah - be securely faste d with tie �, or staples, galvanized., spaced not more than eight (S) inc o.c. and staggered. 5. Comer -lath shall consist of specially fabricated metal lath strips for reinforcing of internal corners of plaster masonry- intersecting galls. 6. Strip lath., si E. P. G. 9 -4 1 USDA Manufachniing Buflding — Maples, Florida. die 1ey Archifto s, Inc. Project Number 0855 C. Glidden d. Sherwin Williams ea Flex bon f. Thom System 2. All paint materials shall be eliered. to the j ob site in their original, sealed containers. 3. .it painting material such linseed oil, shellac, turpent* e, etc. shall be pure . and of highest quali ; and shall hear an identifying label on - the container. 4. All paiafing shall consist. of-single coat of primer and 2 Dish coats. .Colors .and Nest Areas: 1. Contractors paint bid shaff.allow for. a mit um of four 4) exterior colors. Paints shall. be washable.... 2. All colors and patterns shall be selected by the Architect and owner prior to application. 3. Color test areas of not less than 15 : square feet shall be. prepared for all proposed paint colors.. Te t areas shall lac located on a portion of the building that best.__ app antes -the actual lighting conditions of the intended finish surface. 4. Color text areas shall sh w paint colors arranged in their- intended adjacency and on the respe ive surface material to be painted. Vest areas shall include sealant, pn*nier and base and fish coats as in final applications for actual color rendition. Surface Preparation and Repair: he painting contractor is responsible for the finish of his work. It is essential at proper surface preparation be performed to assure a satisfactory paint finish Should a surface or material be found unsuitable to produce a proper p*I or sealant finish, the General Contractor shall. be notified in writing and no paint aterials shall be ,applied until the unsuitable surfaces have been naiad satisfacto 1 .. ac surface shall be c eana and prepared according to manufacturer's instructions and as specifted in this section. 2. Caulking: a.. Pro id . continuous caul ng. as: required at all joints and intersections and Joi... s. betwee.n stucco and window /door frames. b. Carefully inspect -, all. con.struction and expansion joints in masonry structures for caulking deterioration, loss of adhesion, cracking or i. ss of pr6pertiesa Failed.or-failing..caulking shall be removed and the area cleaned prig IL4 to re- caulking, to assure desired adhesion to both surfaces... Whe e existing caulking is removed, a neoprene rope backer rod shall be installed if the void is more than VV wide. Backer rod is to be in stalled no more. than 1/8" below the Masonry surfaces.. C. Caulking shall be. a lie latex, opaque white in color, equal to DAP Plexiseal, W-- 100. _ Application of Paint: 9 -4 1 ' � 9 -S USDA Manufaetziing Building - Maples, Florida Sheeley Arch%teM InC. Project Nu.mber 0555 1. Paint only in dry, calm l eather when temperature is 54 degrees P or loisture e enough to permit film to set up before coIIdens['�to ausht t tnitllrrFiC+R�ia not begin painting until 1.4rfG1 c o s are f free ■ 1. wood to be painted . shall h have a moisture content not exceeding 15 %. Defer painting after rain or w washing until wood is thoroughly dry. 2. Hardware and accessories e electrical fixtures and accessories, and sYn�ilar items in place prior to p ' t ting shall be removed or covered before and during painting operations P Pater is responsible for the 're.oal of all Ma sking materials and. alpninllts v ves used in the course of his work. 3. All surfaces shall be dryoth, a and free from dust, and grit. Keep dust, dirt and debri's away bend d during and aver painting until part has set. In keeping with thective a and to minimize over spray, the paint contractor shall not appl d during windy conditions. 4. .All paint materials shall b be used- only as specified on the product manufacturer's direction lab i ials on the product containers. 5. All work shall be done in 'a w workmanlike manner, leaving the finished surfaces free frorn drops,-ri g ges, waves. laps and brush marks. . 6. All primes and intred' t to coats shall be unscarred and completely integral at the tune of applic a ation 'of each succeeding coat. Each coat shall be lightly sanded and wiped c clean. 7. Each paint coat shall have a s slight variation of color to distinguish it from other preceding coats. 8. Sufficient time shall be Allowed b between applications of coats to insure the proper drying. 9. Faints shall be thoroughly S ' 'rred and kept at a uniform consistency during application and shall not b be thinned down in excess of the printed direction of the manufacturer. 10. All necessary puttying of rail h holes, checks, crags, etc., shall be done after the first coat of paint. 11. All metal surfaces shall be w washed with mineral spirits to remove any dirt or grease, before applying piint. w where rust or scale is present it shall be Tire brushed clean before p painting. Shop coats of paint that become marred shall be touched up i ith shop primer. 12. All galvanized metal surfa e es to receive paint shall be treated with a compound design for this p r rpose such as dust --zinc oxide, in accordance with direction for use. 13. All scratches, crags, and a abrasions in plaster surfaces and opening adjoining trim, shall be cut o t t as required then filled with spackle or other approved hatching plasters a aces, and when dry shall be sanded smooth and sealed before applicatio o of paint. 14. All exterior woodwork sh 1 11 be pruned either before installation or immediately thereafter. 15. Refer to drawings for paint i ish schedule. 16. general Contractor shall pro - -ide water and electrical service, temporary if required, and convenient to e e building for paint contractor }s use. 9 -S H. I. USDA. ManufacWrfing Building — Naples, Florida heeley Architects, Inc. Project Number 0855 Protection: 1. The Painting Contractor shaH protect, his work at all times and be responsible for same until completion of work. . 1. All aid j aeent work of other Irades shall be protected from work under this Division, by suitably covemig such adjacent work. 2. Painting materials shall be stored at the site , protected areas, covered from effect in inclement weather. Clean Up, 1. Paint contractor is. respons ble for daily dean up of his work areas to prevent potential safety s by the accumulation of debris. 2. Upon completion of paintin or work this Contractor shall remove all paint where it has spilled or splad Nred, or lapped onto other fx ish surfaces. 3. Entire j of painting work shall be left broom clean and .ready for occupancy.. 4. one (I) gallon. of each col r of pai USDA Manufaduring Building — Naples, Florida Sheeley Axchitects, Inc. Project Number 0855 DTI N 10 SPEC TIES PART I -- GENERAL 1.01 GENERAL: : A. This Division shall include the ishin-g and installation of all materials shown on the drawings and herein speci d as follows: I.. Fire extinguishers and cab' ets 2.. Signage B, Wo& shall include all required parts, accessories and fastenings for complete units. C. All bracing, blocking, chtting and ping as nmy be required. D. Shop Drawings. B. All work shall be installed by the Gmeral Contractor, or equipment supplier. 1.02 FIRE EXTILN'GUISHERS AND CAB TS: A. Selection of fire extingm'shers cabffiets shall be niade'by Architect. from submittals by General Contractor, receding verification as to type and location by `ire Marshall. B. Fire extinguishers shall be ten I pound dry chemical type for A, B and C fps. Refer to drawings for extinguisher JDcations and housing types. 1.03 S1 .AGE A. General: This section shall inclu n a materials and labor for complete iallation of exterior signage for project. S' age types and sues shall be as shown on the drawings. Signage locations shad be field coordinated with the Architect and as described below. B. Manufacturers: Interior and exterior signage shall be the product of a single manufacturer for sole source resp nslbllity and coordination of installation. The products of ASI Slogn Systems a used in this specification as a standard for material and quality required. Other acceptable signage producers include: American graphics Inc., Seton. Identification products, National Signage Affiliates and Best l anu.facturin Sign System& Manufacturer's products shall be covered by a minimum of a +w year li ate ia•is • ■ arrant . C. Submittals: Provide catalogue cut sheets of proposed manufacturer's full product line showing available styles, patterns and colors to the Architect for selection purposes. After initial style and colon selections, actual samples of manufacturer's products shall be bmitted for review and approval by Architect and Owner. Samples shall be pro ded for each type of sign to be used. D. Exterior Signage: 1. Scope: Exterior signa.ge ' eludes but is not limited to surface mounted building signs, identi ca on and address signs, tenant logo signs, miscellaneous parking and , Rd' g directional and location signs as well as reserved and handicapped parking signs. 10 -t 2. 3, a. Identificatlan _arid A. the General Cone and details. Locations : Required sign construction. Code Compliance: Sinage END of D] USDA ManufaMning Building — Naples, vrda heeley Architects, Inc. Pmjed Number 0855 Lress Sins: These signs shall be mounted by r. Refer to drawings for location, elevations ;e shall be detern fined and located during call comply with all applicable AD.. criteria_ IIO 10-2 USDA Manufacturing Building -- Naples, Florida Shecicy Archie, Inc. Project No. 0855 DIVISION 11 NOT USED FOR THIS PROJtCT 11 -1 USDA Manufacturing Building -- Naples, Florida heeley Architects, Inc. project Number 0555 DIVISIO 12 FU1tNIS G NOT USED FOR THIS PROJ.ECT 12 -1 USDA Manufactu6ng Building, Maples Florida Sheep Architects, Inc. Project Dumber 0855 ' DIVISIU 13 13-1 SPECIAL CONS RUCTION Part 1- General 1.01 Section Includes The Building stern includes the structural steel s stem (primary and secondary structurals), metal roof system, wall system, and all roof and w l insulation, canopies, trim and accessories as required by the drawings. The Entire Building System for this project shall be listed below or pre - approved equal. Acceptable man cturers are; Butler Buildin Systems. American Builds g Systems. eco Building Systems. 1.02 Building Description A. Building Dimensions: Building dimensions steal be as indicated on the project drawings. Hori USDA Manufactuiring Building, Maples Florida Sheeley Architects, Inc. Project Number 0855 1.03 Quality Assurance A. Letter of Certification Certification: The manufacturer shall submit writt n certification prepared and. signed by a Professional Engineer, registered to practice in verifying that the building system design and metal roof system desi (including panels, clips, and support system components) meet indicated loading requirements d codes of authorities having jurisdiction. The certification f lcation mast reference specific dead lo ds, live wads, snow loads, wind loads1speeds, tributary area load reductions (if applicable), co centrated loads, collateral loads, seismic loads, end use categories, governing code bodies, including year, and load applications. The letter of certification should use format as illustrat d in Attachment "A " at the end of this section and must be on the manufacturer's letterhead. Ref r to the Submittal Section of this Specification. B. Material Testing In addition to material certifications of structural eel, the manufacturer shall provide, upon request, evidence of compliance with spe ifi atio through testing independent of the manufacturer's suppliers. This quality assurance fie Ling shall include testing of structural Dolts, nuts, screw fasteners mastics and metal coatings rimers metallic coated products, and painted coil products). C. Design Loads. 1, Governing Design Code Structural design for the building structural system shall be provided by the building manufacturer for the following design criteria. oC Governing Building Code-.2007 earNersion: F Occupancy Category: FACTORY 2. Roof Live Load Roof Live Loads are applied based on the Tributarr Area as follows: 0- 200 Square Feet PSF 201- 600 Square Feet- interpolation between -200 q.ftt and 600 sq.ft. numbers 601 Square Feet or Greater PSF 3. loaf Snow Load The roof snow load used for designing the structure may not be reduced and shall be the product of the following criteria: Snow Load Coefficient (Ce)-, Thermal Factor (fit) Snow Importance Factor i): Ground Snow Load (Pg): Roof Snow Load ('f) = 0.7 *. Cc t* I Pg = pound s per square foot (psf) The- design snow load shall include the effects of 'nimum flat roof load limits, rain on snow, drifting snow, and unbalanced snow load as define in the governing building code specified above. 4. wind Load The wind load used for designing the structure shall be the product of the following criteria: Wind Exposure Category: . Find velocity Pressure Exposure oeff. (Kz): Wind Topographic Factor (Kzt): Wind Directionality Factor (Kd): 13-2 Wind velocity (V), miles per hour: 130 Wind Importance Factor (1w): Building Wind Load (qz) w 0.00 * Kz * KA Wind Pressure Coefficients and the design pressun 5. Seismic Load The seismic load used for designing the structure . Spectral response acceleration for short periods (S,4, Spectral response acceleration for 1 see. period (S l Site Class: Seismic Importance Factor (I): Seismic loads shall be applledper the governing 4 USDA Manufacturing BuildW& Naples Florida Sheeley Architects, Inc. Project Dumber 0555 "d * v * 1w = pounds per square foot (psi) !s shall be applied per the governing code.. fall be based on the following criteria: i %g i %g a 6. head. Load The, dead load shall consist of the weight of buildit Lg system construction, such as roof, framing, and covering members. 7. Collateral Load Collateral load of pounds per square foot shall be lied to the entire structure to account for p p l pp the weight of additional permanent materials ether than the building system, such as sprinklers, mechanical systems, electrical systems, hung parti ions, and ceilings. This allowance does not include the weight of hung equipment weighing pounds or more. Equipment. loads of.5 o pounds or more shall be shown on the project dra ings and the structure shall be strengthened as required. The specifier will provide the building manufacturer with the magnitude and approximate location of all concentrated loads greater than 50 pounds before design of the building commences. S. Auxiliary Loads Auxiliary loads shall include all dynamic loads ,su h as cranes and material handling systems, and will be defined on the contract documents. 9. Crane Loads Crane loads shall be a function of the Service las a defined b the governing code and Crane Manufacturers Association of America (CM-AA) a well as the rated tonnage (A- Standby or Infrequent service, B- Light service, - Moderate ervice, D- Leavy Service, E- Severe Service, F- Continuous Severe Service). Cranes in service lass E or F shall follow `Specifications for Design and Construction of Mill Buildings " ", AIS Standard 13. The Servicc Class of the crane shall be. . The deflection criterion for the crane shall be . The crane loads will be obtained from the crane manufacturer and supplied by the specifier to the building manufacturer at the time of bid: The buil tng structure shall, be designed for the crane loads in accordance with the governing code. lul ple cranes in the same bay or aisle shall be designed according to the governing code. If the g verning code does not address multiple crane design practices, the 2006 MEBMA Metal Building Systems Manual shall be used... 10. Load Combinations Load combinations used to design primary and secondary structural members shall-. be according to the governing code. E. Deflections Structural members: The maximum deflection of main framing members shall not emceed 1l th of their respective spans. The maximum deflection due to snow load in roof panels and purlins shall not emceed I/ th of their respective spans. The tna mum deflection clue to wind load in wall panels and guts shall not exceed II th of their resp 1 ctive spans. 13 -3 Lateral deflections, or drift, at the roof level of the grade, caused by deflection of horizontal force resit Calculations for deflections shall be done using aJ on engi eering judgme t using the a.'sumed co ml not be allowed. Drift shall follow AIS 's "Service; Buildings "; The use of composite stiffness for defle actual calculations for the stiffness are included wit ma imurn deflections are specified, calculations sh,, 1.04 warranties The manufacturer shall provide a written weathertrl (25) years against leaks in roof panels arising out of normal weather and atmospheric conditions. warrai system manufacturer and the metal roofing system � shall be no less than $0.70per squarefoot of roof Roof Systems). OR USDA Manufacturing Building, Naples Florida Sheeley Architects, Inc. Project Number 0855 tructure in relation to the floor or slab on :ing elements, shall not exceed, H1. l the bare frame method Reductions based 7site stiffness of the building envelope shall Mlity Design Considerations for Low -.Rise rtion calculations is. permitted only when i the design for the specific project. when lI be included in the design data. htne s s warranty for a maximurn of twenty or caused by ordinary wear and tear under ty shall be signed by both the metal roofing ontractor. Maximum liability of warranty rrea (Generic Structural Standing Seam The manufacturer shall. provide a written weathertiotness warranty for a maximum of ten (10) years against leaks in roof panels arising out of or e normal weather and atmospheric conditions. Warr& system manufacturer and_ the metal roofing system i shall be no less than $0.20per square ooi o roof Roof Systems). A. The manufacturer shall provide a. written warran metal roof panels due to corrosion under normal we ,ed by ordinary wear and tear. under shall be signed by both the metal roofing tractor. MaWmu liability of warranty .m ( Through - fastened or Standing Seam for twenty (25) years against perforation of ter and atmospheric conditions. warranty shall be signed by metal roofing system manufactur r. B. The manufacturer shall provide a paint film writt n warranty for twenty (25) ears against y g cracking, peeling, chalking, and fading of the coatin on. painted wall panels, painted roof panels and soffit panels. warranty shall be signed by build' g system or roof system manufacturer and state that the coating contains 0% Kynaar 5009 or ylar 50000 resin. The manufacturer shall warrant that the coating shall not peel, crag or chip for 25 years. For a period of 25 years, chalking shall not exceed A TM D4214 48 rating a d will not fade more than 5 color difference units per ASTM D2244. C. Manufacturer's Certification: The- manufacturers all submit a signed written Certification one week prior to bid date stating that the metal roof system manufacturer or approved representative will provide warranties. and Inspectio4 and Report Service specified herein. NOTE: warranty terms shall be submitted with bid. 1.05 Submittals I . A. Product Data: Submit manufacturer's product infi instructions for building components and accessories B. Erection Drawings: Submit complete erection drag cross - sections, covering and trim details, and access( proper assembly of building components. C. Certification: Submit written letter of certification Engineer, registered to practice in system design and metal roof system design includh ion, specifications, and installation xngs showing roof framing, transverse y installation details to clearly indicate prepared and signed by a Professional verifying that the metal building g panels, clips, and support system 13 -4 7 . L 7 . L_J �1 I. L L .1 components) meet indicated loading requirements The a certr� fication mast reference specific dead loi tributary area load reductions ffapplicable), corgi loads, -end use categories, governing code bodies, certification one week prior to bid date in fornmi the building manufacturer's letter head. D. Submit certification verifying that the metal ro( n derwy iter's Laboratory as Floss 90. OR Submit certification verifying that the metal roof r Factory Mutual as doss 1-90, OR Submit certification verifying that the metal roof s A S'TM E1592 test protocols. B. Dealer Certification: Submit certification one n supplier or metal roof system supplier is a rnanufa� system to be furnished. Certification shall state dal Installer Certification: Submit certificate one wee) roof system installer -has been regularly engaged h same or equal construction to the system specified 2. 01 STRUCTURAL URAL ST EL: USDA Manufacturing Building, Naples Florida Sheeley Arehiteets, Inc. Project Number 0$55 and codes of authorities having jurisdiction. ds, live loads, snow loads, wind loadsspeeds, eentrated loads, collateral loads, seismic including ear, and load applications Submit shown in Attachment "A" f o, 'ecdon 1.03 on fing system has been tested and approved by system has been tested and approved by stem has been tested and approved using the ?ekprior to bid date that the building system turer's authorized and franchised dealer of the on which authorization was granted. prior to bid date that the building system or the installation of building systerns ._ofthe- Traditional pre - engineered framing system consist g of purlins, guts and rigid frames -, double slope, without interior columns (Bay spacings up t 30 feet.) GENERAL INFORMATION The design of the structural system shall be a clear or multi -span rigid frame with tapered or straight columns and roof beams, with a gable slope roof. Actual building length shall be structural line to s ctural line and shall be the same as n.ominal- i.e., the number of bays tunes length of bays. Stru tural line is defined as the inside face of the wall sheets. Actual building width shall be structural line to Atctural. line and shall be th6 nominal building width. The roof shall have a minimum slope of —1 in 12". All components and padrts of the structural system shall be as indicated on the drawings and/or specifications. All components and harts shall be clearly marked ind erection drawings shall be supplied for identification and assembly of the harts. 13 -5 USDA Manufacturing Building, Maples Florida Sheeley Architects, Inc. Project Number 08 5 5 All drawings shall carry the stamp of a registered Orofessional. engineer. Field modification of parts shall be in accordance ith the best standard procedures, require the approval of the manufacturer, and be the responsi ility of the building erector. field modifications shalt be made on the truss purlins unless specified on the erection drawings. Foundations Foundations including anchor belt embedment len0h shall be adequately designedby a competent engineer, retained by other than the but cling manufacturer,. in accordance with the best recommended practices for the specific soil conditions of the building site. All reactions for the proper design of foundations shall be supplied by the Building Manufacturer. Anchor bolt diameter shall be as specified by the uilding Manufacturer" s. anchor bolt layout drawings. Anchor bolts shall be supplied by the contractor, n t the Building Manufacturer. All anchor bolts on moment resisting column bases shall have nuts above and below the base plate. Fixed column bases shall be grouted flush with floor line after structural steel erection is complete. BuiIding shall be produced in a manufacturing fact ity- that is certified by the American Institute of Steel Construction - Category MB. STRUCTURAL STEEL DESIGN All structural mill sections or welded-up plate secti ns shall be designed in accordance with the 2005 edition ofAIS "Specifications for. Structural Steel Buildings",. and all cold- fornned steel structural members shall be designed. in accordance with the 2004 edition of Al l "Specifications for the Design of Cold Formed Ste 1 Structural Members ". The structural system shall be designed in acco Design Loads and Building Codes). P IAL4 2 Y FRAMING Rigid Frames with the specified building code . (Refer to Frames shall consist of welded -up plate section cohmms and roof beams complete with . necessary splice plates for bolted field assembly. 1 13 -6 ' I 1 .1, USIA Manufacturing Building, Naples Florida heeley Architects, Inc. Project Number 0955 All base plates,. cap plates, compression splice Plats and stiffener plates shall be factory. welded into place and have the connection holes shop fab aced. Columns and roof beams shall be fabricated compl to with holes in webs and flanges for the attachment of secondary structural members and b sing except for fieldwork as noted on manufacturer's erection drawings. All bolts for field assembly of frame members shall indicated on erection drawings. Endall Structurals The endall structurals shall be cold- formed chap 2004 AISI Specification or welded -up plate sectio Specification. l be ASTM A325 high strength bolts as el members designed in accordance with the s designed in accordance with the 2005 AISC Endwall frames shall consist of end all corner po s, end all roof beams and end all posts as required by design criteria. All splice plates and base clips shall be shop fabric ted complete with bolt connection holes. All base plates, cap plates, compression splice plates a d stiffener plates shall be factory welded into place and have the connection holes shop fabricate-I.. Beams and posts shall be shop fabricated complete with holes for the attachment of secondary structural members except for field work as noted gn manufactures erection drawings. Intermediate frames shall be substituted for end -will roof beams when specified. Necessary end call posts and hales for connection t shall be shop fabricated. SECOADAR Y STR U7TJRAL MEMBERS Purlins Puarlins shall be "Z" shaped, precision roll formed gauges to meet the specified loading conditions. Purlins shall be 8" or 9 -1!2 " deep "T' sections. the intermediate frame used in the endall lic coated galvanized steel in different Outer flange of purlins shall contain factory punch ad holes for panel connections Eave Members Eave Struts shall be factory punched 8", 9 -1/2 ", or P deep "C" sections precision roll. formed acrylic coated galvanized steel in different gauges i meet the specified loading conditions. iris irts shall be "T' shaped, precision roll formed a.c lic eoated galvanized steel in different gauges to meet the specified loading conditions. 13-7 USDA Manufacturing Buildin& Naples Florida sheeley Architects, Inc. Project N ber 0855 Gifts shall be " or 9-1/211 deep "Z" sections. Outer flange of all girts shall contain factory- punc�ed holes for panel connections. Bracing Bracing shall be. located as indicated on drawings. Diagonal bracing shall be hot - rolled rod of size in icated on drawings, and attached to columns and roof beams as shown on the drawings. Optional fixed base wind posts or pinned base portal frames may be substituted for wall rod bracing on buildings as required. Flange braces, purlin braces, etc., when required, s all be cold -- formed and installed as indicated on drawings. WELDING Welding procedure, operator qualifications and we ding quality standards shall be in accordance with the American welding Society D 1.1. -2006 - S ctural welding Code — Steel and Aw D 1.3-1 998 - Structural 'fielding Cade - Sheet Stee . Inspection other -than visual inspection as defined byAWS D1.1 paragraph 6.9, shall be idea ified and negotiated prior to bidding. Certification of welder qualification shall be; suppl' d when requested. STRUCTURAL PALWING General All structural steel shall be prime painted as tempo ary protection. against .ordinary atmospheric conditions. Subsequent finish painting, if required., shall be performed in the field by others. Prior to painting, all steel shall be cleaned of loose st, loose mill scale, dirt and other foreign material. Unless otherwise specified the fabricator sball not be required to sand- blast, flame clean or pickle prior to painting. Primary Frames Clean all steel per P - P2. 13 -8 ' USIA. Manufactiring Building,, Maples Florida 5heeiey ArchiteM Inc. Project Dumber 0855 Factory corer all steel with one coat of gray water reducible alkyd prhner paint formulated to equal or exceed the performance requirements of ederal Specification T T -P -6 , TT -P -664 and SSPC Paint-25 to a minimum coating thiclme s of 1.0 mil. Secondary Structurals - Doll- Formed Clean all steel per S P - P 8 or PC - P6. Material shall have a hot dipped zinc coating per ASTM A653 -0 specification followed by one coat of clear acrylic finish. The acrylic coated galvanized steel will equal or exceed the performance requirements of Federal Specif icatio TT-P- .4D and SSPC Paint-25. END OF DIVISION 13 -9 USDA Manufactiring Building-Naples, Florida Sheeley Architect, Inc. Project Number 0955 D SION 14 NOT USED OR THIS PRO,JECT 14 -1 a 1 i W l TAL GENERAL PART 1— GENERAL 1.01 1 DIVISION 1 ELECTRI USDA manufacturing Building ^ Naples, Florida Sheeley Architects, Inc. Project Number 0555 '.'NTS FOR PI UMEBING4 1H[VAC AND WORK GENERAL PROVISIONS A. All of the requirements of Division 1, General Contractor's Work, shall be coordinated with this Division. - B. All work, materials and l? ui ment s pplied and installed under this Division shall comply with appropriate edition f the following codes as amended by the governing body: T , Standard Building Code. 2. The National Fire Codes, A. 3. National Electrical Code# N- F A. 4. Standard Plumbing Code, including all appendices. 5. Standard Mechanical Code. d. Local Codes and Regulation 7. Regulations of the 'mater are Sewer Utility Company 8. Regulation of Electric Utility. Company. 9. Regulations of the Telephone Utility Company. 10, Regulations of the CATV Ut Jity Company. 11. The Life Safety Code. 12. Mate Departments of H lth and. Rehabilitative Services, Natural . p Resources, and. Environment A Regulations. C. It is believed that at the time of deli , the codes and ordinances listed above and on the drawings, constitute all leg 1 adopted requirements governing the work described by these plans and specifl ations. D. Careful effort has been taken to as ure that the work described herein has been designed in Bill compliance wi these codes and ordinances and with interpretations historically rendered y the governing agency rnd a ica Led. E. Each subcontractor shall coordinate site utility work .for the proper connection of utility services to those installed un er the appropriate Division. F. The subcontractor shall examine - the site and shall thoroughly review the architectural and structural drain s to familiarize himself with all conditions affecting the work herein. G. Each subcontractor shall cooperate with all other Contractors and install his work as fast as the progress of the job wit permit. H. Each subcontractor shall have a c mpetent representative on the job when any work is being done, 15,1 1.02 I. USIA Manufiwftuing Building -- Maples, Florid. Sheeler Archiftcts, Inc. Project Numlr-r 0855 Each subcontractor shall be. resoponsible to have - his material and work performance conform and comply with -the ordinances, codes, and regulations, � a and with the drawings and specifications. COORDINATION: A. The General Contractor shall coop( shall furnish in writing to the Arc work of all trades to be installe interference or delay. D. Where the work of this Division m other trades, or where there is v interfere with the work of other tray all conditions to make a satisfactory C. If the General Contractor or subco with other trades, then he shall mak the condition without extra charge. D. The complexity of equipment and tl require complete coordination of consideration substitutes of equal responsible for all changes that affei all trades. E. All systems and their associated cor and operating to the satisfaction of tl ate and coordinate the work in all trades and itect any information required to permit the satisfactorily and with the least possible ill be installed in close proximity to work of Fidence that the. work of this Division will le s, the Contractor shall- assist in working out adjustment. xtractor installs his warp before coordinating h the necessary changes in the work to correct variation between equipment manufacturers 1 trades. The Contractor who offers for oducts of a reliable manufacturer shalt be the installation, operation and equipment of trols must be completely installed, connected ie Architect prior to final acceptance. 1.03 SUBCONTRACTOR'S OBLIGATIONS: A. The subcontractor shall provide ail supervision, labor, materials, equipment, machinery and any and - al l other.-iterris necessary to complete the system. D. The subcontractor shall examine the site and shall thoroughly review all contract documents, plans and specifications, to familiarize himself with all conditions, which may affect the work herein. C. Where item of equipment. are- sp rifled in the singular, the Contractor shall provide and Mnstall the number of items of equipment as indicated on the drawings and as required for complete systems. D. -It is the intent of the specifications. and drawings to provide for finished work � tested and ready for operation. An apparatus, appliance, -material or work not shown on the drawings, but rnentio ed in the specifications or not mentioned in the specifications but implied by flie drawings, or any incidental accessories necessary to make the work complet in all respects and ready for operation shall be furnished and installed by the appropriate subcontractor without additional expense to the Omer. E. Where discrepancies are discovere after certain portions or phases of any contract have been installed, the Mcilitect reserves the right to require any or all Contractors to make minor changes n pipe, duct, fixture br equipment locations 15-2 f, 17 L LI or arrangements to avoid confli Owner. 1.04 MATERULS AND EQUIPMENT: Materials and equipment shall be the listed in these specifications. USDA Manufacturing Building — Naples, Florida sheeley Architects,.., Inc. Project Number 0855 with other work at no additional cost to the ducts- of one of the 'approved manufacturers 1.05 UB ITT L : Materials and Equipment Schedule: As si>on as practicable and within thirty (30) days after the- award of the General Contract aro before commencement of installation of any material or equipment, a complete � schtodule of materials and equipment shall be submitted in quadruplicate for approval of the Architect. The schedule shall include catalog cuts, diagrams, drawings, certified ratings and such other descriptive data as may be required. No consideration will be giv n to partial lists submitted from time to time. Data shall be compiled into brochure form 1.06 CONNECTING To TAE WORK of Of HERS: A. Before starting work, and from:- time to time a- the work progresses, the Contractor and subcontractor sha I examine work and materials of all trades, insofar as they apply to this work, and shall notify the Architect immediately in writing of conditions, which will prevent satisfactory results in installation of the systems. B. Should the work start without uch notifi 1.08 B. Where drawings and specifications General Contractor to bring such cc so that adequate clarification can re4 HANDLING of E UIP ENT AND MA1 A. The subcontractor shall receive, prof proper location, all equipment and rn# B. After delivery, before and after ins protected against they, injury or darn; C. Equipment outlets, pipe outlets ancb with temporary plugs or caps. D. All materials stored on the site sl deterioration. Materials shall not be s E. Do not remove manufacturer's packir showing aims of corrosion, improper P. Provide continuous protection for all { USDA Manufamning Building — Maples, Florida heeley Architects, Inc. Project Number 0855 nfliet,. it shall be the responsibility of the .ict to the attention of all parties involved, e the conflict. 1RL4 L • -ly house, handle, hoist and deliver to the rials required to be furnished by his trade. lation, equipment and materials shall be .0, from all causes. any and all - openings shad be protected all be properly protected from injury or ored in contact with the ground or floor. materials until ready to install. Materials candling or storage shall be replaced. quiprrment already installed. 1.09 DAMAGE To OTHER WORK AND PERSONNEL: A. The subcontractor shall be responsible for proper protective measures when working overhead or in finished ax as. He shall repair, replace or touch up finished surfaces, which may have een damaged as a result of his work or operations. This is to include prep ation, priming and refinishing of structure due to welding or machining .for attacILment of equipment. B. The Contractor and subcontractor sha It carry suitable insurance as prescribed by law for protection of his employees, other persons, materials and equipment on site. 1.10 EXCAVATION, TRENCHING, BACK : A. Provide excavation, trenching, or. bar ill as indicated or as required. B. Excavation Within building shall be below levels required for general excavation. 1.11 CONCRETE WORK: All concrete work required for this Divisi n shall conform to the requirements of Concrete Work as specified in other Divisions or Sections of these specifications. All concrete required for additional support f equipment shall be provided, by the. appropriate subcontractor. 1.12 REMOVAL of UBBI H: Sub- contractors shall maintain the work site rubbish. from accumulations of waste material or 1.13 PERMITS AND FEES: With the exception of the Electrical Subcontractor. (refer to section 16-03), each respective subcontractor shall be responsib e for obtaining permits and scheduling 15 -4 I L _J i L.J USDA Manufa.c wing Building — Maples, Florida Sheeley Architects, Inc. Project Number 0855 inspections required for their work.. - Said S-bcontractors shall also pay charges incidental to the permit process. Subcontractors shall abide by all laws, ordinances and regulations of the City and/or County, in which the rk is done, and the State of Florida and any other governr�r�.ental agency having jurisdict' n. 1.14 SC EDLLES AND 1ATERLAL: A. The products- to be furnished d+ standard product of a reputable mar Where two or more units of the sarr shall be the product of the same mai system need not be the product of th B. Materials and equipment are spe manufacturers to indicate quality, m manufacturer's product, or several, a design. this specification shall be essentially the ifacturer regularly supplying such materials. class of equipment are required, these units ifacturer; however, the component parts of a same manufacturer. ified herein by a single or by multiple terial and type of construction desired, one e indicated and have been used as a basis for 1.15 PROTECTION AND CLEANING: A. During erection protect all ductwork, piping, conduit and equipment from damage and dirt. Cap the open ends of all d etwork, piping, conduit and equipment. B. After completion of project clean th exterior surface of equipment and materials. Remove all concrete residues and as directed touch up paint or completely repaint all darnaged surfaces. C. All equipment shall operate withol objectionable noise and Vibration. Concrete condensing unit pads where used ad cent to buildings shall be separated from the main slab /wall by a suitable vibratio isolation joint. D. If objectionable noise or vibrati should be produced and transmitted to occupied portions of the building b any equipment or materials furnished under this Division, the subcontractor steal make all necessary changes to eliminate said noise and vibration at no extra cost t the Owner. 1.16 ACCEPTANCE INSPECTION: A. Subcontractors shall prepare, ass< maintenance manuals, certificate,. Subcontractor's representatives resp present at the time of acceptan mechanics, tools and ladders to assn B. prior to requesting final inspectioi required, paint equipment installed. finished to match walls or ce ilin scratched or otherwise damaged color - matched paint. Interiors of eq and debris. 1.17 RECORD DRAWINGS: amble and provide: required test reports, , guarantees and letters of instruction. )risible for work under this Division shall be fe inspections and shall furnish required L in the inspection. 1, the subcontractor shall clean, and where All exposed equipment and materials shall be �s. All exposed equipment and materials shall be painted With factory supplied aipment shall be vacuum cleaned free of dust 15 -5 USDA Manufactring Building — Maples, Florida sheeley Architect, Inc. Project Number 4855 Maintain one (I) set of construction doc ments in field office, to he used as "as- built" record. Records shall he kept daily using olored pencil. 1.18 INSTRUCTIONS: A. Furnish three (3) complete sets of operations and maintenance . instructions applying to each piece of equipment installed in conjunction with this contract. B. Instruct a representative of the er in the care and operation of all systems, and shall furnish a letter to the Owner advising of the particular person who has received such instruction. 1. The Contractor shall fern sh a letter addressed to the owner with the following information: a. Guarantee in general.. 2. Wiring diagrams including a following: a. Control Wiring. h. Sequence of operation. 3. operating instructions. 1.19 Gib 'TEE: Warrant materials. and workmanship for a eriod of one (1) year from the date of issuance of certificate of occupancy each buildin This does not waive_ stipulations in other clauses that specify guarantee periods in xcess of one (1) gear, Whenever, during the guarantee period, the Contractor is note ied in writing that any item of equipment, material and/or workmanship furnished under this Contract is deemed defective, or is not meeting specification requirement, the Contractor shall immediately -replace, repair or otherwise correct defect or deficiencies without extra cost to the {owner. END OF Dl1VISION IS -6 1 USDA Manufacturing Building — Naples Florida Sheeley Architects, Inc. Project plumber 0555 DYVISIOP I 15A G PART 1-- GENERAL 1.01 WORK INCLUDED: A. General. This Division shall inclu a the furnishing of all labor and materials to complete all plumbing work sho on the drawings and herein specified to include the following 1. Provide each plumbing s rst m indicated, to include all water, sewer and vent piping, service tonne ions, specialties, apparatus and accessories specified or required for a fuller functional installation ready for use. Provide all required fittings, supports, fastening devices, cocks, valves, traps, etc. 4. 2. Plumbing. services required for - equipment furnished under other Divisions, or provided by the owner, determine: accurate roughing requirements in advance of work, set equipment in place, make necessary service connections, and pro ide accessory equipment as required. 3. Sanitary drainage system o soil, waste and vent piping, complete from future and continuing to fiv (5) feet beyond building line. 40 Cold water suppler rung.. fro new -water wall to plumbing equipment, hose bibs, and providing all requi d accessories. 5. Accessories, Bose bibs and or drains. 6.- Plashing for all pipes throug roof. 7. Excavation, backfill, . m . 8. Installation of equipment, s shown, furnished by the owner or this Contractor. 9. All work shown on drawings involving plumbing work, unless otherwise indicated. lo. Testing, as -built drawing. 11. Water piping system sterilization. 12. Warranty. B. In general, install utilities minim of twenty -four (24x) inches below grade. Inspect site and examine condition under which work will be dune. To extra payment will be made because of n glect to visit the site and to ascertain utilities to which to nuke connection. 1.02 WORK NOT INCLUDED: A. Vent pipe flashing shall be installed by Roofing Contractor. B. Condensate drain systems by .ir C ditioning Contractor. C. Water and sewer tapping fees, meter fees, and surcharge fees, by owner. 1.03 CODES AND STANDARDS: 15A-1 A. USDA Manufacturing Building — Naples, Florida Sheep Architects, Inc. Project Number 0855 Design and Installation Standards: I . Sanitary Code of the State of Florida. 2. Florida Plumbing Code 20 7. 3. Hydraulics Institute Stand s. For additional codes and s lards, refer to Division 15. 1.04 MATE A.L . A. All pipe, fittings, valves, hangers, herein specified. . B. All insulation materials ' and insty work as herein. specified. )ports and installation procedures shall -be as ion procedures shall be in accordance with 1.05 PIPE, BE AND FITTINGS: Furnish and install: as indicated on the drawings. and as required to connect all f tunes and equipment, pipe. and fittings of materials and type for the various services - as -listed below. A. Water service -pipe outside of buil .xng 3" -and smaller shall be PVC. Contractor has option of using Schedule 40 P 1V C water wipe with solvent fused joints. B. Domestic water in building above ground: CPVC coastline tubing, ASTM (B- 88). Tubing to� be secured by clam s every four (4') feet of run or less. Nail stops to be installed by plumbing Contra or. C. Underslab outer piping to be sched le 40 PVC. D. Soil, waste, rainwater and vent iping: Schedule 40 PVC with fittings and adapters. All joints shall be ma a using solvent fused PVC drainage pattern fittings, Pipe shall be j oined ccordance with. manufacturer's requirements, using recommended primer and solvent. Pol'inyl Chloride (PVC), drainage, waste and vent is to be PVC 1120 confonning to ASTM D -2665 with matching fittings, (ASTM D- 2466), and solvc nt cemented joints, (ASTM D-2555). 15A-2 1.0'1 I. I USDA Mmufacturing Building — Naples, Florida Sheeley Architects, Inc. Project Number 0955 PIPING INSTALLATION: TALLATION: A. Contractor shall verify, coordina and adjust this work with special attention to compatibility of invert elevations of piping prior to any installation of work so that proper connection to site uti ties or other interfaces may be achieved. The requirements herein outlined 'app to the. piping systems specified elsewhere in other divisions of the - specificatio S. B. All piping is to present a neat an orderly appearance. Do not block openings or passageways with piping. C. Provide factory applied plastic en caps on all lengths of pipe and tube. Maintain end caps during shipping, storag and handling as required to prevent pipe -end damage and beep dirt and moss from inside of Pipe and tube. D. Store pipe indoors, or if outdoors tore well above grade and enclose with durable waterproof wrapping. Protect ges and fittings from moisture and dirt by inside storage or with durable wat rproof gapping. E. Provide pipe and tube of the pe, joint type, grade, size and weight wall thickness or class) indicated for ch service. Where type, grade or class is not indicated, provide proper selection as determined by installation requirements, governing regulations and Indus standards. F. Run piping parallel: with walls the building. Keep piping free from. direct contact with structure or installed tems where possible. Support vertical piping, G. Support horizontal suspended pip' g as follows: I . PVC Pipe: - Install plastic - strapping and plastic tube tylon or supports at intervals not greater than our .(4) feet and not more than eighteen (18") inches from joint. 2. Install straps and or tylons at end of runs or branches and at each change of direction. H. Support horizontal drainage pipind below grade as follows; I . Lay piping on a firm bed i r the entire trench length. 26 Bnploy partial bac�llin and cradling to secure piping during baclll operation. I. Carefully core drill doles and ovide sleeves for all piping passing through beams, foundation walls, or cone to slabs. openings next larger pipe size than o.D.' of pipe, for bare pipe; and ne pipe size larger than O.D. of insulation for insulation pipe. Coordinate exact . ocations before. drilling. J. Where piping passes through fire' ated assemblies, the void surrounding the pipe shall be sealed with fire stop ystem, manufactured by Chase Technology Corporation, 3-M, Huntington S tion, New York, using U.L. listed procedures and materials. Use "'Spec Seal 20 o ". I. All grater piping shall be subject to a hydrostatic test pressure of loo psi and shall be proved tight for four (4) hours. L. All drainage piping shall have a t t of not less than ten (10') feet headwater. The water level shall remain constant r thirty (30) minutes. 15A-3 M. • FJ 10 USDA Manufacturing Build — Naples, Florida Sheeley Arcbitect% Inc. Project Number 0555 Isolate all metal piping from contact with dissimilar materials with approved insulators. Provide anti - galvanic connections when connecting to steel pipe. In general, all piping shall be concealed in walls and furred spaces. Piping shall be installed parallel to building wa is and at such heights as not to obstruct any portion of windows or doorways, ere interference develops in the field, pipe shall be offset or routed as requir d to clear such interferences. In all cases, consult architectural details before stalling piping. All piping located in pipe spaces must be located so as to insuie maximum accessibility. when necessary to cross pipe spaces, the crossing roust be made pear the floor or six (6') feet or more above the floor. If necessary, extra fitting and pipe are to be used. Piping small be installed in a unifo ..manner parallel to wall or ceilings. All changes in direction shall be made 'th fittings. Horizontal piping shall be made with fittings and shall be run at ri ht angles to building lines. Piping shall be carefully installed io provide prop r alignment and. . slope. Provision shall be made to allow for expansion and contraction. Pipe shall be guided and supported in such a manner that pipelines shall. not creep, sag or buckle. Anchors and supports shall be provided wherever necessary to prevent misalignment of pipinng.. Small tubing- to all controls or othe equipment installed on any apparatus shall not -be excessive in length and sh .11 be neatly installed, carefully bent at all changes in direction and properly secured at close intervals to prevent damage or sagging.. valves shall be installed in front of all gauges. Building waste lines shall be pitch d at not less than 118" per foot and not to exceed 114" per foot based on Florid Plumbing Code 007. Horizontal. piping shall be suspend d to a grade of not. less than 1/8" per foot wherever possible and as close to construction as practicable to insure maintenance of schedule ceiling sights and avoid. interferences. Direction changes, junctions, etc., shall be ma a with T fitting or fittings and 1l8 bends are required, Extend vertical stac s to and through the roof with necessary branches. All exposed connections and run -outs to - plumbing futures shall be brass pipe, I.P. size, heavily chromium Elated and polished. Piping shall be grouped wherever practical and shall be installed uniformly in straight parallel lines in either vertical or horizontal positions. Pipe groups for plumbing shall be run parallel with pipes or other trad s and wherever practicable,. all piping shall . be supported on common group hangers unless pitch of pipe as herein before mentioned is required. 1 15A -4 S. T. LU V. W. In general, pipe. - lines requiring large pipe mains, then space Mechanical Contractor shall pro extra Iengths and fittings in all pl the space available and as necessie All piping systems shall conf applicable A A code for Pressm codes, except where type and q pressures or fabrieatidn techniq USDA Manufacturing Building — Naples, Florida Sheeley Architects, Inc. Project Number 0855 image shall be laid out at the site first, then )r- air ducts, then electrical conduit. The de extra stub risers, as may be required; and ses' as may be required to install all systems in V to avoid interferences.. m with all applicable requirements of the piping and with all applicable state and local flity of materials, weights, thickness, design,, �s are called for in these specifications shall govern. Equipment piping shall also include wastes and drains, which are safe - wasted without a direct connection. Where nipples are necessary be een copper tubing and futures at all fixture connec 'tions such nipples shall be standard weight full iron pipe size brass pipe nipples with suitable brass or co er adapters. Steel or iron nipples '-ill not be permitted; at any location in cop er lines where connections are nude to brass fixture valves or trim. All pipes shall be required size, round and straight and shall be cut, reamed, threaded soldered anchor othe ise properly enclosed, supported, guided, anchored, sway braced, co.necte , tested, cleaned and flushed out, and run in a neat and orderly manner to the sa sfaction of the Engineer. Lines required to be enclosed chaseways or similar sp es shall be installed to permit such enclosure. This Contractor must lay out his work, properly locate the apparatus and add necessary pipe, sleeve, etc., and a his own measurements at the building. All piping shall be concealed ex pt In mechanical rooms, attics, crawl spaces, and similar unfinished rooms. hanical Contractor shall coordinate location of piping and ducts with general Contractor and Electrical Contractor to insure proper placement of all componen . where piping and ducts in unfinished rooms are exposed, all pipes shall be gro , ped and run in a neat and orderly manner. The pipes shall be run tight to the and ide of the roof or roof structure. 1.08 VACUUM U BREAKERS: Vacuum breakers shall be installed on potable water system. vacuum brewers 1.09 PIPE HANGERS AND SUPPORTS: A. All individual pipes shall be sup tylons. l water supplies where code requires on the all be Chicago or Sloan. )rted with plastic strapping and or plastic tube tI 15A -5 to C. USDA Manufiwttuing Building -- Naples, Florida heeley Architects, Inc. PrOJ M Number 0855 Contractor shall consult and cooperate with all other trades in arrangement of and routing of all supported lines so as to provide maximum -clearances, minimum interference and a neat first -class appearance and accessibility. No piping shall be. in contact with building structure. The following schedule shall he us in estahlish�ng distances between support for PVC' and CPVC pipe. The smallest pipe hung shall. determine the distance between straps where pipes are. suppo ed. Pipe or Tube Size Hanger Spacing Y2 it. 61 3/411 1f 6' 1.11 1 1-1/211 - 112" 81 1 -114" 9' 2" . ' PV.c Pipe Hanger Han Spacing P g 1l2'� 314" 4 -112f j f1 51 14/2" 5 -1/2' 2f# 61 311 71 4I1 7 -112' D. Plastic straps and or plastic tube tlo s shall. be of adequate strength and placed on correct centers to support the. lines . ith no sagging. B. pipe strapping and ties -May be secured to joists or beams as conditions require. It shall be the responsibility of ' leech ical Contractor to be: sure that structures supporti USDA Maaul`actur%ng Building — Naples, Florida Sheeley Architects, Inc. Project Number 0855 F. Acceptable manufacturers for ch c valves are: ibco -Seott 74, ' Jer nsHammond, Hanond, rane,unlenheiner, P w ell, Stoclham or walworth, G. Valves shall, be individually supp ed so that- equipment can be removed and piping system can remain unstresse and operation. H. All gate and globe valves shall be stalled with stern above horizontal position wherever possible. 1.11 WATER PIPING SYSTEMS: A. Domestic water piping shall be CPV C water tube inside building and Schedule 40 PVC outside building except where oted otherwise on the drawings. - B. Contractor shall verify water main B pressure and submit a letter from the utility company certifying available press a before any installation. C. Site utility contractor shall provide ackflow prevention apparatus as required by water utility company and goveminiental policies and regulations at location(s) shown on the Civil drawings. D. Make all connections to fixtures and equipment requiring hot or cold-water service. E. Place 'Valves to each future or piece of equipment not provided with stop valves. F. Pipe size changes shall be made with eccentric reducing fittings. G. Provide water service as shown on ie drawings. See 15A-02(c). H. Provide temporary water service to each building for use of other trades. Terminate temporary water service in conveniently located hose bib. Temporary installation to be paid by Plumbi USIA Manufacturing Building — Naples, Florida Sheeler ,rclitec% Inc. Project Number 4$55 1.15 FIRE AND ' Sl KE S T PPIN , All openings around.-pipes, ducts and conduits at penetrations of fire resistant walls and floors, shall he fur,-stopped with non-coinbustible materials approved by the authority having jurisdiction. The seal of these op nings shall he installed. in such a manner that the required fire resistance of the cons tru tion is not decreased. The standard for these installations shall be the latest edition of tf e UL Building Materials Directory. 15A-8 k 4 k 15A-9 USDA Manufaeturin Building — Naples, Florida Keeley Architects, Inc. Project Dumber 0855 1.19 EXCAVATION AND BAC LL: A. Do all excavating and backfillin : necessary for installation of the work and- all work incidental to excavation such: as shoring, plumbing, sheeting, piling, etc. B. All excavation shall be unclassified and shall include the removal of all materials encountered. C. Trenches- shall be of sufficient epth to allow adequate cover ver piping. Bottoms of trenches shall be. scooped out under hubs so pipes will have solid bearings on undisturbed earth.. oncrete or other approved supports shall be provided for all piping installed inlled ground. D. Backfill shall be made. with cle an earth free of rocks, debris or other foreign material. Cinders in b ackfill in any amount are---prohibited, Compacting of baclfilled areas to be performed b General Contractor. E. Repair all streets, pavements, la S. curbs and other finished surfaces damaged by excavation and restore to original co' ndition. 1.20 INSPECTIONS AND TESTS: A. The entire plumbing including so 1, waste, vent and water piping shall be tested by the Contractor as specified h rein and in accordance with the local codes; latter shall govern if they conflict ith the former. B. All work shall be tested and appr ved before acceptance of installation. Soil or. waste piping located underground hall be tested before backfilling. C. Equipment required for tests incl ing test pump, gauges, and other instruments, as well as all material and labor hall be furnished by this Contractor, without additional cost to the owner. D. Piping, equipment and specialties hall be cleaned before testing. Igo not cover or paint any part of piping or connect fixtures before testing and obtaining approval. E. Drainage System Test. I . Water Test: The entire drainage and venting system shall have all necessary openings plugged to permit the entire system to be filled with water to the level of the highest vent stack above the � roof. Where a portion of the system is t be tested, the test shall be conducted in the same manner, except that vertical stack with a ten (10) foot head shall be installed to maintain s icient pressure, or a pump may be used to supply the required press e. Allow grater to stand for at least. two 2) hours before staving the i pection. If leafs occur, make tight and repeat tests until all joints are tig and approved. . Air Test: Air test may be pplied Then- authorized. if tests are made with air, a pressure of not less an fifty 50) psi shall be supplied with a force pump and maintained at lea st fifteen (15) minutes without leafage. F. Water Systems Test; 1. Water Service Test: Servi pipe shall be subjected to tests under pressure and duration as directed by authorities having jurisdiction over this work. 2. Water Distribution Test: Upon completion of roughing in and before setting futures, the entiro hot and cold water piping systems shall be 15A-9 G. USDA Manufacbning Building — Maples, Florida Sheeley ArchiteeU. Inc. Project Number 0855 tested per local code requ' ents. Where a portion of the water piping system is to be concealed b fore- completion, this portion shall be tested separately in the same manner required for the entire system. .Adjustments and repairs: 1. Adjustments, repairs and al rations shall be made as required to meet specified. test results. 2. If inspection or test shows fects, such defective work or material shall be replaced and inspection d testy repeated. . In replacing defective parts, only new material shall be used. In case of defective pipe, -it shall. be re laced with the same length as the defective piece. 4. Caulking 'of screwed joints or peening or welds will not be permitted. 5. Tests shall: be repeated a er defects have. been corrected and parts replaced, as directed until pr nounced .satisfactory. 6. Where evidence of stoppa a appears in piling or equipment, this Contractor shall disconnect, c lean, repair- and reconnect the obstructed part and also bear the costs- of cutting and patching the adjoining work necessitated by such cleanin and repairmg. 1.21 S1J13MITTAL DATA: Submit four (4) copies of the following cat A. Plumbing fixtures and accessories. B. Water heating equipment and acres C. Electric water cooler. D. Cleanouts. E. Lase bibs. F. Floor drains and roof drains. G. Manufacturer's guarantee - water he H. Manufacturer's guarantee - electric I. Piping materials. J. Water storage tank. K. Self Primer Assembly. 1.22 WARRANTY: This Contractor's attention. is hereby. calf Conditions. g data and shop drawings: ies. ing equipment. Lter cooler (is used). to the warranty terms under the General END OF DIVISION 15A -10 USDA ManufacWring Building — Naples, Florida sheeiey Architects, Inc. Project Number 0855 DIVISIO 14 15B HEATING., AIR CONDITIONING AND VENTILATION PART 1— GENERAL 1.01 WORK INCLUDED. A. The requirements of Division 15 s 11 apply to all wor .hereunder. E. This Divsion shall include the ishiug of all labor and materials to complete the air conditioning, heating and v tllating as shown on the drawings and herein specified to include,. but not limited to, the following: 1. Exhaust fans, louvers ands stems. 10. Equipment supports, hanger , etc. 11. Tests. 12. Guarantee - Warranty. 13. Submittal data. Failure to mention any. spe fic. items necessary for complete system shall not. excuse the contractor rn furnishing and installing same. Notify the Architect, during bidding, o omissions or discrepancies. 1.02 WORK NOT INCLUDED: A. All cutting and patching associated .the General Contractor. B. Electrical wiring will be clone specifications. This Contractor diagrams to the Electrical Contract and conduit will be under this Divis C. Flashing - in of roof- installed me& 1.03 QUALITY ASSURANCE: A. Each piece of equipment shall hav model numbers on a plate securely, B. Capacities shall not be less than the C. Provide certified sound and/or fan D. Each piece . of equipment shall b� recommendations of the manufacti The installation shall be accomplisf E. Each piece of equipment shall be in 1.04 EQUIPMX T DELIVERY AND ST01 Deliver equipment to the site in the man each item with. I the proper identificati requirements of Division 15. 1.05 MATERIAL A 1 AND EQUIPMENT. ith the General Construction will be done by under the Electrical Division of these :hall furnish all controls, etc., and wiring )r; except, temperature control wiring, boxes on. nical equipment by roofing subcontractor. the manufacturer's name,. address, serial and ttached to it. & indicated on the plans. ita as hereinafter specified. installed in accordance with the approved -er to conform with -the Contract Documents. .d by workmen spilled in this type of work. talled to be free of noise and vibration. .E: acturerts original packaging, clearly marking � number. Store in accordance with the 155 -1 A. USDA Manufacturing Building — Naples, Florida Sheeley Architects, Inc. Project Number 0555 DIVISION 15B HVAC Exhaust Ductwork: 1. Intake and exhaust ducts ax to be constructed of galvanized sheet steel and of the thickness as req fired by Sheet Metal and Air Conditioning Contractors National Association MA I A). 2. Fabricate all ducts in acco dance with SMACNA. Low Pressure Duct Construction Standards, late t edition, and American society of heating, Refrigerating and Air Conditioning Engineers (ASBRAE), reconunendatio- ns. 3. Fan ductwork system. ' shall #lude wall or roof caps as required. 1.06 INSTALLATION: A. Equipment and General: 1. Due to the scale of the dra fittings, etc. which may I investigate the structural accordingly. igs, it is not possible to indicate all offsets, required. The Contractor shall carefully [ finish conditions affecting all his work 1,07 OBJECTIONABLE NOISE AND VIBRATION. A. All equipment shall operate without objectionable noise and vibration as determined b "the Architect. B. If objectionable noise or vibratio should be produced and' transmitted to occupied portions of the building by any equipment or materials furnished under this Division of the specifications 'the Contractor shall make all necessary changes to eliminate said noise or vibration at no extra cost to the owner. 1,08 FEES, PERMITS AND ORDINANCES, This Contractor shall abide by la s, ordinances and regulations of the local goverment agency having jurisdictipn and the State of Florida. Arrange for all permits and inspections and pay all f es required. 1.09 S BNUTTALS: A. This subcontractor shall furnish at t copies of the following data as c specifications and in this "supplemet B. Data shall be compiled into brochu phases of echanical work. C. The brochure shall be submitted wit the brochure, the same as outlined e ' time of request for final payment four 4 fled for in more detail in the mechanical :ary general conditions'. form and all submitted at one time on all a cover letter outlining the data covered by ielo. if the brochure is incomplete, the 15B -2 I I 77 L--J END of D IO 15B-3 USDA Manufaduring Building -- Maples., Florida L7heeley Architects, Inc. Project Number 0855 DIVISION 15B HVA Contractor shall be requested to pick up the brochure and make it complete before it will be acceptable. I . As -Built Drawings. 2. Fun'ish a letter addressed t the Owner with the following information: Guarantee in general. Full a.intenance contract where required. Advise the name of the particular person who has received instructions on the care and operation of the system. The letter shall make the following statement in these exact . words: 'T e complete systems have been installed in accordance with plans an specifications and authorized changes as- indicated on as -built drawmn s and are operating satisfactorily." 3. wiring diagrams including a following: Equipment Control wiring and Sequence of Operation. 4. Operating Instructions. 5. Manufacturer's parts data and service. instructions on all items of equipment. 6. Guarantees of equipment by anufacturer for one 1) gear. END of D IO 15B-3 USDA Manufacturing Building — Maples, Florida Sheeley Architects, Inc. Project Number 4855 SECTION 16A COMMON WORK RESULTS FOR ELECTRICAL PART I - ENERAL 1.1 SUPERVISION A. Maintain competent Superintendent in charge of work. Superintendent shall be qualified and have suitable experience in type of work involved. B. Should he be deemed not capable by Architect, he shall be replaced immediately by a Superintendent who' is satisfactory. 'ter a satisfactory Superintendent has been assigned., he shall not be withdrawn wqhout consent of Architect. 1.2 WORKMANSHIP A. Materials and equipment shall be installed in a neat and industry standard manner as judged by the Engineer of Record. B. Architect reserves right to direct rem val and replacement of items which, in his opinion, do not present an orderly and reasonably neat appearance provided such as orderly installation can be made using customary trade methods. The removal and replacement shall be done when direr ed in writing by Architect at sub - contractor's expense and without additional expens o to Owner. 1.3 CONNECTING TO WORK OF OTHERS Before starting his work and from time to time as work progresses, the Electrical sub- contractor's superintendent shall examine work and materials installed by others insofar as they apply to his own work, and shall notify the Architect immediately in writing of conditions which will prevent satisfactory results from the installation of the system. Should the Electrical subcontractor start his ork without proper notification, it shall be construed as an acceptance by him of all onditions and as to suitability of the work of others to receive his work. 1.4 CONSTRUCTION DRAWINGS The contract drawings indicate the extent and the general conditions of the work. If any . departures from the 'contract drawings are deemed necessary by the sub - contractor, details for such departures and the reasons therefore shall be submitted 'to the Engineer immediately. These items shall be submitted, in writing, r approval. No such departure shall be made witbout prior written approval of the .Archit ct and Engineer. 16A- 1 r 1. IV 1.7 The drawings are diagrammatic and equipment and work included in the c details for exact location of fixtures and The sub - contractor shall follow the draw of other trades to verify spaces in which space conditions at all points. Where he notify the Architect before proceeding wi [USDA Manufachning Building — Napless Florida sheeley Architects, Inc. Project Number 0855 ndicate the general- arrangement of fixtures; itract. Consult the architectural drawings and juipment. gs in laying out work and check the drawings :)rlc will be installed. Maintain head room and I room or space conditions appear inadequate, the installation. Likewise, the sub - contractor shall follow the drawings in laying out work and coordinate with the drawings of other trades to verily locations for all equipment on site. aintairi proper clearances from new or cxistin utilities or structures. The sub - contractor is responsible for coordinating any require ents of local utilities. where space or clearance conditions appear inadequate, notify the chitect before proceeding with the installation. If directed by the Architect, the sub reasonable modifications (as judged by electrical equipment, futures, and de vi other trades (whether on site or within sl utilities (whether on site or within structl DAMAGE TO OTHER WORK AND P ontractor shall, without extra charge, make Lrchitect) in the layout and installation of the s as needed to prevent conflict with work of .cture); to prevent conflict with new or existing &); or for proper execution of the work. ONNEL Each sub- contractor shall be responsible for proper protective measures when working overhead or in finished areas. He shall rei 3air, replace, or touch up finished surface which may be damaged as a result of his work or operations. This is to include preparation, priming, and refinish of structure due to welding or machining for attachment of electrical equipment. Subcontractor shall carry suitable insur ce as prescribed by law for protection of his employees, other persons, materials and a uiprnent on site. CUTTING, PATCHY, AND EXCAVATIONS Cutting and patching of walls, partition masonry will be done by this sub -cunt Cutting of steel, wood; or other main stn to commencing cutting. floors, concrete, pits and chases in wood and .-.-.tor as indicated or as directed by Architect. :oral pants must be approved by Architect prior Sub-- contractor shall do necessary a cava on and back- filling for his own work. Subcontractor shall maintain premises rubbish caused by his employees or woi :e from accumulations of waste material or At completion of work he shall remove tools, Iril4w) scaffolding, materials and rubbish from bull a clean, orderly, and acceptable condition. 1.8 ORDINANCES AND REGULATIONS USDA Manufacturing Building —Naples, Florida heeley Architects, Inc. Project Number 0855 site, and leave premises and his work in If the work as laid out, indicated, or specified is contrary to, or conflicts with codes ordinances or regulations, the sub-contractor shall report same to Architect before submitting his bid. Architect will issue instru tions as to procedure. 1.9 PERMITS AND FEES The General Contractor shall insure that the necessary permits and inspections required for his work- are obtained. He shall deliver Architect certificates of inspection issued by authorities having jurisdiction. 1.1 0 SCHEDULES AND MATERIALS Materials and equipment are specified herein y a single or b multiple manufacturers, to indicate quality, material, and type of con etion desired. One Manufacturers product is indicated. and has been -used as basis for design; it shall be each Subcontractor's responsibility to. ascertain that alternate Manufacturer's products conform to detailed specification, and that size and arrangernen of equipment is suitable for installation. Products of other Manufacturer's will be considered for use if in the Engineer's opinion, item requested for substitution is equal to that specified. Should a Subcontractor desire to make a substitution, he should apply in 'ting, stating amount of credit or extra involved, including complete Engineering daft. It shall be the responsibility of each sub-contractor -making a substitution. to include costs for changes required by other trades for proper operation of equipment proposed to be substituted. Before purchase of equipment, submit shop &awings for approval.. Submit as complete as possible. Identify each item submitted. Inf brination. on shop drawings shall contain all that is necessary to show that, equipment c mplies with specifications and drawings. Show required modifications. One complete Slet of approved shop drawings shall be kept at job site. NOTE: All submittals of electrical materialS or equipment shall be made at the same time contained within one binder and one letter of transmittal. See Architectural front end requirements for s.op drawing procedures. Provide shop drawings for the following: I . Light futures and lamps ... I 16A -3 ' i.l I 1.11 USDA Manufacturing Building -- Naples, Florida heeley AreWt M, Inc. Project Number 0555 2. Switchgear and panelboards / loadcen 3. Electrical devices (switches, receptacles cover plates) 4. Any and all_ Electronics including TVSS 5. Wire& cable 6. Conduit & fittings 7. All associated systems equipment 8. All devices (Surge Protection devices) Corrections or comments made on shop dra ings during review do not relieve contractor from compliance with requirements of dra ings and specifications. This cheep is only for review of general conformance Sri design concept of project, and general compliance with information given in con ct documents. All materials and equipment furnished under this contract shall bear the label of approval of the Underwriters Laboratory, Inc. (UL). CLEANING AND ADJUSTMENTS Upon completion of work, each sub -contr for shall clean, oil, and grease faun motors, and other running equipment and apparatus hich he installs, and shall make certain such apparatus and mechanisms are in proper working order and ready for test. 1.12 INSTRUCTIONS Each sub - contractor shall furnish (3) complete sets of 'operations and maintenance instructions applying to each piece of a uiprnent installed in conjunction with this contract. 1.13 GUARANTEE AND SERVICE In addition to guarantee of equipment b manufacturer of each piece of equipment specified herein, each, sub - contractor shall so guarantee such equipment and make good any defect of material or workmanship occumng . during a - period of (1) year from final acceptance test, without expense to Owner. Each Subcontractor shall service systems for (1) year from final acceptance. Such service will include lubrication, necessary adjustment, and/or replacement of defective equipment and materials furnished. I ndescent light bulb (incandescent only) replacement guarantee shall be limited to o days, H.I.D. and fluorescent lamps at 180 days after final acceptance. 16A -4 USDA Manufacturing Building -- Maples, Florida sheeiey Architects, Inc. Project Number 0855 1.14 CODES AND INSPECTIONS Work shall comply with: 1. National Electric Code (2008 edition) 2. o . . H.A. Standards 3. State of Florida ADA Handicap Reqt: 4. 2007 State of Florida Building Code including the 2009 amendments. 5. Other Standards so adopted by the Flo 'da Building Code. 1.15 SCOPE Furnish labor, materials, and equipment r and installation. 1.16 STORAGE of MATERIALS necessary for a complete and workable system Prior to and during installation, store materials to protect them from injury or deterioration. Material shall not be store in contact with ground or floor. If suitable storage areas are not available at -job site. provide temporary construction or store material off -site in suitable warehouses. not remove manufacturer's packing materials until ready to install. 1.17 ACCEPTANCE INSPECTION Contractor sha.l.l . read applicable sections of these specifications, and prepare and assemble required test reports, maintenance manuals, certificates, guarantees and letters of instruction.. Contractor's representativeS, representative responsible for work under Division 16 shall be present at time of acceptance inspections, and shall furnish required mechanics, toots, and ladders to assist in inspection. Prior to requesting final inspection, the s Kontractor shall clean, and where required, paint electrical equipment installed. Exposed conduits, exposed outlet boxes, surface panel cabinets, etc. shall be finished to m ch walls or ceilings. ,. Cabinets, 'panels, panel covers, scratched or otherwise damaged hall be painted with factory supplied color - matched paint. Interiors of panelboards, itchboards and cabinets shall be vacuumed, free of dust and debris. List of items to be corrected as a result of cceptance inspection will be finished to the Architect for transmittal to the General Co actor. I6A -5 Notify Architect in-writing of items appeari� the sub - contractor. when ready, request in on the rej ection list remain uncorrected, completion shall be paid by Contractor to Engineer. 1.1 8 ELECTRICAL SERVICE Electrical service and feeders shall be as i applicable Utility Company representative start of project. Coordination shall occur 1 Architect and Engineer immediately of any to the owner or other change of scope; increases will be accepted 1.19 EQUIPMENT CONNECTIONS CTSDA I- anufacturing Building — Naples, Florida Sheeley ArehitwM- Inc. P eject Number 0855 on list for correction which are disputed by iting a re- inspection of work. Should items �ditional inspections required to ascertain ic Engineer at current billing rates of the heated. Consultation and coordination with s a sub - contractor job requirement prior to ithin 7-days of sub- contract award. Advise -,hanger which will cause an increase of cost iithout notification within 7 days, no cost Provide electrical power and control syst ims to indicated equipment. Included are wiring, raceways, disconnects, and other devices. Motor starters for mechanical equipment, -if not an integral part of the e iprnent, are the direct responsibility -of the electrical sub - contractor to provide, install, and connect as directed by the mechanical sub - contractor. Starter heater sizes, etc. sh 1 be coordinated with the actual equipment - installed. Circuit brewer combination type MA. 1 starters with -1 20 volt control shall normally be the requirement. Control wm' i g shown on mechanical drawings shall be provided under this section. Maintain (1) s t of approved equipment shop drawings and control system wiring diagrams on the jo Provide rough -in power and control in accordance with this set. t. Rough -in locations, type of connection (s aight blade or twist -loch receptacle, wall junction box with flex conduit to unit, or unit mounted J -box etc.), arnpacity of the connections, single or -phase circuits re uired are end responsibility of Electrical Contractor. This applies to such equipment s: water coolers water heaters, pumps, A/C condensing units, AI air handlers, vent exhaust Fans, heat strips and unit heaters, and other equipment. Final information must be obtained from the actual "to be installed" equipment drawings; do not ordei branch circuit breakers until the equipment shop drawings have been reviewed. 1.20 CONTINUITY OF SERVICE A. Uninterrupted use of existing facility required for the installation of equipmen shall be applicable to all electrical syster power, lighting, fire alarm, telecommuni must be continued during the entire time and work required under this contract* This S involved in this contract and shall include: ations, television, etc.. E. Contractor shall perform all work so a to maintain the lowest possible amount of lervices "down time." Connections to existing or equipment, change . of service, or 16A -6 USDA Manufacturing Building -- Maples, Florida Sheeley Architects, Inc. Project Number 0$55 any other work that will require periods of "down thee," shall be scheduled and performed after hours so as to preven "coon time." C. If after -hour work is not acceptable to client/owner, contractor may opt to schedule "down thne" with the owner. This "d wn thee}' shall be schedule a minimum of 48 hours in advance of the proposed interru con. 1.21 COORDINATION A. It shall be the responsibility of the electrical contractor to coordinate the installation details of all electrically operated equipment and devices. This shall include all light fixtures and other devices ,within structures, on exterior of structures, or on site. E. Contractor is encouraged to reach u equipment (along with other trades) in areas expected to be "tight" prior to actuat installation to judge fit and male adjustments accordingly. C. The electrical contractor shall perio ically inspect the installations of other trades (RVAC, plumbing, fire protection, et . and notify the General Contractor, Architect, and Engineer of any conflicts with ele trical' systems. D. Any courses of action taken to ace n niodate conflicts after -the -fact shall not be considered as "extra services" and will not he subject to additional billings as such. END of SECTION 16A -7 USDA Manufacturing Building —Naples, Florida Sheeley Architeac Inc. Project Number 0855 SECTION 16B TEMPORARY POWER & LIGI3TING PART I - ENERL 1.1 SCOPE A. The Electrical Contractor shall b.e re ponsible for the permitting, provision, and installation of temporary construction power equipment and the maintenance of temporary power, R. Arrangements shall be made with the U lity Company for source location for power to be used by all trades during the period of onstruction. C. The location of the service and distribute n point for temporary power will be designated by the General Contractor. D. Poorer costs during construction and testing will be pail by the General Contractor. 1.2 SERVICE CAPACITY A. Minimum size of electrical temporary se ice. shall be Zoo amps at 120/240 volt, single phase. . 1.3 DISTRIBUTION A. A single point of distribution shall be pro p p ided with each trade power us- responsible for site distributio'n for their -own needs wi the exception of lighting. Current O. .H.A.., A.D.A., and 1.E.: code rules shall govex n installation and equipment. 1-A TEMPORARY LIGHTING A. Lighting will be required in all spaces at minimum level of 30 foot candles measured at floor level. At a minimum, there shall a one lamp per space at all times. Electrical Contractor shall be responsible for mainteriance of temporary lighting. END OF TIO I 16B - I 2. Penetrations through roofs shall be made using approved pitch pockets with construction details conforming to roafim construction. 3. Conduits in slabs other than slab -on grade shall be installed as close to middle of slabs as practical without disturbing reinforcement. Parallel runs of conduit shall not be spaced closer than 3 diameters on centers except at cabinet and outx t box locations. Raceways crossing expansion joints in concrete slabs shall be installed with expansion fittings. 4. Where rigid conduit is installed into a cabinet, box. or gutter, use insulating throat bushing T E series 222, O-Z type A or RA CO series 1402: Us T & B series 141 lacy -nuts -to secure conduit to enclosure: Grounding bushing shall be O-Z type EL. Expansion/deflection fittings shall be O -Z type DX. 16C » I USDA Manufacturing Building —Naples, Florida Keeley Axchitects, 1nc. Project lumber 4555 SECTION 6 RACEWAY BOXES PART 1 GENERAL 1.1 RACEWAYS A. Raceway locations shown are diagrammatic. s are to be governed by structural conditions. Install raceways concealed unless specifi ally noted. Cap conduits immediately after installation to prevent entrance of foreign matte . Run concealed raceways with minimum bends in shortest practical distance. Bends and off' - sets shall be of code radius. 360 degrees. total accumulation of bends in a single run is the maximum allowed. Run exposed conduit parallel and perpendicular to surface or exposed stru'aural members. Follow surface contours as much as practical to provide a neat appearance. B. Raceways embedded in earth or concrete, expose to weather, or installed in damp or wet locations shall be Schedule 40 PVC, if subject to physical damage, Schedule 80 PVC shall be used. 1.2 CONDUITS 'atland, A.' Use conduit manufactured by Pittsburgh Stan dar Youngstown, Republic, he Allied Tube, International Tube, Triangle or PWC. Exposed conduits in dasnp or wet locations and where exposed to weather shall be installed with off -set brackets or supports to maintain a clearance of at least I" to finished surface. Where permitted by T.E. ., Schedule 40 or 80 PVC conduit shall be used as shown on the drawings or required by .E.,., X , For slab -on grade construction, rigid conduit shall be installed below fluor slab under curing or damp proofing membranes. Sub - contractor performing work under this section of specifications shall be responsible for maintaining int grity of damp- proofing membranes penetrated by raceways or boxes. All conduits in con rete or earth shall be PVC schedule 40. 2. Penetrations through roofs shall be made using approved pitch pockets with construction details conforming to roafim construction. 3. Conduits in slabs other than slab -on grade shall be installed as close to middle of slabs as practical without disturbing reinforcement. Parallel runs of conduit shall not be spaced closer than 3 diameters on centers except at cabinet and outx t box locations. Raceways crossing expansion joints in concrete slabs shall be installed with expansion fittings. 4. Where rigid conduit is installed into a cabinet, box. or gutter, use insulating throat bushing T E series 222, O-Z type A or RA CO series 1402: Us T & B series 141 lacy -nuts -to secure conduit to enclosure: Grounding bushing shall be O-Z type EL. Expansion/deflection fittings shall be O -Z type DX. 16C » I USDA ManufacWring Building — Naples, Florida Shee]ey Architects, Inc. Project Dumber 0855 B. Electrical metallic tubing MT) shall be galy ized tubing. Use of MT larger than 4" not permitted. Igo not install EMT in concrete and oth r oleos where rigid conduit is specified. All EMT box connectors shall be insulated throat type. Fittings shall be compression type. C. Connect motors and equipment sub j ect to vi All other flexible conduit may be Greenfield or except fixture tails. ion with liquid tight flexible steel conduits. rdard. All flex shall have separate bond wire D. R.acewvays for telephone, television, commun .ic ,Lions, alarm, control, and signal systems shall meet preceding specifications. E. No aluminum EMT or rigid type conduit is pe itted. 3!8" aluminum Greenfield. for fixture "pigtails" and 1" aluminum Greenfield for sna11 otor connections is acceptable. F. Penetrations of all fire rated walls and ceiling- the approved and listed either U.L. assemblies, 3 -1 penetration methods will be approved if acceptabl G. All wiring shall be in conduit unless noted or H. It is to be noted that all raceways within the El no PVC allowed. 1.3 JUNCTION HODS A. Provide junction boxes in quantities, locations, All interior boxes shall be of galvanized steel cons construction as box. 1.4 ELECTRICAL BOXES AND FITTINGS A. outlet boxes -hall be one -piece or projection v sizes required. Sectional boxes will not be accept<# standard shall be provided in accordance with the of wires. Outlet boxes required for communicatio: shall be installed under this section. Verify outlet electrical power from shop and manufacturer's dra requirements. B. Boxes for ,wall and ceiling outlets shall finish f Wall outlets in exposed concrete block, masonry w square corner boxes or with standard boxes and sqi offsets are not required. outlet boxes for light fix studs. No outlets shall be installed back -to -back xin oor assemblies must be in strict accord with Company, or I.J.S. Gypsum details, alternate to the Code Authority having Jurisdiction. n otherwise. r machine room shall be in metal conduit, id sizes as required by installation or code. ction. Provide cover plates of same :Ided galvanized stamped steel for ganged ale. Where necessary, boxes larger than ationa.l Electrical Code to prevent crowding systems and mechanical control devices :)x size required for systems other than 'ings. Install outlets in accordance with those ash and straight at edge of finished surface. d tale galls shall be installed with extra -deep are cornered the wall covers, so that conduit are mounting shall be equipped-with fixture any wall. 1s -2 C. Cutlet boxes for switches shall be 4" from do cabinets, or mirrors shall be correlated by Contra splash back as noted on drawings. See architectu D. Fire rated walls and ceilings may require spe( confornY to U.L. penetration details and requirem (square inches) alloyed in gross area or between may also be required. _ USIA Manufacturing Building — Naples, Florida heeley Architects, Inc. Project Number 0555 )r jainb. outlet occurring above counters, ,tor so that outlet clears trim or is located in al interior elevations for locations. consideration and hardware in order to such as the size of allowable openings tical studs in walls. Fire rated enclosures END OF SECTION i6C y 3 I r DIVISION 16B PART I -GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the , ( Conditions and Di -vision 1 Specification S USDA Manufactwing Building --- Maples, Florida Sheeler Architects, Inc. Project Dumber 4855 ,ontract, including General and Supplementary actions, apply to this Section. 1.02 SUAEMLARY: This. Section includes various types of receptacles, connectors, switches, and finish plates. 1.03 SUBMITTALS: Submit the. following according to the Conditions ' of the Contract and Division 1 Specification Sections-, A. Product data for each product spec fed. B. operation, and maintenance data for materials and products specified in this Section to include in the "open ding and Maintenance - Manual " specified in Division 1. 1.04 QUALITY ASSURANCE: A. Comply with the applicable editi n of NFPA 70 "National Electrical Code" for devices and installation. B. Listing and Labeling Provide ;itions oducts that . are listed and labeled for their applications and installation ca and for the environments in which installed. C. The Ternns "Listed" and "Labeled" As defined in the "rational Electrical ode," Article 100. Listing and Lab*!L) Agency Qualifications: A 'rNationally Recognized Vesting Laboratory" as defined in OSHA Regulation 1910.7. 1.05 COORDINATION: A. Wiring Devices for Owner Fumished Equipment: latch devices to plug connectors for owner - furnished eduipment. B. Cord and Plug Sets: Match cord d plug sets to equipment requirements. PART 2 — PRODUCTS 2.01 MANUFACTURERS: Manufacturers: Subject to compliance Sri h requirements, provide products by one of the following, equal to the catalogue numbers pecified in the drawings: Wiring Devices: Arrow Hart Div., Cooper Industries. Leviton Hubbell Inc. Foss & SeymourlLeVand. 16D-1 2.02 WIRINGDEVICES: A. Supply devices as specified on th€ Standard WD 19 "General Purpose B. Enclosures:- NENU I equivalent, e C. Color: Ivory except as otherwise indi D. Receptacles, Straight - Blade and Loy comply with Federal Specification Standard 498, "Electrical Attachme labeling of devices to verify these co E. receptacles, Straight - Blade, Spec requirements specified above for str indicated, and with the following ads F. Ground -Fault Circuit Interrupter (GF Fault Circuit Interrupters," feed -thro- receptacle - arranged to protect cony circuit. Design units for installation G. Snap Switches: Quiet -type a.c. s, labeled as complying with UL Star with Federal Specification w -S -896 H. Nall Plates: Single and combin corresponding wiring devices. Featu I . Plate-Securing Screws: Meta 2. Material; Smooth white. ply "Decors ". - PART 3 - EXECUTION 3.01 USDA ManufacWring Building — Naples, Florida Sheeler Architects, Inc. Project Number 0855 DIVISION 16D VVIR-fNG DEVICES drawings and m compliance with NEN1A Tiring Devices." ,ept as otherwise indicated. sated or required by Code. ,king Type: Except as otherwise indicated, i w -C -S 96 and heavy-duty grade of ILL it Plugs and Receptacles." provide 1TL ,npliance's. ial Features: Comply with the basic night- blade receptacles of the class. and type itional requirements. Cl) Receptacles: ILL Standard 943, "Ground igh type, with integral 1 IE11IA -20R duplex ected downstream- receptacles on the same n a 'f2" deep outlet box without an adapter. witches, 120-277V A.C., 1RTL listed and dard 20 "General Use Snap Switches," and tion types that mate and match. with include the following: with heads colored to match plate finish. Aic similar to Leviton specification guide INSTALLATION: A. Install devices and assemblies plumb and secure. B. Install wall plates when painting is cc replete. . C. Arrangement of Devices; Except as otherwise indicated, mount flush, with long dimension vertical, and grounding to inal of receptacles on top. Group adjacent switches under single, rnultigang wal plates. D. Protect devices and assemblies Burin painting. 3.02 IDENTIFICATION: A. Comply with Division 16 Section "El B. Switches; where 3 or more switcheq. identify each switch with approved le ctrical Identification.." are ganged., and elsewhere where indicated, rend engraved on wall plate. 16D-2 1 USDA Manufachn-ing Budding — Naples, Florida Sheeley Archtects, Inc. Project Number 0$55 DIVISION 16D WUUNG DEVICES 3.03 FOLD QUALITY COMROL: A. Testing: Test ir*ng devices for pr der polarity and ground continuity. Operate each operable device at least 6 times B. Replace damaged or defective components. 3.04 CLEANING: General: Internally dean devices, device outlet boxes, and enclosures. lepla. ce stained or improperly painted gall plates or devices END OF DIVISION 16D -3 USIA Manufacturing Building — Naples, Florida Sheeley Architects, Inc. Project Number 0855 SECTION 16E IDENTIFICATION FOR ELECTRICAL SYSTEMS PART I - GENERAL I.I GENERAL A. Comply with NFPA 70, ANSI 13.1, and ANSI C2. E. Coordinate. all identification and labeling ith other trades. for proper equipment names. PAR'S' 2 — PRODUCTS 2.1 RACEWAYS A. Labeling shall be black letters on orange t type. B. Self - adhesive labeling shall be preprinted by i flexible and laminated with a clear, all - weather, c taped with matching tape to protect label edges. 2.2 POWER & CONTROL CABLING A. Self-adhesive labeling shall be preprinted by r flexible and laminated -with a clear, all - weather, c] taped with matching; tape to protect label edges. 2.3 CONDUCTORS and and indicate voltage and system hine. Material shall be permanently heal & UV resistant film. Edges shall be line. Material shall be permanently ical & UV resistant film. Edges shall be A. Color ceding tape shall be 3 mil, self adhesive, I to 2 inch wide. B. Self - adhesive labeling shall be preprinted by machine. Material shall be ermanentl p y flexi USDA Manufacturing Building -- Naples, Florida Sheeley Arcit#s, Inc. Project Number 4855 2.5 SIGNAGE A. Engraved, laminated acrylic or melamine pla tic, minimum 1/16 inch thief for signs up to 20 sq. inches and 1/8 inch thick for lamer sizes. Sigis shall be engraved with black letters on white face, prepunched or drilled for mechanical faster ers. PART 3 -- EXECUTION 3.1 GENERAL A. Coordinate the installation of labeling to occtr air the application of surface textures and/or painting of surfaces orequipment which may im air legibility of verbiage. Labeling shall also � g occur prior to the installation of any ceilings or rriers to make equipment generally inaccessible. B. Color tape shall be wrapped around individu l conductors for 6 inches with 1/2 lags, Start and terminate wrap with three passes with no ten ion to prevent unraveling. 3.2 INSTALLATION A. Conduits & Raceways shall be marked and labeled as follows: 1. Accessible conduits, raceways, and boxes shall be factory colored, Colors shall be: a. 120/240 (or 208) Volt Normal Power Yellow b. 1201240 or 208) Volt Emergency Power Fluorescent Red c. 277/480 Volt Normal Power Fluorescent Yellow d. 2771480 Volt Emergency Power Fluorescent Orange e. Isolated Ground orange f. Fire Alarm ed g. Telephone lue h. Security urple i . CATV Black j. Ground Green k. PA. or Sound room 1. Controls ite Optionally, , contractor may spot mark systems w h paint at 5' intervals. faint swatches shall be 6 inches and encircle conduits and raceways and shall cover entire cover plate ofboxes. Contractor shall coordinate exposed conduits in' architecturally finished' spaces. If requested by architect, contractor shall paint conduit to mai ch architectural finish. Contractor shall not spot mark conduit with colors above in this instance. owever, if conduit painting to match architectural finish extends into an open ceiling, onduit shall be marked above "ceiling"' line. 16E -2 2. Gang type junction boxes for installation of their fac eplate s marked as above. Instead, conti USDA Manufaac ing Building -- Naples, Florida sheeley Architect, Inc. Project Number 0855 ..s (receptacles, switches, etc) shall not have shall nark interior of boy.. 3. Contractor shall label all boxes containing power cabling with the panel and circuit of origin of each conductor within the box. Marking shall be made with permanent black marker and stencil with 114" lettering. 4. Faceplates of telephone, security, CATV, PA, and sound devices shall small adhesive type labeling applied at each device indicating device nwnber. Unique numbers shall be given to. each device for ease of identification. B. Cabling shall be narked and labeled as follows: 1. All power cabling shall be identified where it is ccessible in boxes, trou ghs panels, etc. as follows; a. An identification label shall list panel and circuit of origin and ,shall be axed to each individual cable. b. Color coding of cabling on 1201240 volt, Single Phase systems shall be red and black. c. Color coding of cabling on 120/208 Volt, Three Phase systems shall be: 1. Phase "A" Black 2. Phase "B" Red 3 Phase "C" Blue d. Color coding of cabling on 1201240 be; I. Phase "A"' Black 2. Phase "B" orange 3 Phase "" Blue olt, Three Phase Hi -Leg Delta systems shall e. Color coding of cabling on 277/480 Volt, Three Phase systems shall be: 1. Phase "A" Brown 2. Phase "B" Orange. Phase "C" Yellow Wiring of size #10 and smaller shall have factory colored insulation as listed above. Larger sizes may be marked by tape. 2. Low voltage cabling shall have outer jacket coloring to match colors delineated for conduits and boxes of same. system above. C. Conductors shall be marked and labeled as fol ows: 16E -3 ' 1. Power cabling shall have adhesive type wrap 1 origin. Labels shall be affixed at every location 2. Telephone, security, CATV, PA, and sound c applied indicating terminating device number. L cable can be accessed. D. Equipment shall be marked as follows: USDA Manufacturing Building — Naples, Florida Sheeley Atchitec% Inc. Project Number 0855 applied indicating panel and circuit of cable can be accessed. ling shall have adhesive type wrap labels �ls shall be affixed at every location where 1. All equipment listed.as NEMA 1, or located i ide of building or structure (so long as location is not classified), shall have identif�ca.tio label riveted to enclosure. 2. All equipment listed other than NEMA 1, sha : have stencil type label painted onto enclosure. Lettering shall be 1 inch tali (minimum) and of c trasting color to equipment enclosure. 3. In storage rooms, equipment rooms, .and other rooms that may be used for storage by the Owner, contractor shall paint on floor boundaries f dedicated equipment space. paint shall be a high-traffic, non-slip, epoxy e, yellow in color. Boundary stripes shall be 2 inches in width. The wards "DEDICATED EQUIPMENT SPACE — NO -STORAGE PERNUTTED" shall be painted into boundary with same paint. Lettering all be 2 inches in height and shall be stenciled. Contractor shall not apply this to finisheLd rooms such as offices, break rooms, or other normally occupied spaces finish with architectural type finishes. 4. Panels shall have machine printed panel sche les affixed to inside of door. Schedules shall indicate all circuits (including "SPADES" and "S1. ACES"'), panel designation, origin and size of service feed, voltage, phase, and buss size. END OF SECTION 16E - 4 SECTTON 116F GROUNDING PART 1 -- GENERAL l.1 GROLTNDING A. Provide_ grounding and bonding systems in strict N.E.C. Art. 250. B. Service entrance ground shall consist of a set of 4 M.E.C. Art. 250.50 (a) b) & (c). The primary grounc (1/2") reinforcing steel in the building footer or four approved clamp connection. 'Made" electrodes desc addition to the above where conditions permit. If it i building footer or foundation,- the contractor shall p electrode. Interconnect conduits entering and leavinj grounding bushing and copper wire of the ampacity i to service entrance ground. All electrodes shall be b4 C. All equipment which receives power from the e premises grounding system. with a conductor sized J USDA Manufact ning Building — Naples, Florida Sheeley Architects, Inc. Project Number 4855 BONDING accordance with applicable edition of lectrodes as described and specified in ing electrode is to be 20 feet of number 4 lation with the end turned up above slab for ribed in N.E.C. 250. 52 shall be used in y not possible to connect to steel within the vide at least one concrete encased "Made" service entrance equipment using squired by Art. 4250. provide connection ended together as required by Art. #250. ical service shall be connected to the . Table 250.122. D. All metal interior piping shall be bonded to the el ctrical service equipment enclosure with a conductor sized by 250.66. E. All bonding and grounding shall be with copper utilized. F. The size of the service grounding electrode cond G. Outlet box to device shall be by use of self -gro raceway/box grounded system. where wire type conductors are shall be in accord with 250.66. ing devices or a separate "pigtail" to the H. Upon completion of electrical installation, contra for shall test the resistance to ground from different locations within the electrical system. Testing shall be performed when soil is "dry" or more than 24 hours after rainfall. Resistance shall nor exceed 20 Ohms to ground between earth and the furthest grounded device (taking into consideration of all wiring in circuit). If resistance is greater than 20 Ohms, contractor shall install additional grounding electrodes until resistance is 20 ohms or less. END OF SECTION 16F -1 ri L1 SECTION 16 — HANGERS AND SUPPORTS F PART 1 w GENERAL 1.1 GENERAL USDA Manufacturing Bufld%ng — Naples, Florida Sheeley Architects, Inc. Project Number 0855 R ELECTFJCAL SYSTEMS A. Support raceways securely with conduit straps, all brackets, conduit hangers or ceiling trapeze. Fastenings shall be by sheet metal screws C r screw type nails to wood, by toggle bolts to concrete block, expansion bolts on concrete or brick and beam clamp on steel or bar joists. Raceways shall not be fastened to suspended grid c ' ling supports but must have independent support from the structure. Supporting devices steal be of materials having corrosion protection at least equal to the raceway. Support shall be prow ed as close as practical to, but not exceeding 18 inches from an unsupported box or fr change of direction. In horizontal runs this support may be omitted if box is independently supported and box connection is not .made with chase nipple or threadless box connector. In vertical runs, load produced by Freight of raceway and conductors shall not be ca m-" by race ay terminal but must be carried entirely by conduit supports. B. All supports shall be located according to N.E.C, Article Soo, C. Supports and fasteners shall be galvanized sleet unless specified otherwise. D. For environments exposed to salt such as caasta environments, supports and fasteners shall be stainless steel. END OF SECTION 16G-1 USDA Manufacturing Building — Naples, Florida Shceley Architects, Inc. Project Number 0555 SECTION 16H PANELS ARDS PAIN 1 - ENERAL 1.1 DISTRIBUTION PANELBOARDS FOR FEEDER AND BRANCH CIRCUITS. Note: The terns panelboards and loadcenters are synonymous; see panel schedules to deterrnine construction types. A. All panelboards shall. be dead. - front, safety �pe. B. Circuit. brewer panelboards shall have sequence-phased bus bars and molded case circuit brewers. Provide separate ground and neutral busses. Circuit brewers shall be quick -make, quick-break, trip indicating, each pule shall contai thermal and magnetic trip units. Provide and 3 pole circuit breakers with common trip, wi out relying on handle ties. Submit shop drawings showing cabinet dimensions, circuit bre er electrical ratings and bussing arrangements. C. For flush - mounted pane lbo rd.s/load centers, . stall (4) /4" conduits into ceiling space for future use in addition to conduits required for pre sed circuitry. D. Panelboaards shall be of type indicated or equiv lent as manufactured by Square D., G.E., Cuttler Hammer, or prior approved. equal. Panelb arils with aluminum buss are not acceptable. E. "Wafer" or "Tandem" brewers are net permitted unless specifically called far. F. It is not permitted to flush mount panelboards in fire rated walls. G. All branch distribution equipments shall be of PANELBOARD or LOAD E TE construction, see schedules for determination. H. Single phase Loadcenters of ratings 400 ,Ampe s or less and three phase load centers of 225 Amperes or less shad utilize plug -on circuit breve s. Single phase load centers of boo Amperes or more and three phase load centers of 400 Ampe es or more shall utilize bolt -on circuit brewers. END OF SECTION 16H- i f �l rl J USDA ManufacUr ng Bull — Maples, Florida sheeley Architect, lac. Project Number 0855 SECT14N 16I CONDUCTORS AND CABLES PART 1 - GENERAL 1.1 WIRES AND CABLES A. Conductors shall be copper. Conductor nsulation type shall /IHWN or �1W. All conductor ampacities are to be base upon 75 degree C. insulation - no dawn- sizing permitted of conductor size based upon wie of 90 degree Centigrade rated insulation, B. Branch circuit outlets shall be connected its indicated. C. Continuity of neutrals of multi-wire bran h circuits shall not be made on terminals of any device, but shall be spliced and tap cone cted to device. This will assure no opening of neutral in replacement of device. D. Fixture and branch circuit wiring joints for conductors No. 6 AWG' and smaller in, junction and outlet boxes shall be made with U.L. approved pressure type connectors. Use only Ideal Industries Models 451, 452, or 454 and Scotch -Loch types Y, R, or B. Splices and taps for conductors No. 4 A and larger shall be made using 2 bolt type solder -less connectors made of high co activity bronze castings, taped with at least 3 layers of insulating tape, half-lapped. No spring or wedge type "push -in" connections are permitted. E. All fixture terminations shall be made b means of clamp type connectors using screws or bolts to apply pressure. No spring or 41edge type "push -in" connections are permitted. F. See section 16075 for coloring and rnarki #g of cabling. END OF SECTIOIV 161-1 USDA Manufactiring Building —Naples, Florida Sheeley Architects, Inc. Project Dumber 0555 SECTION bJ LIGHTIN G CONTR L DEVICES PART 1 - GENERAL 1.1 GENERAL A. Contractor shall furnish and install all lighting controls as called for on plans. 1.2 QUALITY ASSURANCE A. All devices shall be listed by Underwriters Laboratory, Inc. UL). E. All installations shall be in accord with NFPA 70. PART 2 — PRODUCTS 2.1 MANUFACTURERS A. Ti SECTI ELECTRICAL USDA Manufacturing Buildup — Naples, Florida Sheeley Architect, Inc. Project Dumber 0555 N 16 MIETERING FART 1 - GENERAL 1.1 GENERAL A.. Contractor shall coordinate installation offall metering devices with local electric utility company for approved metering types. FART 2 — PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements manufacturers offering equipment which may be incorporated in the work are Square D. G.E., Cuttler Hammer, or preapproved equal. 2.2 GENERAL A. Equipment shall have sufficient capacity I o withstand. a symmetrical fault of a. size listed on Flans or as provided by local electric ulility company. E. Provide blank metalli USDA Manufacturing Building — Naples, Florida Sheeley Architectsa Inc. Project Number 0855 SECTION 1L TRANSIENT - VOLTAGE SUPPRESSIOlwi PART I - GENERAL 1.1 WORK INCLUDED A. The work required under this section shall inclu a all materials, labor and auxiliaries required to furnish and install complete surge suppression fo r the protection of building electrical and electronics systems from the effects of line induced transient voltage surge and lightning discharge as indicated on drawings or specified in is section. B. Related work. specified elsewhere; 1. Section 16A Common Work Results for Electfical 2. Section 16F — Grounding and Bonding 1.2 QUALITY ASSURANCE A. All surge protective devices shall be manufactumd by a company normally engaged in the design, development, and manufacture of such devices for electrical and electronics systems equipment. B. The surge protective devices manufacturer shall offer technical assistance through support by a factory representative and local stocking distribut r. C. Submittals; Surge protective device submittal shall include: 1. Schematic data on each suppressor type fndicati�g component types. 2. Dimensioned drawing of each suppressor type. 3. 1 lanufactur&s performance data on each suppre 3sor type. D. Equipment Certification: Items shall be listed by Underwriters' laboratories, shall hear the UL seal and be marled in accordance with reference standard, E. Surge protective devices shall he installed and located in accordance with requirements of all applicable National Fire Protection Association (NFIIA) Codes. 1.3 WARRANTY A. All surge protective devices shall be warranted to be free from defects in materials and workmanship under normal use in accordance with die instructions prodded for a period of five years. 16L - x USDA Manufacturing Building — Naples, Florida heeley Architects, Inc. Project Number 0855 Any surge protective devices which shows evide te e of failure or incorrect operation during the wan -ant period shall be repaired or replaced b manufacturer and installer. 1.4 CODES AND STANDARDS A. The following standards and publications are ferenced in various parts of this specification and shall apply: 1. UL 1449 — Standard for Surge Protec ve Devices 2. UL 1363 - Standard for Relocatable Power Taps - 2007 3. UL 1 - Standard for Safety for E1 tronxagnetie Interference Filters - 1998 3. Al S EEE C62.41-1980 (IEEE 5 S'7) - Quid for Surge Voltages in Low - voltage AC Power Circuits. 4.' ANSI/IEEE 062.33 -1 982 - Standard Test Sp cifications for Varistor Surge Protection Devices. 5. AN- SI/IEEE 062.45 -1 987 - IEEE Guide for S Voltage AC Power Circuits. 1.5 REQUIRED SUPPRESSORS A. Provide surge protective devices for the equir Testing for Equipment Connected to Low- described herein: 1. Main service entrance equipment, provide 2 cT3 (as applicable) pole 30 Amp overcurrent protection for the device. 2. Downstream panelboardls as indicated on the drawings, provide 2 or 3 (as applicable) pole 30 Amp circuit breakers ahead of the device. 3. other loads as required by glans. B. Surge protective devices shall be installed at a first switchboard, service disconnect, or panelboard, etc., the service conductors encounter as they enter the building. C. Surge protective devices, if not plug -on type sphall be close nipgled to the device being protected in a position which will minimize lead en th between suppressor and the buses or control breaker to which the suppressor connects Suppressor leads shall not extend beyond the suppressor manufacturer's recommended maxim m lead length without specific approval of the Engineer. D. Surge protective devices shall be designed foi,7 the specific type and voltage of electrical 1L -2 11 USDA Manufacturing Building -- Naples, Florida Sheeley Architects, Inc. Project N -amber 0855 service and shall provide clamping action for line to neutral and line to ground. E. Surge protective devices shall be of a modular h brill design unless specified otherwise. F. Surge protective devices shall be designed to wi stand a ma hnum. continuous operating voltage of not less than 115% of n'omm* al R S line oltage. G. Surge protective devices shall contain internal safety fusing which is designed to disconnect the suppressor from the electrical source if the supp essor fails. H. Surge protective devices shall be failsafe, shall ave repeated surge capability, shall be solid state, shall be self - restoring, and shall be fully auto atic. 1. Surge protective devices shall contain a visual i dication at the suppressor to verify that either the suppressor has failed or that the suppressor is operational and functional. J. Surge protective devices shall be UL 1 449 listed and shall be approved for the location in which they are installed. Surge protective devices shall have axe op'erat'ing temperature range of -40 degrees 'to +85 degrees C. L. Surge protective devices for flush mounted pane alongside the panelboard. PART 2 ^ PRODUCTS 2.1 MANUFACTURERS A. Surge protective devices shall be by: Current Tee International, or preapproved equal. B. See plans for location and required protection lei PART 3 - EXECUTION 3.1 INSTALLATION of SUPPRESSORS .boards shall be within or Mush mounted Is. logy, Atlantic Scientific, LEA A. Surge protective devices shall be installed as clos as practical to the electric panel or electronic equipment to be protected, consistent with available space. Similarly, the branch circuit breaker shall be located as close to the surge p tective device as possible. E. Surge protective devices shall be installed in a net manner. Lead dress shall be as short and as straight as possible and be consistent with recommended industry practices for the system on which these devices are installed. 16L - 3 USDA Manufacturing Building — Naples, Florida heeley Architect% Inc. Project lumber 0555 C. Supplementary grounding and bonding connections required between the bondi g bus or ground and other iocations as indicated herein shaIl be accomplished using #6 AWG core copper conductor and approved connections unless othervii'se, noted. referenced to a common earth ground. END OF SECTION 16L -- 4 SECTION 1611 ENCLOSED SWITC PART 1 - GENERAL 1.1 GENERAL USDA Manufachning Building — Naples, Florida Sheeley Architects, Inc. Project Number 0855 CIRCUIT BREAKERS ER A. Pull -out type disconnect switches are not acceptable for any installation. B. Furnish and provide enclosures rated for environments in which they are to be installed. PART 2 — PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, man incorporated in the work are Square D., G.E., Cutt 2.2 MOLDED CASE CIRCUIT BREAKERS cturers offering equipment which may be Hammer, or preapproved equal. A. Thermal- Magnetic Circuit Breakers shall have and inverse tune- current element for low -level overloads and an instantaneous magnetic trip elem nt for short circuits. Adjustable magnetic trip settings shall be provided for circuit - breaker frame sues 25 o A and larger. B . Lugs shall be provided that are large enough to accommodate all of the conductors as called for on plans. They shall be of adequate capacity to accommodate hi- press /swaged fittings for any aluminum conductors. C. accessories as required by plans: 1. Ground -fault protection shall comply with UL 1053. The trip mechanism shall be integrally mounted, self - powered with mechanical ground-fault indicator. Provide a relay with adjustable pickup and time-delay' settings, push -to -test feature internal memory, and shunt trip unit; and three - phase, zero- sequence current transforrnerlsen or. 2. Shunt trip coil energized from separate circuit, oV AC coil voltage, with clear .g contact. 2.3 FUSED SWITCHES A, General duty, single throw, 240-V ac, 800 A ani I smaller switches shall be horsepower rated, with cartridge Fuse interiors to accommodate indica d fuses, lockable handle with capability to accept at least one padlock, and interlocked with co er in closed position. 1M w 1 11 11 11 11 11 USDA Manufacturing Building -R Naples, Florida Sheeley Architects, Inc. Project Number 0555 13, Heavy duty, single throw, 00- ac, 1200 d smaller switches shall be horsepower rated, with clips or bolt pads to accommodate indicated - ses, lockable handle with capability to accept at least one padlock, and interlocked with cover i closed position. C. Lugs shall be provided that are lame enough to accommodate all of the conductors as called for on plans. They shall be of adequate capacity to accommodate hi-press/swaged fittings fur any aluminum conductors. D. Accessories as required by plans: 1. Equipment ground lit shall be internally ground conductors. 2. Neutral kit shall be internally mounted and i labeled for capper and aluminum neutral condu4 3. Class R fuse lit to provide rejection of other fi 4. Service -gated switches shall be labeled for use 2.4 NONFU IBLE SWITCHES and labeled for copper and aluminum elated, capable of being grounded and bonded; rs. types when Class R fuses are specified. as service equipment. A. General duty, single throw, 30 to 60 A shall b4, molded case type disconnect switches. B. General duty, single throw, 100 to 600 A shall be, horsepower rated, lockable handle with capability to accept at least one padlock, and inter ocked with cover in closed position. C. Heavy duty, single throw, boo -v ac, 1200 A a d smaller shall be horsepower rated, lockable handle with capability to accept at least one paadlo k, and interlocked with cover in closed position. D. Lugs shall be provided that are large enough t accommodate. all of the conductors as called for on plans. They shall be of adequate capacity t accommodate hi-press/swaged fittings for any aluminum conductors. E. Accessories as required by plans: 1. Equipment ground kit shall be internally mot ground conductors. 2. Neutral kit shall be internally mounted; insul labeled for copper and aluminum neutral conduc and labeled for copper and aluminum d, capable of being grounded and bonded; S. END of SECTION 16M - 2 SECTION Low - VOLTAGE PAIN 1 - rENE AL 1.1 GENERAL A. This section includes dry -type transformers 1 000 OVA. 1.2 QUALITY ASSURANCE A. All transformers shall be listed and labcle( acceptable to authorities having jurisdiction PART 2 — PRODUCTS 2.1 MANUFACTURERS 0W USDA, Manufacturing Building — Maples, Florida Sheeley AFchi#e, Inc. Project Number 0855 16N FORMERS rated 600 v and less, with capacities up to defined in NFPA 70, by a testing agency d marked for intended use. A. Subject to compliance with requirements manufacturers offering equipment which may be incorporated in the work are Square D., E., Cuttler Hamner, or preapproved, equal. DISTRIBUTION TRANSFORMERS A. Insulation shall be lass I3 220 deg C, with a maxffnum. of 150 deg C rise above 40 deg C ambient temperature. B. windings shall be made of continuous Copper wire. C. Transformers rated 3 kVA and smaller shall have a tap at 5% above normal full capacity. D. Transformers rated from 3 kVA to 15 kVA s all have one tap at 5% above and one tap at 5% below normal full capacity. E., Transformers rated 25 kVA and larger shall have two taps at 2.5% above and two talcs at 2.5% below normal full capacity. F. Transformer enclosures shall be NENIA rated per plans and environment. They shall be ventilated with louvers or mesh screens, PART 3 — EXECUTION 3.1 INSTALLATION MUM A. Transformers shall be installed with openings and obstructions. Working cle USDA l mfacturing Building — Naples, Florida heeley ArchiteM Inc. Project Number 0855 rtinimurn of " clearance between ventilation rances shall be maintained per NEC. B. Vibration isolators shall be installed be e m on all transformers and structure. Installation shall provide that load of transformer sh I be spread evenly amongst all isolators. C. Wiring connections to transformers steal be made using flexible metal conduit, sized as appropriate for conductors or equal to ri d conduit size on plans (whichever is eater . D. Wall lung transformers shall be mounte using factory provided brackets. They shall be hung plumb and level with structure. 3.2 INSPECTION A. Voltage of transformer secondary shall be measured and adjusted to be equal to nominal voltage rating of secondary taps. At no case shall voltage at transformer secondary be less than % rated secondary voltage. END of iECTION 16N -2 SECTION INTERIOR LI . PART I - GENERAL 1.1 E1ERA.L USDA Manufacturing wilding —Naples, Florida Sheeley Architects, Inc. Project Dumber 0$55 160 iG TURES A. Pies have been designated in accordance wi fixture schedule located on the drawings. If any fixture is not clearly identified, Contractor sh 1 request clarification from the Engineer. B. Contractor shall supply replacement lamps as fo lows: I . Linear fluorescent: One lamp per every o fixture lamps. 2. Compact fluorescent: One complete set f replacement lamps. 3. Incandescent lamps: One complete set o replacement lamps. 4. HID lamps: One complete set of replace ent, lamps. 1.2 QUALITY ASSURANCE A. Provide and install, in satisfactory operating; condition, lighting fixtures (including lamps and auxiliaries) as indicated or required for a complete d operable lighting system. B. All light fixtures shall be listed be Underwriters �aboratories, Inc (CJ4 C. Contractor shall submit full shop drawings of all light fixtures proposed. Shop drawings shall include future manufacturer cut sheets with all options clearly indicated, photometric plot, efficiency, light fixture sectional views, lamp types, allast types, etc.. D. Light futures shall be evaluated for equality based upon features such as construction, materials, lensing, larnping, ballast, color, finish, performance, etc.. If prior approval has not been granted, in writing, for substitution of a light fixture, and in the opinion of the Engineer or Architect, a fixture sloes not meet the requirements of the design said fixture shall be replaced with an acceptable future at no additional cost to thp owner. E. Upon request, contractor shall furnish full size, to Engineer and/or Architect. PARS' 2 — PRODUCTS 2.1 LIGHTING FIXTURES ly operational samples of any light future A. Light fixtures shall be as specified on Electrical or Architectural plans. Contractor shall issue the entire light fixture schedule (part numbers and description) to lighting supplier for take -offs. In addition, a full size print of the lighting plan shall also be furnished. If any conflicts or discrepancies are located, contractor shall irnmediate y notify the Engineer and Architect and get written clarification. 160-1 I I USDA Manufacturing Building — Naples, Florida Sheeley Architects, Inc. Project Number 0855 B. Fluorescent fixtures shall be provided with approved spacers where mounted on combustible ceilings, or be approved for such installation. C. Fluorescent fixtures shall have ELEC ballasts bearing stamp of approval of both ETL- BM, and Underwriters Laboratories, Inc. igtail mounted fuses shall be provided and installed with even ballast including mercury, tat halide, and H.P.S. types. PL, "folded ", or compact fluorescent lamp ballasts are excepted. ft., 3 ft., and 4 ft. lamps shall be T8 unless noted otherwise. All fluorescent lamps shall be f the same color temperature and rendering index, these shall be 3500 K and % unless noted otherwise on Architectural or Electrical plans. D. All lamp sockets shall have silver - plated contacts E. Adjustable lighting fixtures intended to produce a desired lighting effect shall be so adjusted in full cooperation with Architect. In event such adjustment need be made at night, Contractor shall make arrangements necessary to accornplis desired result without extra charge for overtime. F. Recessed lighting fixtures installed in contact with insulation shall be AI= type. G. Provide all required rings, trims, hangers, clips, etc. for a complete i SECTION 16P EXTERIOR LIG PART I - GENERAL I , I GENERAL USDA Manufacturing Building -- Naples, Florida Sheeley Architect, Inc. Project Number 0855 F'TURE A. Fixtures have been designated in accordance with. fixture schedule located on the drawings. If any fixture is not clearly identified, Contractor shall request clarification from the Engineer. B. Contractor shall supply replacement lamps as fo lows: 1. Linear fluorescent: one lamp per every two future lamps. . Compact fluorescent: One complete set of r placement lamps. . Incandescent lamps: one complete set of re lacernent lamps. 4. HID lamps: One complete. set of repla,ceme t lamps. 1.2 QUALITY ASSURANCE A. Provide and install, in, satisfactory. operating can lition, lighting fixtures (including lamps and auxiliaries) as indicated or required for a complete d operable lighting system. B. All light fixtures shall be listed be Underwriters laboratories, Inc L. C. Contractor shall submit full shop drawings of all light fixtures proposed. Shop drawings shall include fixture manufacturer cut sheets with all options clearly indicated, photometric plat, efficiency, light fixture sectional views, lamp types, P.allast types, etc.. D. Light fixtures shall be evaluated for equality bas d upon features such as construction, materials, lensing, larnping, ballast, color, finish, pe or a.nce, etc.. If prior approval has not been granted, in writing, for substitution of a light fixture, anti in the opinion of the Engineer or Architect, a future does not meet the requirements of the design said fixture shall be replaced with an acceptable future at no additional cost to the owner. E. Upon request, contractor shall furnish full size, fully operational samples of any light fixture to Engineer and/or Architect. F. Submit photometric plan of site with all exterior light futures for review. FART 2 — PRODUCTS 2.1 LIGHTING FIXTURES A. Light fixtures shall be as specified on Electrical cr Architectural plans. Contractor shall issue the entire light future schedule (part numbers and description) to lighting supplier for take-offs. In addition, a full size print of the lighting plan shall Iso be furnished.. If any conflicts or discrepancies are located, contractor shall immediately notify the Engineer and Architect and get 16P - 1 r J f f f� I . I i I I I USDA Manufactuffig Building — Maples, Florida Sheeley Architects, Inc. Pro ect Number 0555 written clarification. B. Fluorescent fixtures shall be provided with approved spacers where mounted on combustible ceilings, or be approved for such installation. C. Fluorescent fixtures shall have ELE TRONI ballasts bearing stamp of approval of both ETL- BM, and Underwriters Laboratories, Inc. 'M igtail mounted fuses shall be provided and installed with every ballast including mercury, 1 halide, arid. H.P.S. types. PL, "folded7, or compact fluorescent lamp ballasts are excepted.. ., 3 ft., and 4 ft. lamps shall be T8 unless noted otherwise. All fluorescent lamps shall be o the same color temperature and rendering index, these shall .be 3500 K and % unless mote otherwise on Architectural or Electrical plans. D. All lamp sockets shall. have silver- plated contacts E. Adjustable lighting fixtures intended to prod u e a desired lighting effect shall be so adjusted in full cooperation with Architect. In event such ustm.ent need be made at night, Contractor shall make arrangements necessary to accomplish esired result without extra charge for overtime. F. Recessed lighting futures installed in contact ith insulation shall be AI= type. G. Provi USDA Manufacturing Building — Naples, Florida Sheetey Architects, Inc. Project lumber 0555 SEGTIO 16Q CONIlYIUNIC TIONS PART I - GENERAL 1.1 TELEPHONE & DATA CONMUNICATION A. Work under this section includes; 1. Conduit'stubs for. future tenant infill and tonne ons, 2. Install pull string into all empty conduits. B. This contractor shall provide a suitable raceway of PVC from the site telephone terminal to the building telephone terminal board as shown on the drawings. A 3/4" thick plywood board painted gray with fire retardant paint shall be installed for terminal equipment by ,others. verify board 'size. Service conduit shall be " F minimum., one (1) required if not noted otherwise., C. The local telephone company shall be contacted after contract award and at start of construction for designation of the service point on a property line. D. Contractor to provide grounding terminal and ground conductor bonded to main electrical service ground per NFPA 70. E. If cabling is not installed, provide pull wire in all empty conduit. F. Install telephone service conduitts from prope line in 2" PVC conduit or as indicated to designated terminal area. Coordinate with Telephonk.%. Company for service paint. J. Coordinate with section 16E for identification d markings requirements of telephone and data conduits and cabling. 1.2 TELEV ION o CATION A. Work under this section includes: 1. Conduit stuns for future tenant infill and connec ions. 2. Install pull string into conduit. B. This contractor shall provide a -suitable raceway Of PVC from the site television terminal to the building telephone tennina,l board area as shown on the drawings. A 314' thick plywood board painted with fire retardant gray; shall be instal ed for terminal equipment by others, unless noted otherwise the board shall be 24f # wide by 48" 4igh. 16Q - I USDA Manufactning Building — Maples, FloTida Sheeley Archkect% lue. Project lumber 0855 Service conduits shall be 2" PVC, one 1) required lif not noted otherwise, D. Install television (CATV) service condui s froin property line in 2" PVC, or as indicated to designated terminal area. Coordinate locations and requirements with franchised service provider. E. Coordinate with section 16E for identification ind markings requirements of CATV conduits and cabling. END of SECTION 16Q -2 USDA Manufactu ing Bulldog — Maples} Florida heeley Architects, Inc. Project Number 0855 E C TTo 16R ELECTRONIC SAFE PART 1 - GENERAL 1.1 FIRE ALARM SYSTEM A. General Contractor shall facilitate invol experience designing and installing fire AND SECURITY it of a Fire Alarm Contractor with adequate systems of this type. B. The Contractor shall furnish, install and place in operating condition an electrically operated., closed circuit, supervised fire. alarm system_ All units of equipment shall be listed by Underwriter's Laboratories for e alarm signaling use and shall consist of a control snit, manual fire boxes and alarm ignals, smoke detectors and heat detectors, all located as shown on the plans and ed in accordance with the manufacturer's instructions to make a complete and worka le system as hereinafter described. C. All units of equipment shall be = Firelite, Simplex, ESL Honeywell or a D. The operation of any manual fire box or i- continuous audible alarm and flashing ligh initiating device has been restored to nom control panel. The operation of any alai alarm lamp. Each alarm initiating device control unit. E. Control Unit -turgid by Pyrotronics, Notifier, Honeywell, ed equal, itornatic alarm initiating device shall sound a on the zone alarm circuit only until the alarm I and a reset switch manually activated at the i initiating device shall light a connm'on red hall light a separate annunciator lamp at the L The control unit shall be of dead fro t construction containing all relays, printed circuit boards, terminal strip connection, annunciator lamps and other component parts necessary to operate the system s hereinafter specified. All relays shall be interchangeable, plug -in type enclosed in protective dust covers. The control unit shall contain internal trouble signal with associated silencing switches, amber trouble lamp and reel alarm lamps. 2. A single open in the. station or detector circuits shall cause a trouble signal and shall not prevent an alarm from being sound ,d when any initiating device is actuated nor prevent alarm lamp from illuminating. Failure of the system operating power, an open or ground in the signal circuits or farm initiating circuits shall initiate a trouble signal and illuminate an amber trouble lamp. Trouble signals when silenced shall ring back when the trouble condition is estored to normal. System operating controls shall include a system test switch, a reset. switch and trouble signal silencing switch. 16R - 1 �.J �LJ C I r I II L Water Flow and Tamper Switches 1. These devices are to be furnished and 'nstalled by the Fire Sprinkler Contractor and connected to the alarm. system by the F e Alarm Contractor. 2. If the project s sprinkled, there will be waterflow and tamper switches. The Contractor shall verify location and quantity B including the site located PIV of other shut -ofd' valve and provide for connections to the system. J. Each and every device which can initiate an alarm condition shall be separately annunciated at the main alarm panel and/or the separate annunciator panel. K. Operating and supervising power shall be 120 volt AC. L. Provisions shall be made in the alarm eq pment to provide signals to a remote banded security monitoring company via teleph ne lines of "trouble" and alarm conditions. Notification equipment is to be part of the larrn System. M. Test, Guarantee, and Drawings 1. The Contractor shall conduct tests oft e system in the presence of the Owner or his agent and Fire Department Officials ha in jurisdiction. All material and installation 16R -2 USDA Manufacturing Belding —Naples, Florida Sheeley Architects, Inc. Project Number 0855 F. Standby Battery Supply I . Provide a battery charger /transfer modi Lie complete with transfer circuitry. 2. Provide standby power battery rnodul complete with sealed rechargeable batteries providing operation times required by .F.P.A. 72 1- 5.2.6. G. Manual flare boxes shall be non- coded se -flush mounted in finished areas. Pull stations shall be double action. Construction shall raised white lettering. A station shall b a die cast with red Finish, instructions to be in. located in accordance with N.F.P.A. 72 and N.J. .P.A. 10 1 ■ H. Alarm Signals 1. Shall be Mush or semi- recessed DC e Combination vibrating horns and flashing strobe lights and be ADA approved. F skiing strobe lights shall have candella ratings as noted, when two or more strobes are within visual sight, they shall be synchronized. - 2. Spacing and location of Alv signals shall comply with I .F.P.A. 72 and A.D.A. requirements, • 3. All exit signs shall flash upon fire al signal. II L Water Flow and Tamper Switches 1. These devices are to be furnished and 'nstalled by the Fire Sprinkler Contractor and connected to the alarm. system by the F e Alarm Contractor. 2. If the project s sprinkled, there will be waterflow and tamper switches. The Contractor shall verify location and quantity B including the site located PIV of other shut -ofd' valve and provide for connections to the system. J. Each and every device which can initiate an alarm condition shall be separately annunciated at the main alarm panel and/or the separate annunciator panel. K. Operating and supervising power shall be 120 volt AC. L. Provisions shall be made in the alarm eq pment to provide signals to a remote banded security monitoring company via teleph ne lines of "trouble" and alarm conditions. Notification equipment is to be part of the larrn System. M. Test, Guarantee, and Drawings 1. The Contractor shall conduct tests oft e system in the presence of the Owner or his agent and Fire Department Officials ha in jurisdiction. All material and installation 16R -2 USDA Manufacturing Building — maples, Florida Sheeley Architects, Inc. Project Number 0555 shall be guaranteed to be free of defects in material and workmanship for one (1) year. The Contractor shall turn over to the Owner a complete set of system wiring di _ 46 '0 t� V 0 lot y 3,-w .r--V Ll rn it li II s 8 IML m ;.� m z r-r Nil I i- I 4 reiM�Esa Ci i Ci MW�-F-� iii.WCi _'O`.OWEHC■ m—+—, r =wl i w V s= a� -.-�a s wpp. — � w arsfr M nonomorr112 r D 4 4 14 I H E E LEY ARC: H 1 DTs CONSTFIXTION DOCUMEWS FOR C-- O R P . r a USDA MANUFACTURING BLDG. ONE ExNRSi1Y PAW 12800 %*Mnw sn f c -�rr r4.a A ass r 420 IMMOKALEE RE NAL AIRPORT PHC*4r= (239) 442-214 PAX (23MS) t �c 2-1225 IMMOKALEE, FLORIDA v I 2 0 H E E LEY AR4CH STS CONSTRUC -nON DOCUMENTS Foil I r ONE UNWERSTY USDA MANUFACTURING BLDG. 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T a USDA MANUFACTURING BLDG. 4. m m � { 12500 NELI1 CITY i1TXD� PARS 4:20 M F+- }t R.� IMMOI ALEE REGIONAL AIRPORT f AA2= @COMlVWW IMMOKALEE, R—ORIDA Sol WIN Well ss� OEMs� s� .�R ■s: mss~ s, �N �sssssstis s, rsrs sns, �r ffilrPli� wwiw i 1 3Sf� i� S H E E LEY Hl (—,`TS [ UCTICI� DOCUMENTS FOR i i O r� . x .�. T a USDA MANUFACTURING BLDG. 4. m m � { 12500 NELI1 CITY i1TXD� PARS 4:20 M F+- }t R.� IMMOI ALEE REGIONAL AIRPORT f AA2= @COMlVWW IMMOKALEE, R—ORIDA 4 rn .� r 0_ m *!q M r 2 r 517 7 { Ec La Y� CONSTRUCTION DOCUMENTS FOR sE�, USDA MANUFACTURING BLDG. irn 7$844 Urrv�rr DRm 4W r�� mss, FL-C"E ► IMIw�IGI�ALEF REGIONAL AIRPORT NE c 0 A @ F�� i s IMMO ALEF, FLORIDA (E) t 1 1 Q] N C � r N lzQ � 1 1 1 co N m 1 1 1 1 � p e N 1 N 1 p N 1 1 1 1 N 1 N 1 q 1 1 1 1 1 N y 1 r, ti II II II II II II u n n II u n n n ii n u n n u q R' N q n q q u n n p 1 p n e 1 1 n u n u n u i � �Ilu�ill i SH E E L.EY AID � H IT STS CONMUCTION LAMENTS FOR I:1 � N , v P .IK � USDA MANUFA TURIN TaA ONE UNI�IY PAF II II II II II II u n n II u n n n ii n u n n u q R' N q n q q u n n p 1 p n e 1 1 n u n u n u i � �Ilu�ill i SH E E L.EY AID � H IT STS CONMUCTION LAMENTS FOR N , v P .IK � USDA MANUFA TURIN TaA ONE UNI�IY PAF -BLDG. 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IMMOKALEE REGIONAL AIRPORT M- ,E rte! 482-2121 FAX [2395 403 6 AA239 000MCHT i 0225 IMMOKALEE, FLORIDA ah 1pog m mmrnrnrtmrt D z mg 2 all a lip oB� 6g ¢ 1 R € EE� E 9 Hal U. n F Sig m z 0 m TS c M nq PG)m r oB� 6g ¢ 1 R € EE� E 9 Hal U. n F SHEELE /kRCHIT TS CONSTRUCTION DOCUMENTS FOR PG)m ° CME uMn�smr USDA MAN U FA TURIN BLDG. 3 �rrat[r Pt-E4�l� ( � } 4a9 -•zt21 FAX (239) 4 , (P� I= «MO B FLORIDA i 1 P- ?• P, HI Al iw;, Sal w� 1 �9 [ 9 g r a 4 H - a 15 1 j 31 I 1 --1 81, v p a I �Fjj u �� 4 co R S r e _I v z P ca r Y ff 4 lit] 0 2 o gm r O Aff ti. y { F y 13 001:1 M on Ann mm ■ ANNE KAREN ammimm� ■ Oman ■i ■ ■aL�- :IT'1i ■■ ■■■■a ■■o��M - ■munnM■ MEN »?1-i ui ■❑ ONE ■ ■ ■ ■ ■�yf�i ■ ■■■■■o ■gn�■ir: ■w■ ■e ■ ■s ■ #TE:� 1. , ■ ■■ ■■ ■mow ■n��_■■ u S H E E LEY AFB H � STS G4N RUCT ON UMEM FOR O ONE VNIVERSTY PARK a a USDA MANUFA TURIN BLDG. 12900 �vERSITY vat 420 err, . 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