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2006-039A
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2006-039A
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Last modified
1/26/2017 1:20:39 PM
Creation date
9/30/2015 8:13:29 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Change Order
Approved Date
02/07/2006
Control Number
2006-039A.
Agenda Item Number
11.C.3.
Entity Name
Turner Construction Company
Subject
Change Order No. 2 for new County Admin. Bldg
Project Number
2102
Supplemental fields
SmeadsoftID
4473
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B . BRLLARD Pa , : 7574407628 .Jan 16 2,006 16 : 06 P . 01 <br /> ow IS . B . BALLARD <br /> ID CONSTRUCTION <br /> COMPANY <br /> PO No Owner <br /> Reference fliloa <br /> T`a ; Prestress Syst�erns of Florida DATE : December 21, 2COS <br /> 16651 Old US 41 983CC Jab No. : 2005-187 <br /> Fort Myer, FL 33912 PROJECT, Indian River Adfrlinistrattve Complex <br /> Fax : (293) 437-0697 <br /> Attention : Jay Van Hook DELNERY: WWI A(Mw <br /> iktkas oa myWse npt an shtntrrentx <br /> SHIP TO 7obslte ®rsFt3, s, '&rA'p ro ' rlesw'rrabofr, <br /> Furnish all predmswd concrete joist aild offit beams as per <br /> snipe below for IBullding # 1 and * 2 <br /> Building * 1 j $ 140r358.26 <br /> Building * 2I <br /> $ 131 , 96, 51 <br /> *All Joists s„plced as Indioted on &&wings, PSF has raviewed t7 f <br /> spacing and contur5 that <br /> they will meeG'zxcted the Itsd capacities a <br /> !ndlcated on plan, <br /> I <br /> *AIV embeds in pwst w be provided by misceilanwus metals r.uppiler <br /> shipped to your yard in FL Myers. FL. <br /> "Precast dativerles will start with Buiid:ng #2 in January <br /> xPrOvIde mix design submittal through S.B. Ballard Construction <br /> 'Special revls!oni (if required) for nccew, laading/unloadng of trucks, <br /> Gr$ne/hglsU.ng, eu, are excluded from this quotation , <br /> *Member spacing may vary slightly from that shown on plans, Irdustry <br /> standard spacing are even multiples of one foot pWs .the joist width. A <br /> *Prestressed members shalt have a standard plant rub finish, defined as <br /> follows: Normal plant-run fnrsh produced In steel forms that impart a <br /> 1. <br /> smooth finish to Concrete. Small surface holes caused by air bubbles, <br /> normal Joint form marks, minor ships, spalls and color variations shall <br /> be acceptable. No malar or unsightly Imperfections, honeycomb cr <br /> struaural defects shag be acceptable. <br /> •Fire resistance rating of prestmsmd membsrs shall be calculated by tl• e <br /> criteria and procedures set forth in the Florida �u;ldin9 Code, Chapter <br /> 7 and/or the prestressed Concrete Institute Design for the Fire Resistance <br /> of Precast, Prestressed ComrM, MNL 125). Nq UL test data k available <br /> (See 5001 , 030 <br /> *Material escalation excluded. Priced at Current market rate . Adjustment <br /> expected after Jun? s, 2906. <br /> *The measurements of FF/FL are not eppkatle to elevated Cambered <br /> systems and Shall not be used to cavern floor flatness. Al net camber <br /> shall be as Indicated In the shop drawiningsJca ulatons <br /> Subtotal $ 279, 254. 77 <br /> Tax $ 16, 805. 32 <br /> Shipping <br /> TOTAL �. 296, 060 07 <br /> Ret um Loth cca,4es, duly s/gaC4 pr/or to delivery o(fW f0fV1Sr an exec" copy will Ge &�ttnned .fir y»ur Ate, Subject to all <br /> S.B. Order TemtS a0d CbndibVnA Iran exWurCd copy of this Ourd rrtSe Oe*r is not return!9d to 5. 8, Ballard <br /> with/& 7-EN LALFNDAR (10) VA KS, tae Nrl: ase Cleder is &e!t>EW a*COGOW by Siler. <br /> Prestress Systert>13 04 Florida 6 , B, Ballard Construction Company <br /> �Cz Danny L Headrick, Exec. Vice rresld?ntLt?te <br /> � y <br />
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