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Pence Kelley- Site Work Reports
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Last modified
9/19/2012 4:33:24 PM
Creation date
8/17/2011 3:19:34 PM
Metadata
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Building
RecordID
10275
Title
Pence Kelley- Site Work Reports
Company
Pence/Kelly
BLDG Date
1/1/1999
Building
Courthouse Square
BLDG Document Type
Project Coordination
Project ID
CS9801 Courthouse Square Construction
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I ACt <br />~ ID Desc~iptlon <br />Orig Rem Early Early - <br />1999 <br /> <br />. Dur Dur Start Finlsh OCT ~ NOV DEC <br /> -- --------- <br />3280 reshores removed --_ - 4 11 18 5 01 B 15 2 9 06 13 0 <br /> <br />_ _ _ _ _ _ <br /> <br /> <br />~ <br />~ <br />~3Bj= Third Leve <br />I~Po <br /> <br /> <br />N0 <br />V99 11 NOV99 <br />F <br />~ <br />; -- <br />B reshores removed <br /> , ,., <br />/ <br /> 3300 form slab <br />----- ----- '` <br />6 0 16SE <br />P99 A' 23SEP99 A slab <br /> . 3310 rebar/tendons <br />•---- -- -- <br />~ ---~ ---- - <br />6 0 24SEP99 A 01 OCT99 A <br />rebar/tendons <br /> 3320 mechanical/electrica~ <br />---- ----- <br />- --- -~- --- " - - <br />1 0 010CT99 A 01OCT99 A <br />- <br />mechanical/electrical <br /> 3330 <br />_, pour slab <br />_ ---- <br />;: 3340 ~stress tend - - - <br />1 0 f 040CT99 A' 040CT99 A <br />~- <br />- ~ <br />pour slab <br /> o.ns 2 t <br />0~070CT99 A 070CT99 q L9 stress tendons <br /> ' 3350 stnp forms _ <br />61 0 050CT99 A 130CT99 A <br />~ strip forms <br /> ~ 3360 _ frp_columns 4 0 <br />050CT99 A 080CT99 A fr colum <br />n s <br />P <br /> ~ 3 3 7 0 f r p s hear wa l ls 5 i 0 050CT99 A 80CT99 A ~ <br />frp shear walls <br /> 3380 reshores removed <br /> <br />A~=°Fourtti Level Po~r <br />4~ -- <br />1 1 22NOV99 22NOV99 <br />& <br />` <br />LQ reshores removec <br /> ,~~ ~~ <br />~' <br />- ~' ,z,. ~a~ <br /> 3400 form slab <br /> <br />3410 <br />rebar/tendons 8 0 24SEP99 A 050CT99 A form slab <br /> <br />' 3420 <br />mechanical/electrical 7 <br />~ 0 050CT99 A 130CT99 A rebar/tendons <br /> 1 0 130CT99 A 130CT99 A LQ mechanical/electricai <br /> 3430 pour slab 1 0 140CT99 A 140CT99 A L4 pour slab <br /> 3440 stress tendons 1 0 180CT99 A 180CT99 A stress tendons <br /> 3450 <br />' strip forms 8 8 180CT99 A 280CT99 strip forms <br /> 3460 frp columns 4 2 150CT99 A 200CT99 frp columns <br /> 3470 frp shear walls 5 2 150CT99 A 200CT99 frp shear walls <br /> 3480 reshores removed <br />,~. . <br />,, . „ <br />4B `Fourth~Level~ `. <br />~OUP' `, <br />P <br />8 1 <br /> <br /> <br />* <br /> <br />~ 1 OSDEC99 08DEC99 <br /> <br /> <br /> <br />~ <br />_ <br /> <br /> <br /> <br />es ores <br />- - <br /> ;~ <br />~ <br />, <br />.~ <br />~ ~~ <br />~~ v <br /> ~ 3500 form slab 6 0 070CT99 A 140CT99 A ~7 form slab <br /> ' 3510 rebar/tendons 6 4 150CT99 A 220CT99 rebar/tendons <br /> ~ 3520 mechanical/electrical 1 1 250CT99 250CT99 LY mechanical/electrical <br /> ; 3530 pour siab 1 1 260CT99 260CT99 14 pour slab <br /> ~ 3540 <br />~ stress tendons 1 1 290CT99 290CT99 LQ stress tendons <br /> 3550 <br />` stnp forms 6 6 01 NOV99 08NOV99 4~ strip forms <br /> 3560 frp columns 4 5 270CT99 02NOV99 ~Ifrp columns <br /> s 3570 frp shear walls 5 5 270CT99 02NOV99 ~ frp shear walls <br /> 3580 <br />.: ~. reshores removed <br />. 9 . . . 1 1 20DEC99 20DEC99 LP resl <br /> <br /> <br />Fift <br />A,~~~, . <br />~ <br />h'Level-Pou . , <br /> <br />~ t= <br /> <br /> <br />~~ <br />~-~~ <br /> <br />~~-:~ a <br /> <br /> <br /> <br /> <br />~ <br />~ ' <br /> <br /> <br />_ <br /> <br /> <br />_ __ ___--_ <br />-_ __ <br /> 3600 form slab 8 x <br />7 ,,~ <br />180CT99 A 270CT99 form slab <br />E 3610 rebar/tendons 7 7 270CT99 04NOV99 A rebar/tendons <br /> 3620 mechanical/electrical 1 1 04NOV99 04NOV99 ~ mechanical/electrical <br />- ; 3630 pour slab 1 1 OSNOV99 05NOV99 ~ pour slab <br />~ ; 3640 stress tendons 1 1 10NOV99 10NOV99 1p stress tendons <br /> ' 3650 strip forms S 8 11 NOV99 22NOV99 ~ stri <br />forms <br />; 3660 frp columns 4 4 08NOV99 11NOV99 p <br />Afrp columns <br />' <br />' 3670 frp shear walls 5 5 O8NOV99 12NOV99 ~7 frp shear walls <br /> 3680 reshores removed 1 1 21 DEC99 21 DEC99 <br />LQ res~ <br />`~ FIft <br />B'F h~L ~v <br />@ @~ ~~OU • <br />, , ~ <br />, <br />.~ ~ ,, _ _ <br /> ~ ~ ~ <br />~ <br />` <br />u`rt <br />' 3700 f orm slab 6 6 290CT99 05NOV99 ~ form slab <br /> 3710 r ebar/tendons 6 6 08NOV99 15NOV99 ~ rebar/tendons <br /> 3720 mechanical/electrical 1 1 15NOV99 15NOV99 19 mechanicai/electrical <br />` 3730 pour slab 1 1 16NOV99 16NOV99 1~ pour slab <br />` 3740 s tress tendons 1 1 19NOV99 19NOV99 1~ stress tendons <br />; 3750 s trip forms 6 6 22NOV99 01DEC99 ~stri <br />forms <br />'~ 3760 f rp columns 4 _ <br />4 17NOV99 22NOV99 p <br />~ frp columns <br /> 3770 f rp shear walis 5 5 17NOV99 23NOV99 ~ frp shear walls <br />~ 3780 reshores removed 1 1 22DEC99 22DEC99 LQ resl <br /> RA°4 ~ Roof4Level'P <br />ou `°~ <br />, a=. ` <br />,~ <br />{: <br /> , <br />- b~ <br />~~; <br />, <br />,7 , t <br />L <br /> 3800 form slab 9 9 09NOV99 19NOV99 A form slab <br /> <br /> o.now ieocree <br /> <br />Pe <br />nce/Kelly Construction~ ~nC. Run GM 11 OCTBB <br />SWtla4 15MARBB <br /> ~wa nv.n u,h <br />P ~wnwer ~A <br />_._ _. _.-_._--_ -_ - - ~ ~ _'-~ <br />
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