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Submittal Log - Pence Kelly
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CS_Courthouse Square
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Submittal Log - Pence Kelly
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Last modified
9/19/2012 4:27:09 PM
Creation date
8/16/2011 10:56:24 AM
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Building
RecordID
10380
Title
Submittal Log - Pence Kelly
Company
Pence/Kelly
BLDG Date
7/1/1999
Building
Courthouse Square
BLDG Document Type
Project Coordination
Project ID
CS9801 Courthouse Square Construction
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__ _- - - --- <br />; <br />1999 <br /> Act <br />ID Description Orig <br />D Rem <br />D Early <br />Early <br />St <br />rt <br />Finish AUG SEP OCT 0 <br /> <br />, __ _ _ - - <br /> <br />3280 'reshores removed ur <br />_ <br /> <br />1 ur <br /> <br /> <br />1 a <br />~ <br />, __ <br />10NOV99 10NOV99 916 3 <br />- - _ 0 ~6 13 0 7 4 11 18 5 A1 <br />_ - - •-- <br />- - _ -- --~ - <br />.36 -Third Level Pour.B, ~~~:~ u,}~ .~`~,~, , ~,: . , ~:-~ ~~;~ <br />~- 3300 ; form slab ____ ____ <br />-_ . ~ ----- <br />3310 rebar/tendons <br />--- _._ -- -- ------- <br />3320 ~ mechanical/electricai <br />- ! ---- -- - <br />3330 { pour slab_ _ <br />- ------ <br />3340 stress tendons <br /> <br />3350 fstrip forms __ __ __ <br />3360 ifrp columns __ 6 6 14SEP99 21 SEP99 <br />~ - _ . --- <br />6 6 22SEP99 29SEP99 <br />- -- - _ _ . _ <br />1 1 f29SEP99 29SEP99 <br />--~ -- - . <br />1~ 1 I30SEP99 30SEP99 <br />- --- ~ - - _ -- <br />_1 ~ 1!, 050CT99 050CT99 <br />-- ~- - <br />6 j_ 6; O60CT99 .130CT99 <br />4 4 i01 OCT99 O60CT99 ~7 form slab <br /> <br />~7 rebar/tendons ; <br /> <br />L4 mechanical/electric i <br /> <br />Lp pour slab i <br /> <br />~ stress tendons I <br /> <br />~ strip forms ~ <br />~ frp columns ~ <br /> <br />. <br />3370 ~, fr shear walis <br />p ---- <br />3380 ; reshores removed <br />5 5 01 OCT99 070CT99 <br />--~-- - ~--- -- <br />1 1 ~,17NOV99 17NOV99 p i <br />~ fr shear walls , <br />I <br /> t ' ~ i. j <br />4A - Forth Level PourA~~ " ~',~ ,;~;. ~ , :f„~~ ~~~~ <br /> 3400 form slab 8 8 23SEP99 040CT99 A form slab <br /> 3410 e bar/tendons 7 7 040CT99 120CT99 A rebadtendonl <br /> 3420 ~ mechanical/electrical 1 1 120CT99 ' 120CT99 ~ mechanical/e <br /> 3430 ~ pour slab 1 1 130CT99 ^ 130CT99 ~ pour slab <br /> 3440 ' stress tendons 1 1 180CT99 180CT99 lpstress ten <br /> 3450 strip forms 8 8 190CT99 280CT99 @~7 stripi <br /> 3460 frp columns 4 4 140CT99 190CT99 ~ frp columI <br /> 3470 I frp shear walls 6 6 140CT99 21 OCT99 A frp shea <br />- 3480 reshores removed 1 1 06DEC99 06DEC99 <br />_ ~ <br />_ - _ , <br />.4B -:Fo rth Level Pour B ~ .; _ ~~~ w; #.~,~,~„.,., ~. <br /> 3500 ~ form slab 6 6 050CT99 "120CT99 ~form slab ' <br /> 3510 rebar/tendons 6 6 130CT99 200CT99 ~7 rebar/ter <br /> 3520 mechanical/electrical 1 1 21 OCT99 21 OCT99 14 mechan' <br />i <br /> 3530 ~ pour slab 1 1 220CT99 220CT99 IS~ pour sl~ <br />' 3540 I stress tendons 1 1 270CT99 270CT99 1g stres <br />- 3550 strip forms 6 6 280CT99 04NOV99 ~~ <br />= 3560 frp columns 4 4 250CT99 ', 280CT99 ~7 frP ~ <br />: 3570 frp shear walis 5 5 250CT99 i 290CT99 ~ frP' <br />~' 3580 reshores removed 1 1 16DEC99 ~~ 16DEC99 <br />---.._._ <br />_....___._-._.-_ ._...___--_......._-_ <br />~e <br />~ ...~_-. <br />5A;=~Fift . .:.:*.~/ ~. .'.. = y . <br />~. <br />h Level Pour~'AT ~;:~~ ~ ~~ x :,~~ ~, ' 3 } p'~~ K <br /> 3600 form slab 8 8 150CT99 j 260CT99 A form I <br />' 3610 rebar/tendons 7 7 260CT99 03NOV99 A~ <br /> 3620 mechanical/electrical 1 1 03NOV99 ~ 03NOV99 ~ r <br /> 3630 pour slab 1 1 04NOV99 ~, 04NOV99 ~; <br /> 3640 stress tendons 1 1 09NOV99 09NOV99 <br /> 3650 strip forms 8 8 10NOV99 ;19NOV99 <br />;. 3660 frp columns 4 4 05NOV99 10NOV99 ~ <br /> 3670 frp shear walls 6 6 05NOV99 12NOV99 <br /> 3680 reshores removed 1 1 17DEC99 17DEC99 <br />- <br />_ _ _ _ <br />: , <br />a, .,:,, <br />y5 ,-Fift _ ,~ <br />~ '.' -- ~ ~ ~' ~, ' <br />h Level Pour16 ~;: ~~-~ -;~.~~.,r~~ry~~. ~ #~e <br />_ : _.. <br />• 3700 form slab 6 6 270CT99 , 03NOV99 ~ f <br /> 3710 rebar/tendons 6 6 04NOV99 11 NOV99 ~ <br />< 3720 mechanical/electrical 1 1 11 NOV99 11 NOV99 <br /> 3730 pour slab 1 1 11 NOV99 11 NOV99 <br /> 3740 stress tendons 1 1 16NOV99 16NOV99 ~ <br />' 3750 strip forms 6 _ 6 17NOV99 24NOV99 <br />~ 3760 frp columns 4 4 12NOV99 17NOV99 <br />E 3770 _ frp shear walls 5 5 12NOV99 ~18NOV99 <br />> 3780 reshores removed 1 1 20DEC99 20DEC99 ~ <br /> <br />_ ~ es!' ~. `~w~L A °~» r <br />'Ri4"'Roof Level P,ourA ?' i~`' ~A~~` ~~y"~~' *`~'° I <br />3800 form slab 9 9 05NOV99 17NOV99 ~ <br />- - - - ---""-~ - Dau Oats 77nUG99, j <br />RunOaie 025EP99 i <br />SlenOale iSAlAR99 ~ <br />- <br />Pence/Kelly Construction, Inc. "'~'!"M'"-°-•'°- <br />' <br />Peye numWr G _ ~ <br />O Cnm vere S sioms, inc. <br />a _ Y-__- _' <br />
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