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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 />~ ------_ .- ---- ------ -~ ----- <br />.__ <br />._- - - ---- ~ ~--- <br />I <br />~ <br />-- <br />i <br />1999 <br />- <br /> Act <br />Description Orig Early <br />Early <br />Rem <br />~ , <br />SEP OCT <br />U AUG-~ <br />i <br />~ ID <br /> <br />2770 <br />_ ___ __. __ _ <br />reshores removed Dur Dur . Start Finish <br />_ I <br />1; 1~'i 03SEP99 03SEP99 - - - <br />6 p2 p9 16 ~3 0 6 13 0_ 7 04 j1_1 ~18 <br />LQ reshores removed <br />GA - Gr ound Level Pour A2 ~ <br />A <br />_ _ _ k <br />{ <br />281~0 <br /> <br /> <br />___ <br />2820 _ I <br />1 <br /> <br />_ <br />2830 <br />2840 <br />2850 rebarlte bdons ~~ 0', 09JUL99 A 20JUL99 A <br />__ _ _ ~ _ _ _ ___ <br />T 4 ~ ~ 19JUL99 A i 27JUL99 A <br /> <br />o~' 27JUL99 A 28JUL99 A <br />p_ -- - - - ---- <br />---- ` <br />---' I ~~ _ _ __ <br />fm c anicallelectricalareas _ 3~ __0 26JUL99 A ~28JUL99 A <br />~___- _ <br />-- ---- <br />__ f- - 29JUL99 A~ 2 9 J U L 9 9 A <br />pour siab 1 ~' <br />stress tendons j 1 0~ 03AUG99 A' 03AUG99 A <br />strip forms ; 5f 1~03AUG99 A'09AUG99 rm slab ' <br />. <br />rebar/tendons <br />~ <br />form depressed slab areas <br /> <br />, <br />/ mechanical/electrical <br /> <br /> <br />1 9 pour s la b <br />' <br />Ll stress tendons <br />~ strip forms <br />' 2860 <br />2870 frp columns I 3~ Of03AUG99 A rO6AUG99 A <br />fr p west shear wali ~ 6 r 1 j 30JUL99 A''~ 09AUG99 <br />---- <br />-- Q frp columns <br />frp west shear wall <br /> <br />2880 - <br />t <br />reshores removed ~ 1 1; 24SEP99 24SEP99 <br />Lg reshores remc <br /> GB - Ground Level Pour B ~ '-, <br /> 2900 form slab I 7 0 i 19JUL99 A, 28JUL99 A form siab <br /> 2910 ! rebar/tendons i 4 ~ 0 27JUL99 A 04AUG99 A rebar/tendons <br /> 2915 j form depressed slab areas ~2~ 0±04AUG99 A 05AUG99 A 47 form depressed slab areas <br />~ <br /> 2920 mechanical/electrical ~ 3 0 02AUG99 A 05AUG99 A LA mechanical/electrical <br /> 2930 pour slab 1 O I O6AUG99 A 06AUG99 A ~ pour slab <br /> 2935 bearing cmu walls 10; 10' 10AUG99 ~~ 23AUG99 bearing cmu walls I <br /> 2940 stress tendons I 1 1; 09AUG99 09AUG99 ~ <br />stress tendons i <br /> 2950 stri forms ~ 5 5 10AUG99 16AUG99 ~ strip forms , <br /> 2960 frp columns ~ 4 4,10AUG99 13AUG99 ~ frp columns <br />'. 2970 frp east shear wail 5 5, 10AUG99 16AUG99 ~ frp east shear wall <br /> 2981 reshores removed 1 1 i 050CT99 050CT99 Lg reshore; <br />_ _ ; <br /> 2A - Second Level Pour A <br /> 3000 I form slab 9 i 5I, 29JUL99 A,13AUG99 form slab <br /> 3010 ~ rebar/tendons 5 5;16AUG99 ~ 20AUG99 A rebar/tendons , <br />. 3020 mechanical/electrical 1 1 23AUG99 i 23AUG99 ~ mechanical/electrical ~ <br /> 3030 pour slab 1 1 i 24AUG99 24AUG99 ~ pour slab ' <br />i <br />~ 3040 stress tendons 1 1 27AUG99 ~ 27AUG99 1g stress tendons ~ <br />' 3050 strip forms 9 9 30AUG99 10SEP99 Q~ strip forms <br />`.` 3060 frp columns 3 3 25AUG99 27AUG99 ~7 frp columns <br />s- 3070 frp shear wails 6 6 25AUG99 i 01 SEP99 A frp shear walls I <br />;~ 3080 reshores removed 1 1 150CT99 150CT99 L~ re; <br />_ _- - -- - - - I <br />'2B ="Second Level Pour B ~ 5'~~ <br />~= ~~ - ~~~ ~~ `` ! <br />~ 3100 form slab 8 8 i 16AUG99 25AUG99 A form slab <br /> 3110 rebar/tendons 7 7 25AUG99 , 02SEP99 A rebar/tendons I <br />, 3120 mechanical/electrical 2 2 03SEP99 07SEP99 A mechanical/electrical <br /> 3130 pour slab 1 1 08SEP99 08SEP99 • pour slab <br />' <br />: 3140 stress tendons 1 1 13SEP99 13SEP99 L4 stress tendons <br /> 3150 strip forms 8 8 14SEP99 23SEP99 ~7 strip forms i <br /> 3160 frp columns 4 4 09SEP99 14SEP99 A frp columns , <br /> 3170 frp shear walls 5 5 09SEP99 15SEP99 A frp shear walls i <br />~ 3180 reshores removed 1 1 260CT99 260CT99 i <br /> <br /> <br />' <br />' <br />3A - Th ..x <br />-' i ~•. ~... ' ,> <br />ird Level Pour A <br />' . <br />t q <br /> <br />; <br /> 3200 form slab 8 _ 8 26AUG99 07SEP99 A form slab <br /> 3210 rebar/tendons 6 6 08SEP99 T5SEP99 A rebadtendons i <br /> 3220 mechanical/electrical 2 2 16SEP99 17SEP99 ~ mechanical/electri <br /> 3230 pour slab 1 1 <br />1 20SEP99 20SEP99 ~ pour slab <br />~ <br />~ 3240 stress tendons 1 1 23SEP99 23SEP99 Ll stress tendons <br /> 3250 strip forms 8 8 24SEP99_ 050CT99 ~'strip forr <br /> 3260 frp columns 3 3 21 SEP99 23SEP99 ~.7 trp columns <br /> 3270 frp shear wails 6 _ <br />6 _ <br />21 SEP99 28SEP99 A frp shear w,~ <br />Pence/Kelly Construction, Inc. <br />
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