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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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Act i <br />O Earl <br />~ Ear~ <br />R <br />~ 1999 _~ <br /> <br />ID Descri tion r <br />g <br />D y <br />em <br />y <br />I <br />St <br />rt <br />Fi <br />l <br />D <br />h JUL AUG SEP <br /> <br /> <br /> <br />770 <br />- - - - --- - -- _ _ _ <br /> <br />reshores removed ur <br /> <br /> <br />1 a <br />ur i <br />I <br />n <br />s <br />__ --- <br />1' 03SEP99 03SEP99 12 19 <br /> <br />- -- . . - 6 02 09 16 3 0 06 13 0 i <br /> <br />- - - - -- -- - - <br />N reshores rer <br />~~ ,,. , <br />+GA-.Ground~Leve~Po ,~-2~ ~.';„, ~ ~ <br />~`~~a~.;,T :~:' ,.~; I <br />~ <br />- - ---- <br />2800 ~form slab <br />-- - <br />2810 rebar/tendons ___ _ <br />~ -- --- <br />_' 2815 'form depressed slab areas <br /> <br />, 2820 mechanical/electrical <br />-- P- - - --- ----- <br />2830 our slab <br />" 2840 <br />~stress tendons -- -- -~ . , 09JUL99 A ~ 20JU~99 A <br />7 0 <br /> <br />4'~ 0' 19JUL99 A I 27JUL99 A <br />- i _ _ _- - r --- <br />2' 2~27JUL99 A 28JUL99 <br /> <br />3~ 2 26JUL99 A 28JUL99 <br />-~ ., -- -- ==i _ <br />1 1 29JUL99 29JUL99 <br />1~ _ 1'L03AUG99 _103AUG99 for <br /> <br />.~I <br />[~ m slab ~ <br /> <br />~ <br />rebar/tendons ~ <br />I <br />form depressed slab areas I <br />I <br />mechanicaUelectrical <br />L9 pour slab li <br />19 stress tendons ; <br />_ <br />' 2850 I strip forms 5 5' 04AUG99 ~ 10AUG99 <br />~ ~ strip forms ~ <br />-~ -- <br />, 2860 ~frp columns <br />3 _- ~-- --1 - <br />3 30JUL99 03AUG99 <br />~frp columns '. <br />--- --- <br />2870 frp west shear wall <br />6I ----~------ _._. __ <br />6 30JUL99_~06AUG99 <br />~ frp west shear wall ~ <br />e: 2880 reshores removed 1; 1'~ 17SEP99 ~ 17SEP99 Lq resl <br />~GB =;Ground Levei Pour,B,:~~~ ' ~:~, ;~~~'`~ ~`=~ "~ „~~` <br />; ! <br /> <br />2900 ~form slab <br />7 <br />2 19JUL99 A i28JUL99 <br />- , <br />form slab ' <br /> 2910 ~ rebar/tendons 4 4~27JUL99 A <br />; 03AUG99 rebar/tendons i <br /> 2915 form depressed slab areas 2 2 03AUG99 ; 04AUG99 ~7 form depressed slab areas <br /> 2920 ~ mechanical/electrical 3 3 03AUG99 i 05AUG99 A mechanical/electrical <br />; 2930 pour slab 1 1, 06AUG99 ~ 06AUG99 ~ pour slab <br /> 2935 bearing cmu walis 8 8' 09AUG99 i 18AUG99 A bearing cmu walls <br />, 2940 stress tendons 1 1~'~ 11AUG99 ~ 11AUG99 ~ stress tendons <br />-: 2950 ~ strip forms 5 ~ 5 12AUG99 18AUG99 A strip forms <br /> 2960 frp columns 3; 3 09AUG99 i 11AUG99 ~frp columns <br />" 2970 frp east shear wall 5'~ 5' 09AUG99 j 13AUG99 ~7 frp east shear wall ~ <br />=` 2981 reshores removed 1 ~ 1~, 23SEP99 ~ 23SEP99 <br />- B~ <br />- - - <br />~ ,, ,.. _: <br />ZA~`~Second Level Pour A~ ~ <br />4~. ~.~' ; <br />~< - -~ ~ <br />~. <br />~ 3000 form slab 9 ~ 9' 29JUL99 10AUG99 6~7 form slab <br />: 3010 rebadtendons 5 ~ 5 j 11AUG99 17AUG99 ~I rebar/tendons <br />~ 3020 mechanicaUelectrical 1 1 18AUG99 18AUG99 B mechanical/electrical i <br /> 3030 pour slab 1 1 19AUG99 19AUG99 1p pour slab <br />~' 3040 stress tendons 1 1 24AUG99 24AUG99 19 stress tendons <br />~ 3050 strip forms 9 9 25AUG99 O6SEP99 ~ strip form <br /> <br />` 3060 frp columns 3 3 20AUG99 24AUG99 ~7frp columns <br />~ 3070 frp shear walls 6 6 20AUG99 27AUG99 ~ frp shear walls <br /> 3080 reshores removed <br />a - -. . , ,. <br />~B =;Second"Level Pour,,B ~ 1 1, <br /> <br />¢~~: 080CT99 <br /> <br />~~~ ,~~ 080CT99 <br /> <br />~~ `~ <br />__ _- <br />- - _ _ -- <br />- 3100 form s~ab 8 8 12AUG99 23AUG99 A form slab <br />~ 3110 rebar/tendons 7 7 24AUG99 01SEP99 ~7rebadtendonS <br />a 3120 mechanical/electrical 2 2 30AUG99 31AUG99 6lmechanicai/eli <br />~ 3130 pour slab 1 1 01 SEP99 01 SEP99 P pour slab <br />` 3140 stress tendons 1 1 06SEP99 O6SEP99 LI stress ten <br />¢ 3150 strip forms 8 8 07SEP99 16SEP99 ~ stri <br />x 3160 frp columns 3 3' 02SEP99 06SEP99 ~ frp column <br />. 3170 frp shear walls 5 51 02SEP99 08SEP99 ~/ frp shear~ <br />F 3180 reshores removed 1 1~ 130CT99 130CT99 <br />3AY4,=:Th <br />, ird L°evel P~,ou~~'A'~ ;~ ,~ay. -J ,'' ~.~n <br />' 3200 form slab 8 8 24AUG99 02SEP99 A form slab <br /> 3210 rebadtendons 6 6 03SEP99 10SEP99 A rebarfte <br />;~ 3220 mechanical/electrical 2 2 09SEP99 10SEP99 ~ mecha <br />;; 3230 pour slab 1 1 13SEP99 13SEP99 ~ pour <br />• 3240 stress tendons 1 1 16SEP99 16SEP99 L9 stre <br />~ 3250 strip forms 8 8 17SEP99 28SEP99 <br /> 3260 frp columns 3 _ 3 14SEP99 16SEP99 ~ frp <br /> 3270 frp shear walls 6 6 14SEP99 21SEP99 A <br /> <br />~ <br />I~ ~ <br /> <br />I Pence/Kelly Construction, If1C. <br /> <br /> <br />I Dala tlala 27JUL99 <br />Run Eala 29JUL99 <br />S~arlEela 15MAR99 <br />Mu~t Ilnisn Ga~e <br />P mEer 7A <br />O PIM11ivOfi $~f. IiK_ <br />
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