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Submittal Log - Pence Kelly
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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 />1999 ' <br />~ Act Description Orig Rem Early <br />D Early SEP OCT NOV DEC! <br /> <br />i ID <br /> <br />2770 <br />_ _- ------ -- _ _- <br />reshores removed Dur <br />- -- <br />1 ur Start Finish <br /> <br />0' 15SEP99 A~ 15SEP99 A ~3 0 7 4 11 18 5 01 08 15 2 9 6' <br />- <br />19 reshores removed <br /> ~G ' Gr ound L'eyel' ~ou ' ' ~ ~'r~ ~~° ~ ' <br /> 2800 form slab 7 <br />___t 0, 09JUL99 A 20JUL99 A <br />- -- _ - -- <br /> 2810_ ----- <br />rebar/tendons ~ _ 4~ 0', 19JUL99 A_ i27JUL99 A <br /> ~ 2815 <br />-- - <br />~ form depressed slab areas <br /> <br />---- 2' <br /> <br /> <br />~ 0 27JUL99 A 28JU199 A <br />, _ - __ -- as <br /> 2820 ' <br />' mechanical/electrical 3 0,26JUL99A 28JUL99A <br />-~- --- <br />--- - - _ <br /> -- t <br />2830 I - - -- <br />pour slab <br />1 <br />0~; 29JUL99 A~ 29JUL99 A <br />-- , <br />__ <br /> 2840 <br /> <br />2850 stress tendons <br /> <br />strip forms 1 <br /> <br />5 ~ 0' 03AUG99 A~ 03AUG99 A <br />-} - ---- <br />0' 03AUG99 A~09AUG99 A <br /> <br />2860 <br />2870 <br />frp columns <br />frp west shear wall <br />3 <br />6 } -----i <br />0 03AUG99 A 06AUG99 A <br />0~30JUL99 A j 09AUG99 A <br /> <br />II <br /> . 2880 reshores removed 1 1 27SEP99 T27SEP99 1g reshores removed <br /> °G6 - Gr ound Levei~Pour~B~.- ,~'``z ' ~ , .~ <br />_-~. ~~ .~ ~. . .~~=.; ,. . _: . ~ <br /> 2900 form slab 7 0 19JUL99 A ~ 28JUL99 A <br /> 2910 rebar/tendons 4 0; 27JUL99 A~ 04AUG99 A <br /> 2915 form depressed slab areas 2 0 04AUG99 A; 05AUG99 A are as <br /> 2920 mechanical/electrical 3 ~ 0' 02AUG99 A I, 05AUG99 A I I ' <br /> 2930 pour slab 1 0 i O6AUG99 A 06AUG99 A <br /> = 2935 bearing cmu walls 10 0~ 10AUG99 A i 30AUG99 A g cmu walls <br /> : 2940 stress tendons 1 0 09AUG99 A ~ 09AUG99 A <br /> , 2950 stri forms 5 0' 10AUG99 A 16AUG99 A <br /> ` 2960 frp columns 4 0' 10AUG99 A 13AUG99 A <br /> 2970 frp east shear wall 5 0 10AUG99 A j 16AUG99 A wal l <br /> , 2981 reshores removed 1 1 OSOCT99 080CT99 <br />- - 1g reshores removed <br />-- - --- -- ---- --- - - - <br /> <br />;~-- ~' . , <br />~2A ,Se . ~ _. <br />. ~., ~, f . <br />cond:Level~P,our#A,. - . ,.: _,~ <br />~. <br />~~ = <br />_ : -:- ~~;,~'~ <br />f ::- -~~' <br /> ' 3000 form slab 9 0 ~ 29JUL99 A,16AUG99 A <br /> ' 3010 rebar/tendons 5 0 16AUG99 A', 23AUG99 A on <br /> 3020 mechanical/electrical 1 0 20AUG99 A 23AUG99 A 1/el ectrical <br /> ~ 3030 pour slab 1 0 ~ 24AUG99 A 24AUG99 A ( <br /> ' 3040 stress tendons 1 0 28AUG99 A 28AUG99 A endons ' <br /> ' 3050 strip forms 9 0 31AUG99 A 08SEP99 A trip forms <br />~ <br /> = 3060 frp columns 6 0 25AUG99 A 31AUG99 A lumns <br /> ~ 3070 frp shear walis 6 0 25AUG99 A 31AUG99 A ear walis !i <br /> 3080 <br /> <br /> <br />~2B ~Se reshores removed <br /> <br /> <br />cond'Level,Pour.B 1 <br /> <br /> <br />_:~~ 1 200CT99 200CT99 <br />ti~ <br /> <br />.~ ~ ' <br /> <br />- 14 reshores removed ; <br /> <br />- - ---- - --------- - - -, <br />, <br /> ` 3100 form slab 8 0, 16AUG99 A 31AUG99 A lab <br /> 3110 rebar/tendons 8 0 27AUG99 A 09SEP99 A ebadtendons <br /> { 3120 mechanical/electrical 2 0 08SEP99 A 09SEP99 A echanical/electrical <br /> ~ 3130 pour slab 1 0 10SEP99 A 10SEP99 A pou~ slab <br /> 3140 stress tendons 1 0 15SEP99 A 15SEP99 A LQ stress tendons <br /> 3150 strip forms 8 2 16SEP99 A 22SEP99 ~ strip forms ~ <br /> ' 3160 <br />3170 frp columns <br />frp shear walls 6 <br />5 0 <br />0 13SEP99 A <br />13SEP99 A 16SEP99 A <br />17SEP99 A frp columns ~ <br />frp shear walls ! <br /> 3180 reshores removed 1 1 01 NOV99 01 NOV99 I LP reshores removed ; <br />__ __._-_..__-_. __ . _ .. _ _ .- <br /> , r <br /> <br />~, <br />A; Th <br />, ~, ~ .p.a:.r . ~ ~ 4n~ <br />ird L'evel:~'ou <br /> <br />~ p „V~ 4 <br />. <br />;~ ~~~ i .~ ~ e~v» .. <br />. <br />"'" ~ <br /> 4 . <br />3200 . <br />form slab 8 0 31AUG99 A 17SEP99 A form slab <br /> ~ 3210 rebar/tendons 7 1 13SEP99 A 21SEP99 rebarfte~do~s <br /> , 3220 mechanical/electrical 2 1 20SEP99 A 21 SEP99 + mechanicaUelectrical <br /> ~ 3230 pour slab 1 1 22SEP99 22SEP99 pour slab <br /> 3240 stress tendons 1 1 25SEP99 ' 25SEP99 1g stress tendons <br /> 3250 strip fortns 8 8 27SEP99 060CT99 ~ strip forms <br /> 3260 frp columns 4 4 23SEP99 28SEP99 frp columns <br /> 3270 frp shear walls 5 5 23SEP99 29SEP99 frp shear walls <br />~ <br /> -- OwOw ItSEP99 <br />RunUW 1JSEP90 <br />' <br /> sr,n au i snuaea <br />Mustmunaro <br /> Pence/Kelly Construction, If1C. P menDw Y1 <br />O P' v~n S~Iam~. Inc. ~ <br />
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