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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 Description <br />~ iD <br />2770 reshores removed <br />GA - Groun"d Level;' : o r. tti~ <br />---- - -- - - - ------ <br />Orig Rem I Early Early <br />Dur Dur Start Finish - <br />1 1 03SEP99 03SEP99 <br />~P r:~~ n(~>{r. ' ~3 <br />~! ^!1'e _ T, H ~I ~•~ ` H?II~ S~ $~,'`; <br />-- - _ -__ <br />1999 , <br />Total JUL AUG SEP _ <br />Float ~ 9 6[02 j09 16 3~.i' 0,~6 ~3 ~ <br />azd <br />2800 form slab 7 0; 09JUL99 A i 20JUL99 A <br />- - - - <br />2810 I rebar/tendons __ <br />4 -- - <br />0~ 19JUL99 A 27JUL99 A <br />. - <br />-- j -- -- --- -- -- I _ _ _ _ <br />---- <br />~ <br />2815 form depressed slab areas 2 0 <br />~ 28JUL99 A <br />27JUL99 A <br />-- - _ - <br />~ <br />, mechanical/electrical I <br />2820 ' <br /> <br />3 <br /> <br />0 <br />26JUL99 A 28JUL99 A <br />i <br />_-_- - - <br />2830 i pour slab ___~ <br />--- - <br />_ 1 _ <br />0 -- f --- <br />29JUL99 A 29JUL99 A~ <br /> <br />~ <br />-, <br />2840 'stress tendons ~ <br />--- 1 <br />~- 0 f <br />- - 03AUG99 A <br />03AUG99 A <br />~- --- t- - <br />2850 stripforms I 5 5; 05AUG99 11AUG99 4d <br /> <br />2860 ~frpcolumns <br />- <br />3 <br />,- ---r------}-... <br />1'03AUG99A 05AUG99 <br />- - ~- ------- - <br />~ _1d <br />2870 j frp west shear wall 6 1~~ 30JUL99 A j 05AUG99 1 d <br />2880 reshores removed , 1 1t16SEP99 16SEP99 34d <br />GB = Ground Level;P,o~r~B <br />2900 ~ form slab <br />2910 i rebar/tendons <br />2915 form depressed slab areas <br />2920 mechanical/electrical <br />. 2930 I pour slab <br />2935 , bearing cmu walls <br />2940 ~ stress tendons <br />2950 stri forms <br />2960 frp columns <br />2970 ~ frp east shear wall <br />~ 2981 reshores removed <br />2A =:Second Level;`Pour A <br />r 3000 form slab <br />:3010 rebar/tendons <br />~ 3020 mechanical/electrical <br />: 3030 ~ pour slab <br />` 3040 stress tendons <br />~- 3050 j strip forms <br />-~ 3060 frp columns <br />3070 frp shear walls <br />' 3080 reshores removed <br />r : . ,~ ~ ~ r ~- ~ t ~ ~ jc~ ~-~..~: <br />t:: '- ~` .>,,.: _ , <br />` <br />I 7 0~19JUL99 A~28JUL99 A <br /> 4 0~ 27JUL99 A~ 04AUG99 A <br /> 2 1 04AUG99 A~ 05AUG99 0 <br /> 3 1 02AUG99 A, 05AUG99 0 <br />~ <br />i 1 1, 06AUG99 06AUG99 0 <br />~ 8 8; 09AUG99 i 18AUG99 0 <br /> 1 1; 09AUG99 1 09AUG99 1d <br /> 5 5 10AUG99 16AUG99 1d <br /> 3 3 09AUG99 11AUG99 0 <br />; 5 5 09AUG99 ' 13AUG99 0 <br />~ 1 1 23SEP99 23SEP99 30d <br />~{ ~N y ,..A~ <br /> <br />- f~ ~ ~ ~ -.:. ~~ ~ <br />y~. <br />+f« r.ic~ - - .r~.Y. ~ . <br />y~ <br />2"L~FZ:S~ <br /> 9 4 29JUL99 A, 10AUG99 0 <br /> 5 5 11AUG99 17AUG99 0 <br /> 1 1 18AUG99 18AUG99 0 <br /> 1 1 19AUG99 19AUG99 0 <br /> 1 1 24AUG99 j 24AUG99 6d <br /> 9 9 25AUG99 06SEP99 6d <br /> 3 3 20AUG99 24AUG99 2d <br /> 6 6 i 20AUG99 27AUG99 0 <br /> 1 1 1070CT99 070CT99 21d <br />~'L~ ~: JCl <br />' 3100 iV11Y LriYC~:i} -VM1,`Y:y <br />form slab <br />3110 j rebar/tendons <br />` 3120 mechanical/electrical <br />3130 pour slab <br />° 3140 stress tendons <br />3150 ~ strip forms <br />' 3160 ~ frp columns <br />3170 ~ frp shear walls <br />3180 <br />~3A~=°Th reshores removed <br />ird Level Po,: ,.,, <br />' 3200 form slab <br />' 3210 rebar/tendons <br /> 3220 mechanical/e~ectrical <br />~ 3230 pour stab <br /> 3240 stress tendons <br /> 3250 strip forms <br /> 3260 frp columns <br /> 3270 frp shear walls <br />I / <br />~ Pence/Kelly Construction, Inc. <br />_ _ __ _ <br />/.p reshores r <br />t7 form slab <br />~7 rebar/tendons <br />67 form depressed siab areas <br />L~/ mechanical/electrical <br />~ pour slab <br />LY stress tendons <br />strip forms <br />~L frp columns <br />~l frp west shear wall <br />U r <br />~ form slab <br />rebar/tendons <br />form depressed slab areas <br />mechanical/electrical <br />pour slab <br />A bearing cmu walls <br />~ stress tendons <br />~7 strip forms <br />A frp columns <br />A frp east shear wall <br />8 8~ 11AUG99 20AUG99 0 <br />7 7 23AUG99 31AUG99 0 <br />2 2 27AUG99 30AUG99 0 <br />1 1 31AUG99 31AUG99 0 <br />1 1 03SEP99 03SEP99 5d <br />8 8 06SEP99 15SEP99 5d <br />3 3 O1SEP99 03SEP99 1d <br />5 5 01SEP99 07SEP99 0 <br />1 1 120CT99 120CT99 96d <br />8 8 23AUG99 01SEP99 0 <br />6 6 02SEP99 09SEP99 0 <br />2 2 08SEP99 09SEP99 0 <br />1 1 10SEP99 10SEP99 0 <br />1 1 15SEP99 15SEP99 5d <br />8 8 16SEP99 27SEP99 5d <br />3 3 13SEP99 15SEP99 1d <br />6~ 6 13SEP99 20SEP99 0 <br />\ form slab <br />A rebar/tendons <br />~ mechanical/electric~ <br />~ pour slab <br />L7 stress tendons ~ <br />~ strip forr~ <br />6'~7 frp columns i <br />A frp shear wails <br />- _ __ : <br />A form slab ' <br />A rebar/tendoi <br />A mechanicalli <br />~ pour slab ' <br />B stress ten <br />~7 str <br />~7 frp columr <br />A frp she< <br />A fomi slab I <br />A rebar/1 <br />i <br />~ mech~ <br />~ <br />~ pour ; <br />L~7 str <br />~ <br />~J frH <br />A <br />Dals dale OSAUG99_ ~ <br />~_".~~~ nse~iroo <br />
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