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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 />A <br />t <br /> <br />O <br />i --_ <br /> <br />R -- __ <br /> <br />E <br />l <br />1999 <br /> c <br />iD Descriptfon r <br />g <br />Dur em <br />Dur ar <br />y <br />Start Early <br />Finlsh S EP OCT NOV DEC <br /> <br /> <br />:~ <br /> <br />: <br />' <br />, <br />3280 ; reshores removed <br />36f=; Third; ~Le e ~ B <br /> <br />3300 form slab <br />-- -- <br />- - ~ <br /> <br />3310 rebar/tendons I <br />3320 __ } mechanical/electncal <br />1 1 11 NOV99 11 NOV99 <br /> <br />:~~ ~~ .~'" <br />~, , ' <br />6 3 16SEP99 A 23SEP99 <br /> <br /> <br />6 6 <br />- j- - -. .~ <br />1 1 101 OCT99 ~ 01 OCT99 ~3 0 7 4 11 18 5,01 8 15 2 9 p6 <br />L~ reshores remo' <br /> <br /> <br />form slab ' <br />~ <br />. . I <br />~ mechan aUelectncal ~ <br />' 3330 , pour slab 1 1~ <br />-- 040CT99 <br />- 040CT99 17 pour slab ; <br /> <br />~ <br />3340 _~stress tendons <br />1 ~ <br />_1 - <br />- -- _ - <br />~070CT99 <br />070CT99 <br />B stress tendons <br /> 3350 ~ strip forms 6 6} 080CT99 <br />j 150CT99 d~J strip forms <br /> <br /> <br />± 3360 Tfrpcolumns <br /> <br />3370 Jfrp shear walls ~ 4 <br /> <br />5 _ <br />4!050CT99 C080CT99 <br />-~-- <br />5 050CT99 ~ 11 OCT99 ~frpcolumns <br /> <br />4~J frp shear walis i <br /> <br />: 3380 <br />4A = Fo reshores removed ~ <br />rthf LevelFPour A~, . <br /> <br />M 1 1~19NOV99 T19NOV99 <br />~'~:7 ; ' ' <br />y LQ reshores <br />~ <br /> 3400 ~ form slab <br />~ 8 8 24SEP99 050CT99 A form slab ~ <br />I <br /> 3410 ; rebar/tendons j 7 7 050CT99 130CT99 A rebar/tendons i <br /> 3420 mechanical/electrical 1 1 130CT99 130CT99 ~ mechanical/electrical <br /> 3430 pour slab 1 1 140CT99 140CT99 ~ pour slab <br />• 3440 stress tendons 1 1 190CT99 190CT99 1Y stress tendons <br />- 3450 strip forms 8 8 200CT99 290CT99 ~I strip forms <br /> 3460 frp columns ~ 4 4 150CT99 200CT99 A frp columns <br />~ 3470 frp shear walls 5 5 150CT99 21 OCT99 ~7 frp shear walls <br /> <br /> <br /># 3480 reshores removed <br />,. . <br />4B. Forth"Le.vel=Pour.~6~~ ~ <br />.~ 1 1 <br /> <br />' ~. ~ 08DEC99 <br /> <br />~' ` 08DEC99 <br /> <br />-~,~ <br />--- 19 <br />-_ __ _ .. - ---- - _ <br />, 3500 form slab 6 6 070CT99 140CT99 ~7 form slab <br />': 3510 rebar/tendons 6 6 150CT99 220CT99 ~ rebar/tendons <br />'- 3520 mechanical/electrical 1 1 250CT99 250CT99 1Y mechanical/electrical <br />, 3530 pour slab 1 1 260CT99 260CT99 L4 pour slab <br /> 3540 stress tendons 1 1 290CT99 290CT99 L4 stress tendons ~ <br />' 3550 strip forms 6 6 01 NOV99 08NOV99 ~7 strip forms <br /> 3560 frp columns 4 4 270CT99 01 NOV99 ~J frp columns <br />~ 3570 frp shear walis 5 5 270CT99 02NOV99 ~ frp shear walis <br />f <br />_ 3580 <br /> <br />A - Fif <br />3600 reshores removed <br /> <br />th-Level~ our <br />form slab 1 <br /> <br /> <br />8 1 <br /> <br />~Y <br />8 20DEC99 <br /> <br />~~~~~~'~` <br />180CT99 20DEC99 <br /> <br />~ <br />270CT99 <br />-- <br />-_ - _ - -- -- --- -- <br /> <br />A form slab <br /> 3610 rebar/tendons 7 7 270CT99 04NOV99 A rebadtendons <br /> 3620 mechanical/electrical 1 1 04NOV99 04NOV99 ~ mechanical/electri <br /> 3630 pour slab 1 1 05NOV99 05NOV99 ~ pour slab <br />, 3640 stress tendons 1 1 10NOV99 10NOV99 Lp stress tendons <br /> 3650 strip forms 8 8 11 NOV99 22NOV99 ~7 strip for <br />' 3660 frp columns 4 4 08NOV99 11 NOV99 A frp columns <br /> 3670 frp shear walls 5 5 08NOV99 12NOV99 ~ frp shear wall ' <br />3680 <br /> <br />"6B `Fift reshores removed <br />. <br />h L'evel Pour B ~ 1 1 21 DEC99 21 DEC99 <br /> <br />~;,:~; ~..~ ° ' ~ - <br />-- <br />_-- - __ <br />~' 3700 form slab 6 6 290CT99 05NOV99 ~7 form slab i <br />~ 3710 rebadtendons 6 6 08NOV99 15NOV99 ~7 rebar/tendo <br />3720 mechanical/electrical 1 1 15NOV99 15NOV99 Lq mechanical/ <br />' 3730 pour slab 1 1 15NOV99 15NOV99 1g pour slab <br />; 3740 stress tendons 1 1 18NOV99 18NOV99 LQ stress te <br /> <br />3750 <br />strip forms <br />6 <br />6 <br />19NOV99 <br />30NOV99 ~ <br />~7 stn <br />~ 3760 frp columns 4 4 16NOV99 19NOV99 ~J frp colum <br />~ 3770 frp shear walls 5 5 16NOV99 22NOV99 ~7 frp shea <br />3780 reshores removed <br />.. : ,. <br />~RA = Roof, Level~ our , 1 1 22DEC99 22DEC99 <br /> <br />, :~' . } W t~`l~`~> <br />k 3800 form slab 9 9 09NOV99 19NOV99 A form slab <br />- omaw i~sevse <br />RunGab T7SEP98 <br /> <br />Pence/Kelly Construction <br />Inc S1rtGM 1SMAR8Y <br />"w•~""~^a~• <br />, <br />. V rM~rtiDM ~A <br />O Cmrwn S Nm~. InC. <br />
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