My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Submittal Log - Pence Kelly
>
CS_Courthouse Square
>
Submittal Log - Pence Kelly
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/19/2012 4:27:09 PM
Creation date
8/16/2011 10:56:24 AM
Metadata
Fields
Template:
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
91
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
- -- __ --~ <br />~ ~999 - - - <br /> Act <br />Descriptlon Orl Rem <br />9 Earl <br />Earl <br />~' <br />~~~ <br />AUG SEP <br /> ID <br /> <br />3280 <br />T=:;Th <br />Y <br />_ __ _ _ _ _ __ <br />reshores removed <br />ird LeVeI;F'o <br />+ Flnl h <br />Our Start <br />Du <br />~ <br />. _ ---- <br />1'~ 1 290CT99 290CT99 <br />d~`~° ~,t, ~;~~~ <br />; `x 12 19 <br />- - - 6 02 09 16 _ 3_. 0 6 13_ 20 ; <br />- -- - ~ <br /> <br />I <br /> ~ __ <br /> <br />3300 <br />3310 <br /> <br />form slab <br />rebar/tendons 6 03SEP99 10SEP99 <br /> <br />6 ~ <br />4' 4 13SEP99 16SEP99 <br />+ . __ ~ form sl~I <br />~ reb2 <br /> <br />, <br /> --__ <br />' 3320 __ <br />mechanical/electncal <br />-- -- 1 1 I 16SEP99 16SEP99 <br />- _ _ . _ <br />- - 4 - m med <br /> -- <br />3330 pour slab I <br />1; 1 17SEP99 17SEP99 L`7 po~ <br /> _ <br />j 3340 <br />(~ _-_ _ <br />stress tendons <br />_ -____ . .-- 1', 1~I 22SEP99 22SEP99 <br />~.. .. .. _i. ___... -_.__'-__ LV ~ <br /> 3350 <br /> <br /> <br />, strip forms _ <br /> <br />- <br />23SEP99 30SEP99 <br />_ _6, 6' <br />, __ <br />~ <br /> _ <br />' 3360 <br />, 3370 frp columns <br />frpshearwalls 3 3I20SEP99 22SEP99 <br />5; 5 20SEP99 ~24SEP99 <br />~ ~71 <br />~? <br /> ~~ 3380 reshores removed 04NOV99 <br />1' 1 04NOV99 ~ <br /> ~4A =, Fo <br /> <br />. rth Level .our ~-,,' ~ ~ :~k~;~ ~':~ ' `., ~ ; x-- <br />.~ ~ t ~- <br />.. . . .: _ . ~ <br /> 3400 form slab 8 8 14SEP99 23SEP99 A!. <br /> - 3410 <br />.3420 rebar/tendons <br />mechanical/electrical 6 j <br />2 _ 6 <br />2~ 24SEP99 01 OCT99 <br />30SEP99 010CT99 ~ <br />i <br /> ~, 3430 pour slab 1' 1 040CT99 040CT99 ~ <br /> ; 3440 <br />` stress tendons 1 1 070CT99 070CT99 i <br /> 3450 <br />' strip forms 8 j 8 080CT99 190CT99 <br /> 4 3460 frp columns 2 ~ 2 050CT99 060CT99 <br /> ~' 3470 frp shear walls 61 6 050CT99 120CT99 <br /> g 3480 <br />. <br /> <br />4B ~ Fo reshores removed <br /> <br />. <br />;. _ . , . <br />rth Leve',I~Pou ~' '~~` <br />' ' 1 1 <br /> <br /> <br />~``~ ~ ~ <br />.:S' 4-~ x. 19NOV99 19NOV99 <br /> <br /> <br />~ ~`` -:_ ~'~.: <br />~'~"'~"~ ,-F <br />- _ <br />- ---- - <br /> <br /> <br />I <br /> ._ 3500 form slab 6 ~ 61 24SEP99 01 OCT99 ~ <br /> '; 3510 rebar/tendons 4 4~ 040CT99 070CT99 ~ <br /> +; 3520 <br /> <br />Y mechanical/electrical 1 1 060CT99 060CT99 ~ <br />i <br /> ' <br />3530 pour slab 1! 1 070CT99 070CT99 I <br /> ` 3540 stress tendons 1' 1 120CT99 120CT99 . <br /> _ 3550 strip forms 6~ 6 130CT99 200CT99 I <br /> -. 3560 frp columns 3 ~ 3 ~ 080CT99 ,120CT99 <br /> ;= 3570 frp shear walls 5 5' 080CT99 140CT99 <br /> - 3580 <br />_ <br />A =~Fif reshores removed <br />, x . ; <br />th.Levelz~ou 1 1~ <br />; <br />~. " <br />~S -:-r. . 01 DEC99 ! 01 DEC99 <br />_ <br />~~~ ~`~-~ <br />~r I .. ~ . <br />_ _- <br />--- _- -- --- _ <br /> 3600 form slab 8 8 050CT99 1140CT99 <br /> 3610 rebadtendons 6 6 150CT99 j 220CT99 <br /> ~ 3620 mechanical/electrical 2 2 21 OCT99 ~ 220CT99 <br /> . 3630 pour slab 1 1 250CT99 I 250CT99 <br /> '' 3640 stress tendons 1 1 280CT99 ~ 280CT99 <br /> 3650 strip forms 8 8 290CT99 ! 09NOV99 <br /> ~ 3660 frp columns 3 3 260CT99 i 280CT99 <br /> 3670 frp shear walis 6, 6 260CT99 ~ 02NOV99 <br /> 3680 <br /> <br />56.-'Fift reshores removed <br />. <br />h Leve : Po 1 1 <br /> <br /> <br />~ <br />~~~` <br />u 02DEC99 102DEC99 <br /> <br /> <br />~~ <br />~ ~~'' ' <br />_-- <br />__ _ _ _ _ <br /> <br />, <br /> ~ 3700 form slab 6 6 150CT99 i 220CT99 <br /> ~ 3710 rebar/tendons 4 4 250CT99 ' 280CT99 <br /> ~ 3720 mechanical/electrical 2 2 270CT99 'i 280CT99 <br /> 3730 pour slab 1 1 290CT99 ~ 290CT99 <br /> 3740 stress tendons 1 1 ~3NOV99 ~ 03NDV99 <br /> 3750 strip forms 6 6 04NOV99 ~ 11 NOV99 <br /> , 3760 frp columns 3 3 01 NOV99 j 03NOV99 <br /> 4 3770 frp shear walls 5 5 01 NOV99 ~ 05NOV99 <br /> ' 3780 reshores removed 1 1 03DEC99 ~, 03DEC99 <br /> ~.~RA -' Roof Level ~Pour ~ x =*,~~~ ~ :~ ~ ' ~: _ ' <br /> ~ <br /> --- Dal~ Eals 27JU199 <br />Run Ea~e 29.IUL99 <br /> I ~ <br />~ i <br />Pence/Kelly Construction, Inc. S1ar~ aata 1 SA4AR99 <br />""~~~"^~"°°'°- <br />P nurMer IA <br />O Prurovan Sysiem+. i~ <br />
The URL can be used to link to this page
Your browser does not support the video tag.