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Act Description ID i 3280 ~ reshores removed 3B - Third Level Pourr,B ' ~;~~;? 3300 ' form slab 3310 - - ~rebar/tendons _ __ -- - 3320 - ~ mechanical/electrical . _ -- _-------- 3330 ~ pour slab 3340 --_ ~ stress tendons - - - _ 3350 r strip forms 3360 ; frp columns 3370 ; frp shear walls 3380 i reshores removed 4A ~- Forth Level Pour A"~ ,' ~` 3400 , form slab 3410 ', rebar/tendons 3420 I mechanical/electrical 3430 j pour slab 3440 I stress tendons 3450 ; strip forms 3460 I frp columns 3470 I frp shear walls 3480 ; reshores removed .4B - Forth Level.Pour~ B '~:£: ~ ~ 3500 ', form slab 3510 irebarltendons 3520 ! mechanical/electrical 3530 pour slab 3540 istresstendons ' 3550 ~, strip forms ' 3560 ', frp columns 3570 I frp shear walls 3580 , reshores removed SA = Fifth"Level~~Pour A~ ; 3600 ~ form slab 3610 rebar/tendons , 3620 , mechanical/electrical 3630-~pour slab ~ 3640 stress tendons , 3650 strip forms ~ 3660 frp columns 3670 I frp shear walls 3680 reshores removed ~ 3700 i form slab 3710 ~ rebarltendons 3720 i mechanical/electrical 3730 ~ pour slab '. 3740 ~stress tendons ' 3750 ; strip forms ' 3760 I frp columns r 3770 ~; frp shear walis 3780 ~ reshores removed M-'n• ~~RA =Roof Level Pour., Orig Rem ' Early Early SEP Dur Dur ~ Start i Finish ~ ~ 4 , _ . _. _- ~ 1 1 11 NOV99 11 NOV99 f ", ~'~.~! ~ .,d.~% {; ~ :~?.,, r' I 1999 OCT NOV DEC ' 11 18 ~5 1 8 15 ,22_ 9 06 13; 19 reshores removed 6 ~ 0 16SEP99 A~ 23SEP99 A fo rm slab ---1-_ . . _ _ _ 6~ 4 24SEP99A ~010CT99 ~ _ --- rebar/tendons _ _ • • - , ~, 1 ~ 1 01 OCT99 01 OCT99 . . --- _ L4 mechanical/electrical - . . _ , 1 1 040CT99 040CT99 ----; i ---- LY pour slab 2 2 070CT99 OSOCT99 47 stress tendons ~ 6 6 11 OCT99 '.180CT99 --- ~7 strip forms ---- r I 4 4' OSOCT99 ', 080CT99 ~ frp columns ~ 5 5 050CT99 i 110CT99 ~7 frp shear walls ~ 1 1 19NOV99 ~! 19NOV99 1Y reshores remc ~ 8 6 24SEP99 A~ 050CT99 form slab 7 7 050CT99 130CT99 A rebar/tendons ~ 1 1 130CT99 ~ 130CT99 ~ mechanicaUelectrical 1 1 140CT99 i ~40CT99 ~ pour slab 1 1 180CT99 '' 180CT99 14 stress tendons 8 8:190CT99 280CT99 ~ strip forms 4 4 150CT99 ~ 200CT99 A frp columns 5 5 150CT99 ~ 21 OCT99 ~7 frp shear walls 1 1 08DEC99 08DEC99 1g resf ~.,.. , ~;> - ~~ p 6 6 070CT99 i 140CT99 ~7 form slab 6 6 150CT99 220CT99 ~/ rebadtendons 1 1 250CT99 ~ 250CT99 L4 mechanicaUelectrical 1 1' 260CT99 ~ 260CT99 L4 pour slab 1 1 290CT99 290CT99 8 stress tendons 6 6' 01 NOV99 08NOV99 ~7 strip forms 4 4'270CT99 01NOV99 ~frpcolumns 5 5 I 270CT99 02NOV99 ~7 frp sliear walls I ~~' 1 ~~-~'; #~'?.i 8 1'~20DEC99 '` ` T.' ._ 3 ,. , y t , . - 8~,1 SOCT99 20DEC99 -=~ 270CT99 - ' =- - --- ------- ---. . ' A form slab i 7 7I270CT99 04NOV99 A rebar/tendons , 1 1' 04NOV99 04NOV99 ~ mechanical/electrical I 1 1 I 05NOV99 05NOV99 ~ pour slab ~ 1 1' 10NOV99 10NOV99 i L4 stress tendons 8 8~' 11 NOV99 22NOV99 ~7 strip forms I ~ 4 4' 08NOV99 11 NOV99 A frp columns i 5 5108NOV99 12NOV99 ~ frp shear walls i 1 1 21DEC99 21DEC99 . ..__ . . j'~ ~ ~Yfb ~ A :i5r{ ~ J1'~ ~ ~~~ ~ i 6 6~I 290CT99 ~ OSNOV99 ~l form slab ~ 6 6~, OSNOV99 I 15NOV99 ~ rebar/tendons , 1 1' 15NOV99 ;15NOV99 L9 mechanical/elec~ 1 1' 15NOV99 15NOV99 B pour slab 1 1! 18NOV99 18NOV99 L4 stress tendons 6 6 i 19NOV99 30NOV99 ~7 strip fora ' 4 4 16NOV99 19NOV99 , Q7 frp columns 5 5116NOV99 T22NOV99 ~7 frp shear wa; ~_ ~#~<, ~ 1 1, 22DEC99 f 220EC99 ~ .r ~d~~:. aF • ~ Pence/Kelly Construction, Inc.