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Act <br /> <br />ID <br /> <br />2770 ! <br />Description <br /> <br />_ _ - -- -_ _ _- -- _ _ _ <br />reshores removed Orig <br /> <br />Dur <br /> <br />1 Rem <br /> <br />Dur <br /> <br />1 Early , Eariy <br />, Finish <br />Start <br />. - - --- <br />03SEP99 03SEP99 <br /> <br />GA.,=.Ground .Le"ve ~Po~ A2~~ , .,;``~ {~;~~?~,~ ~ <br />~ ~fi"~~~„. ~a" ~`'' <br />2800 f <br />_ <br />2810 I <br /> <br />2815 <br />- <br />~ form slab <br />_ _- - - -_ -- - <br />rebar/tendons <br />_ _- -- --- --- - --- ---- <br />form depressed slab areas <br />- - - <br />- 7 <br />--- <br />4 <br />-- <br />2 0 <br />-- <br />0 <br /> <br />2 <br />_ 09JUL99 A 20JUL99 A <br />- -. . ._- <br />19JUL99 A 27JUL99 A <br />_ _ _-- <br />27JUL99 A 28JUL99 <br />- <br />2820 <br />-- -- -- <br />- <br />mechanical/electrical <br />_- - --- -- -- <br />3 - <br />2 <br />--- - - _ - - <br />26JUL99 A 28JUL99 <br /> <br />2830 <br />. <br />pourslab <br />1 <br />1 - _ ___ _ ~ _ <br />29JU199 29JUL99 <br />---- _ <br />------- <br />2840 ~ stress tendons <br />- -~- - <br />2850 ! strip forms <br />1 <br /> <br />5 ---- <br />1 <br />-- <br />5 --- ----_ - <br />03AUG99 03AUG99 <br />--------- <br />04AUG99 10AUG99 <br />2860 ~frp columns <br />2870 ~rp west shear wall 3 <br />6 3 <br />6 30JUL99 ~03AUG99 <br />30JUL99 <br />06AUG99 <br />2880 j reshores removed 1 1 _ J <br />17SEP99 17SEP99 <br />$ ~~~, k 9 ~~~.'S~r ~ ~ ~ ~ - {' t. ~"` `~ 1. £?. . <br />G6 -:Ground Level Pour B~9.~~~~t. ~ ~ ,~ <br />2900 ~form slab 7 2 19JUL99 A 28JUL99 <br />2910 rebar/tendons 4 4 27JUL99 A 03AUG99 <br />2915 Iform depressed slab areas 2 2 03AUG99 04AUG99 <br />2920 I mechanical/electrical 3 3 03AUG99 05AUG99 <br />2930 pour slab 1 1 06AUG99 06AUG99 <br />2935 ! bearing cmu walis 8 8 09AUG99 18AUG99 <br />2940 ~stresstendons 1 1 11AUG99 11AUG99 <br />2950 I strip forms 5 5 12AUG99 i 18AUG99 <br />2960 ~frp columns 3 3 09AUG99 11AUG99 <br />2970 ~frp east shear wali 5 5 09AUG99 13AUG99 <br />2981 ~ reshores removed 1 1 23SEP99 ~ 23SEP99 <br />. , _ .: , _._ <br />qA':~i'"!~_~~~J ~:~"~z Y~~r1.~:... A'^~.~+'Y~~.~i.~'..,~t'~}.:_ .~a;~''?e <br />. ,~ ~ _ ~ <br />',. :.. ~..e~.. <br />3000 ~form slab 9 9 29JUL99 10AUG99 <br />3010 jrebar/tendons 5 5 11AUG99 17AUG99 <br />3020 ~ mechanical/electrical 1 1 18AUG99 ',18AUG99 <br />3030 ! pour slab 1 1 19AUG99 ;19AUG99 <br />3040 stress tendons 1 1 24AUG99 ~ 24AUG99 <br />3050 strip forms 9 9 25AUG99 i 06SEP99 <br />3060 frp columns 3 3 20AUG99 24AUG99 <br />3070 frp shear walls 6 6 20AUG99 I 27AUG99 <br />3080 ~ reshores removed 1 1 080CT99 OSOCT99 <br />1999 <br />JUL AUG SEP <br />12 19_ 6 02~ 16 3 0~06 113~j20 <br />~ !~J reshores ren <br />form slab <br />~ rebar/tendons <br />form depressed slab areas <br />mechanical/electrical <br />B pour slab <br />0 stress tendons <br />~ strip forms <br />~J frp columns <br />~7 frp west shear wall <br />m <br />~ ~~~' ~~ ~ ~~tr~ u x< e~mrn:,9?u~. F ir,s:~ y:..v <br />~ 3100 form slab 8~ 8 12AUG99 ~ 23AUG99 <br />' 3110 rebar/tendons 7 7 24AUG99 01SEP99 <br />~, 3120 mechanical/electrical 2 2 30AUG99 31AUG99 <br />y <br />3130 pourslab 1 1 01SEP99 01SEP99 <br />;' 3140 stress tendons 1 1 O6SEP99 ~ 06SEP99 <br />~ 3150 strip forms 8 8 07SEP99 16SEP99 <br />~ 3160 frp columns 3 3 02SEP99 O6SEP99 <br />~ 3170 frp shear walls 5 5 02SEP99 ; 08SEP99 <br />y 3180 reshores removed 1 1 130CT99 130CT99 <br />~~3A`~=_Thir`ci Level~P~ou,~. ~', £' r ~~~~~4 `~ ~ ~ <br />: 3200 form slab 8 8 24AUG99 02SEP99 <br />?j 3210 rebar/tendons 6 6 03SEP99 10SEP99 <br />t 3220 mechanical/electrical 2 2 09SEP99 10SEP99 <br />` 3230 pour siab 1 1 13SEP99 13SEP99 <br />3240 stress tendons 1 1 16SEP99 16SEP99 <br />3250 _ strip forms 8_ 8 17SEP99 28SEP99 <br />`: 3260 frp columns 3 3 14SEP99 16SEP99 <br />- --~-- - <br />3270 ~frpshearwalls 6 6 14SEP99 21SEP99 <br />I i ~, Pence/Kelly Construction, Inc. <br />~ <br />form slab <br />~ rebar/tendons <br />Q7 form depressed slab areas <br />A mechanical/electrical <br />~ pour slab <br />A bearing cmu walls <br />~ stress tendons <br />A strip forms <br />~7 frp columns <br />6~7 frp east shear wall <br />~ form slab <br />~ rebar/tendons <br />~ mechanical/electrical <br />B pour slab <br />~ stress tendons <br />~ strip form: <br />~7 frp columns <br />~7 frp shear walls <br />~ form slab <br />~7 rebar/ten~ <br />47 mechanic, <br />B pour slab <br />[y stress <br />~7 <br />~7 frp col <br />~7 frp st <br />A fam slab <br />A rebar/t <br />~ mecha <br />~ pour <br />B stn <br />~7 frp <br />A <br />