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w <br />Act ~ Descriptlon <br />ID i <br />~ 2770 ~ reshores removed <br />GA - Ground Level.;Pour'A2. ~,.. ~t~' <br />2800 <br />2810 . <br />2815 ~ <br />2820 i form slab <br />rebar/tendons __ <br />form depressed slab areas <br />mechanical/electrical <br />2830 ~ pour slab _ <br />2840 ' <br />2850 . stress tendons <br />strip forms <br />2860 frp columns <br />2870 frp west shear wall <br />2880 ' reshores removed <br />GB -. Ground Level Pour B.:; r ~- ~ <br />2900 I form slab <br />2910 I rebar/tendons <br />2915 I form depressed slab areas <br />2920 mechanical/electrical <br />2930 pour siab <br />2935 ' bearing cmu walls <br />2940 ' stress tendons <br />2950 '~ stri forms <br />2960 ~ frp columns <br />2970 j frp east shear wall <br />2981 I reshores removed <br />~2A - Second Level'Pour Aa~~ ~~.. ::+ <br />3000 form slab <br />3010 ; rebadtendons <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 />F2B~~;;;Second Leve `Pour:B ~~' ~ ~~: <br />3100 form slab <br />3110 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 />. <br />3A~ = Th reshores removed <br />:~ . <br />ird Level Pour A : ~~:; <br />3200 form slab <br />3210 rebar/tendons <br />3220 mechanical/electrical <br />3230 pour slab <br />3240 stress tendons <br />325Q strip forms <br />3260 frp columns <br />3270 frp shear walls <br />Orig Rem . Early i Early AUG SEP1999 OCT 0 <br />Dur Dur ', Start ~ Finish g~~ 6 3; 0 6 13_ 0 7 04 11 _ 18 5 1 <br />~ ~ <br />1; 1 03SEP99 03SEP99 B reshores removed <br />t ,. '~'t''y.'y <br />~r <br />7~, 0 09JUL99 A'20JUL99 A <br />. . _ ~ --- - <br />4' 0 19JUL99 A,27JUL99 A{rtendons <br />+- - ~ <br />2' 0 27JUL99 A~28JU199 A tlepressed slab areas <br />. . _. --- I . ~ <br />_3~ 0 26JUL99A 28JU~99A~nical/electrical <br />_ 1', 0.29JUL99 A 29JUL99 A slab I <br />1'~ 0 03AUG99 A'~03AUG99 A'ress tendons <br />- ------- - -- ~ <br />5! 0 03AUG99 A j 09AUG99 A strip forms <br />- - - --- --~- ~ <br />3 i 0 03AUG99 A' 06AUG99 A p columns <br />--+ -- - - ~ <br />-6~-- 0~30JUL99 A:09AUG99 A frp west shear wall <br />1'~ 1 28SEP99 ' 28SEP99 1g reshores removed <br />nf <br />~ <br />7~ 0 19JUL99 A! 28JUL99 A slab <br />4 ~ 0 27JUL99 A~04AUG99 A~ebar/te~ dons <br />2 0 04AUG99 A 05A 9GU 9 A orm de~ressed slab areas <br />3 0 02AUG99 A 05AUG99 A echanical/electrical <br />1 0 O6AUG99 A: 06AUG99 A our slab <br />10 j 1 10AUG99 A! 24AUG99 ~ bearing cmu walls <br />1 0 09AUG99 A', 09AUG99 A stress tendons <br />5 0' 10AUG99 A 16AUG99 A strip forms <br />4 0' 10AUG99 A 13AUG99 A frp columns <br />5 0' 10AUG99 A',16AUG99 A frp east shear wall <br />1 ~ 1 OSOCT99 i 080CT99 Lg reshores remo~ <br />,ti - . _ ..--~;j2t~~',y°!._ <br />9 0' 29JUL99 A~i 16AUG99 A form slab <br />5 O I 16AUG99 A; 23AUG99 A rebar/tendons <br />1 0 20AUG99 A' 23AUG99 A mechanical/electrical <br />1 <br />I 0~, 24AUG99 A'I 24AUG99 A pour slab <br />1 1~ 28AUG99 ' 28AUG99 ' ~ stress tendons <br />9 9130AUG99 10SEP99 L~7 strip forms <br />6 6'24AUG99 31AUG99 frpcolumns <br />6 6 j 25AUG99 A 31AUG99 frp shear walls <br />1 1 200CT99 200CT99 <br />. <br />- - 1g reshore <br />-- - -- ---- <br />.., .. <br />."~ ~ - . ~ . <br />~, <br />~~.~4 ri . ; .: <br />a, ., <br />A L.~ h~(Y <br />~ <br />~a ;~ <br />8 5' 16AUG99 A 30AUG99 form slab <br />8 8 27AUG99 OSSEP99 A rebar/tendons <br />2 2;07SEP99 08SEP99 ~mechanicallelectrical <br />1 1 09SEP99 09SEP99 ~ pour slab <br />1 1 13SEP99 ' 13SEP99 ~ stress tendons <br />8 8~ 14SEP99 23SEP99 ~ strip forms <br />6 6 10SEP99 17SEP99 A frp columns <br />5 5 ~ 10SEP99 16SEP99 ~7 frp shear walls <br />1 1 i 01 NOV99 <br />~ ft, - :. -~k'~s <br /> <br />~,,, 01 NOV99 <br />~: • <br /> <br />'` ~. _ 8 <br /> <br />_- - _ <br />_ _ <br />8 8 31AUG99 10SEP99 ~7fortn sfab <br />7 7 13SEP99 21SEP99 ~rebar/tendons <br />2 2; 20SEP99 21SEP99 Q7mechanical/electrical <br />1 1 22SEP99 22SEP99 19 pour slab <br />1 1, 27SEP99 27SEP99 l~ stress tendons <br />8 8 SEP99 070CT99 C~7 strip forms <br />4 <br />6 2 <br />6t SEP99 <br />23SEP99 28SEP99 <br />30SEP99 ~7 frp columns <br />~7 frp shear wails <br />Pence/Kelly Construction, Inc. <br />