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<br /> <br /> <br />~ _ , _- - __-- <br />Act i Descrlption <br />' ID i <br />_ _--- <br />2770 ~ reshores removed <br />~,,, GA - Ground Level P,ou~ i42~ <br />'--~-.~~_ h.. ~ ~~ <br /> ; <br /> <br />; <br /> <br />~ <br />, <br />~~ <br />~ <br />~ 2800 ! form slab <br />_ - _ . _ ----- <br />2810 _~'rebar/tendons <br />~ -- ---- -- <br />2815 ! form depressed slab areas <br />2820 ~mechanical/electrical <br />2830 pour slab <br />2840 rstress tendons <br /> 2850 ~strip forms <br />2860 '~ frp columns <br /> 2870 ~, frp west shear wall <br /> 2880 ~ reshores removed <br /> GB - Ground Levef.P,ou`r~B`;~`, <br /> 2900 ' form slab <br /> 2910 i rebar/tendons <br /> 2915 I form depressed slab areas <br /> ' 2920 mechanical/etectrical <br /> ~ 2930 ~ pour slab <br /> ; 2935 bearing cmu walis <br /> ' 2940 I stress tendons <br /> ~; 2950 ~ stri forms <br /> ~~~ 2960 ~ frp columns <br /> ~~ 2970 frp east shear wall <br /> .~ <br />t. 2981 I reshores removed <br />_.`_. -- ~ . ... _,_:',.b~`.,<..i'_~k-~Si~riss....d-.ve:.;:s• <br />3000 ~form slab <br />3010 rebar/tendons <br />3020 mechanical/electrical <br />3030 pour slab <br />3040 stress tendons <br />~3050 ! s~trip forms <br />3060 ~ frp columns <br />3070 frp shear walls <br />3080 reshores removed <br />3100 form slab <br />3110 rebar/tendons <br />3120 i mechanical/electrical <br />3130 i pour slab <br />3140 stress tendons <br />3150 strip forms <br />3160 frp columns <br />3170 frp shear walis <br />3180 reshores removed <br />3200 I form slab 8 <br />3210 rebar/tendons 7 <br />3220 mechanical/electrical 2 <br />3230 pour siab 1 <br />3240 <br />3250 Cstress tendons <br />strip forms 1 <br />8 <br />3260 frp columns 4 <br />3270 frp shear walls 6 <br /> <br /> <br /> <br />- ___ _ <br />Orig <br />Dur <br /> <br />1 _ <br />Rem <br />Dur <br /> <br />1 _ --- - ___-- <br />Early ~ Early <br />Start Finish <br />~ - - <br />15SEP99 15SEP99 <br />~ y <br />~~ M ~ p ~yt .l(t~ <br />1°rl '.Y9 ~ <br />~ ~ ti~:~1'~ . ~;j. <br /> 7 0 09JUL99 A 20JUL99 A <br />- -- <br />4 <br />0 - _ . . , ---- <br />19JUL99 A 27JUL99 A <br />-- -- <br />2 -- <br />0' <br />~ - -- ----- <br />27JUL99 A 28JUL99 A ~ <br />----- <br /> <br />3 <br /> <br />0 . <br />-- _ _- - <br />26JUL99 A 28JUL99 A e <br /> 1 0 29JUL99 A~29JUL99 A <br /> 1 0 03AUG99 A 03AUG99 A~ <br /> <br />5 -- - <br />0 ----- -_ _ <br />03AUG99 A 09AUG99 A r <br /> 3~ 0; 03AUG99 A O6AUG99 A <br /> 6 0 30JUL99 A 09AUG99 A st <br /> 1 1 29SEP99 29SEP99 <br />~ . b ?~'~!~`. _ ~ ... r ! l.' ,+, <br />1 1 080CT99 ' 080CT99 1~ reshores removed <br />.. ..__.__.... __-_._..._ _._._. ..._ <br />,~'~'7 ~ _- _.__. _ <br />43 <br />9f ~''. i -c yarkYi <br />9 0 29JUL99 A 16AUG99 A slab <br />1999 <br />1~ SEP OCT NOV <br />s~~_.p673~ 7 4_11_18--5 ~ _$.;15 <br />~7 reshores removed <br />I slab areas <br />;trical <br />~~S ~ <br />~s <br />I <br />is <br />shear wa I <br />!~ reshores removed <br />C • ~ ~ . .. ~ ~ 1rf~y ~-;,". <br />Y' <br />7 0 19JUL99 A 28JUL99 A <br />4 0 27JU~99 A'~ 04AUG99 A o ns <br />2 0 04AUG99 A' 05AUG99 A e ssed slab areas <br />3 0 02AUG99 A' 05AUG99 A I/electrical <br />1 0 O6AUG99 A' 06AUG99 A I <br />10 0 10AUG99 A 30AUG99 A bearin cmu walls <br />1 0 09AUG99 A 09AUG99 A 4e ndons <br />5 0 10AUG99 A 16AUG99 A forms <br />4 0 10AUG99 A 13AUG99 A l umns <br />5 0 10AUG99 A 16AUG99 A e ast shear wall <br />51 0116AUG99 A' 23AUG99 A f rebar/tendons <br /> <br />1 - <br />0 ~ <br />20AUG99 A' 23AUG99 A m ~ <br />echanical/electrical <br />1 0 24AUG99 A i 24AUG99 A p our slab I <br />1 0 28AUG99 A' 28AUG99 A L Q stress tendons <br />9 0 31AUG99 A~ 08SEP99 A ~ strip forms <br />6 0 25AUG99 A~ 31AUG99 A frp columns <br /> <br />6 <br />0 <br />25AUG99 A', 31AUG99 A ~ <br />frp shear walis <br />1 j 1 I 210CT99 ; 210CT99 8 reshores remo~ <br />4 ~,s ~ ~ I <br />8 0 16AUG99 A i 31AUG99 A form slab <br /> <br />8 <br />0 <br />27AUG99 A; 09SEP99 A ~ <br />~ rebar/tendons <br />2 0 08SEP99 A 09SEP99 A a7 mechanicai/electrical <br /> <br />1 <br />0 I <br />10SEP99 A;10SEP99 A , <br />1g pour slab <br />1 2 15SEP99 A' 16SEP99 stress tendons <br />8 8 17SEP99 128SEP99 strip forms <br />6 2 13SEP99 A;16SEP99 frp columns <br />5 3 13SEP99 A i 17SEP99 frp shear walls <br />1 <br />1 O1 NOV99 j 01 NOV99 <br />'~ `'~ ~.~ ~~. <br />3 31AUG99 A 17SEP99 <br />6 13SEP99 A 22SEP99 <br />2 21SEP99 22SEP99 <br />1 23SEP99 23SEP99 <br />1 28SEP99 I 28SEP99 <br />8 29SEP99 ! 080CT99 <br />4 24SEP99 29SEP99 <br />6 24SEP99 010C 9T 9 <br />L4 reshores <br />form slab <br />rebar/tendons <br />~ mechanical/electrical <br />~ pour slab <br />LQ stress tendons <br />~ strip forms <br />A frp columns <br />~7 frp shear walls <br />Pence/Kelly Construction, Inc. <br />