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,r - -~ ---..._. . ~ __ _- -. -, --- ----_. .. _ <br /> <br />' <br />1999 <br /> Act Description Orig Rem <br />Early <br />D <br />I Early SEP OCT NOV DECi <br /> ID Dur ur <br />Start <br />1 Finlsh ~3 0 7 4 11 18 5 1 08 15 2 29 6 <br />- - <br /> 2770 _- -- --- -_ __ <br />reshores removed 1 0' 15SEP99 A --- <br />15SEP99 A L9 reshores removed ~ <br />. ,,, _,~ ,.,~ <br />~G~ : Ground: L~eye~~ o j w~,., ~ .~; ::~~ <br />:: , ...~ . <br />..k~~ <br /> 2800 Iform slab ~ 7 <br />-- - 1- -- <br />} -- -- <br />2810 I rebar/tendons + 4 <br />_ __ __ <br />2815 1form depressed slab areas 2 <br />2820 `mechanical/electrical __~__3 <br />~ 0', 09JUL99 A I <br />_ .--- - <br /> <br />0 19JUL99 A <br />_. - <br />0 27JUL99 A <br />0~26JUL99A ~ 20JUL99 A <br />- <br /> <br />27JUL99 A <br />- <br />28JUL99 A <br />28JUL99A <br /> <br /> <br /> <br /> <br />s <br /> - <br />2830 -__ _ <br />pour slab 1 <br />---~- <br />0~29JUL99 A <br />--~ <br />~ <br />29JUL99 A <br />-- <br /> 2840 stress tendons ; 1 . 03AUG99 A' <br />0 03AUG99 A <br /> <br />2850 - <br />strip forms i 5 - - -----F <br />0 03AUG99 A' <br />09AUG99 A <br /> 2860 <br /> <br />2870 frp columns , 3 <br /> <br />frp west shear wall 6 OY03AUG99 A f <br />+------+ <br />0~ 30JUL99 A O6AUG99 A <br />- <br />09AUG99 A <br /> <br />II ' <br />, <br /> 2880 reshores removed ~ 1 1; 27SEP99 27SEP99 1g reshores removed :. <br />i <br /> GB - Gr ound~Level Pour,::B~„~~ ~;~'".,~~ " ,~ ~~,; ,,~j ~~ ~~~ <br /> 2900 ' form slab i 7 0 19JUL99 A 28JUL99 A ', <br /> 2910 rebar/tendons ; 4 0' 27JUL99 A' 04AUG99 A <br /> 2915 form depressed slab areas ~ 2 0 04AUG99 A 05AUG99 A are as <br /> 2920 mechanical/electrical ~ 3 0' 02AUG99 A~ 05AUG99 A I( <br /> 2930 pour slab 1 0' 06AUG99 A, 06AUG99 A <br /> 2935 bearing cmu walis 10 0' 10AUG99 A 30AUG99 A g cmu walis <br />i <br />: 2940 stress tendons 1 0' 09AUG99 A 09AUG99 A <br /> 2950 stri forms 5 0110AUG99 A 16AUG99 A '~ <br />' 2960 frp columns 4 0~ 10AUG99 A 13AUG99 A i <br />; 2970 frp east shear wall 5 0;10AUG99 A~ 16AUG99 A wal l <br /> 2981 reshores removed ~ 1 1', 080CT99 080CT99 14 reshores removed ; <br />-___ ----- _ ---- -__ __ <br />~ .:._ .. ~ . _. _ , <br />2A' ~Second:Level~Po~ur~A~~ ~ '`~ -~... ~ ~ - _ <br />- '~ <br />~= 3000 form slab 9 0', 29JUL99 A 16AUG99 A <br />= 3010 <br />3020 ~ rebar/tendons <br />mechanical/electrical 5 <br />1 0', 16AUG99 A ~ <br />0 20AUG99 A 23AUG99 A <br />23AUG99 A on i <br />I/electrical ! <br />I <br />+ 3030 pour slab 1 0! 24AUG99 A 24AUG99 A ( <br />' 3040 stress tendons 1 0 28AUG99 A 28AUG99 A endons i <br />; 3050 strip forms 9 0 31AUG99 A 08SEP99 A trip forms ~ <br />. 3060 frp columns 6 0 25AUG99 A 31AUG99 A lumns <br /> 3070 frp shear walls 6 0 25AUG99 A 31AUG99 A ear wails <br /> <br /> <br />~= <br />3 3080 <br /> <br />2B°~,Se <br />.. _. reshores removed <br />4 _ .. <br />contl:Level;P~,ou ~B <br />. _ ~: . . 1 1 <br />.: <br />~° ` <br />~ ~,n. . . . 200CT99 200CT99 <br /> <br /> <br />. . ; t. <br />E~ _ _ 1g reshores removed i <br />__ -..-..__"__ ___ __..__- -___._ _-"... __.. ."_ <br /> 3100 form slab 8 0; 16AUG99 A ~ 31AUG99 A lab <br />`; 3110 rebar/tendons S 0 i 27AUG99 A 09SEP99 A ebadtendons ', <br />~ <br />± 3120 mechanical/electrical 2 0 08SEP99 A 09SEP99 A echanicaUelectrical <br />- 3130 pour slab 1 0 10SEP99 A 10SEP99 A pou~ slab i <br /> 3140 stress tendons 1 0 15SEP99 A 15SEP99 A L~ stress tendons j <br /> 3150 strip forms 8 2 16SEP99 A 22SEP99 ~ strip forms I <br />° <br />: 3160 <br />3170 frp columns <br />frp shear walls 6 <br />5 0 <br />0 13SEP99 A <br />13SEP99 A 16SEP99 A <br />17SEP99 A frp columns I <br />frp shear walls i <br />; 3180 <br />A ,~;Th <br /> <br />~, reshores removed 1 <br /> <br />! <br />ird Leve ou ~' ~' _ 1 <br /> <br />~ , <br />' <br />' 01 NOV99 01 NOV99 <br /> <br />~ `:ry <br />~~ '°` _ _ __ _ L9 reshores removed ~ <br />, 3200 form s~ab 8 0 31AUG99 A 17SEP99 A form slab ' <br />: 3210 rebar/tendons 7 1 13SEP99 A 21SEP99 reba~nendons . j <br />. 3220 mechanical/electrical 2 1 20SEP99 A 21SEP99 ~. mechanicaUelectrical <br /> 3230 pour slab 1 1 22SEP99 22SEP99 pour slab ' <br /> 3240 stress tendons 1 1 25SEP99' 25SEP99 Lq stress tendons <br />. 3250 sMp forms _ 8 _ 8 27SEP99 060CT99 ~/ strip forms i <br /> 3260 frp columns 4 4 23SEP99 28SEP99 frp columns <br /> 3270 frp shear wa~ls 5 5 23SEP99 29SEP99 frp shear walis <br /> OwCaq 21SEP9B ~, <br />RunOw 2~SEP9B <br /> <br />I $W1Ga4 15MAR98 '. <br />' <br />°"' <br />' <br />nc. <br />Pence/Kelly Construction, P <br />~, <br />~, <br />o v„~.r«. s i.m.. inc. ~1 <br />