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-- - ----- -- - _ -- - -~ <br />1999 <br /> Act <br />ID Description Orig <br />D Rem Early Ea~ly <br />D <br />St <br />rt Fi <br />i <br />h AUG SEP OCT 0 <br /> <br />I <br /> <br />2770 <br />-_ _- __- ____ _ _ <br />reshores removed ur <br /> <br />1 ur <br />a <br />n <br />s <br />; <br />1 I 03SEP99 ~, 03SEP99 - <br />9~16 3 0_ _6 13 0 7 04 11 18 5 01 <br />N reshores removed <br />- GA - Ground Level Pour~A2 ,~` -;;, r ~ ~•` ~_ <br />- - <br /> 2800 form slab <br />- 7, 0~ 09JUL99 A 20JUL99 A <br />-_ _ <br />- ---- <br /> -- - <br />2810 --- <br />rebar/tendons - <br />4 . <br />0, 19JUL99 A' 27JUL99 A <br />. _ --- <br />- - <br />- tendons , <br /> -- <br />2815 i ---- <br />form depressed slab areas - <br />2 ~ <br />1 <br />- <br />0! 27JUL99 A, 28JUL99 A <br />tlepressed <br />siab areas <br /> 2820 f <br />4 inechanical/electrical 3 Or26JUL99 A~ 28JUL99 A <br />, nicaUelect rical <br /> - - <br />2830 I ---- <br />pour slab j 1 0 ~ 29JUL99 A 129JU199 A <br />- lab I I <br /> 2840 i <br /> <br />j <br />2850 <br />2860 i <br />- ~ <br />2870 <br />2880 stress tendons <br />P - -- - ---------- <br />~ - <br />stn forms <br />frp columns ~ <br />- - --- <br />frp west shear wall <br />reshores removed 1 <br /> <br />-- <br />5 <br />3t <br />~ <br />6~ <br />1 I OT03AUG99 A 03AUG99 A <br /> <br />~ -- 09AUG99 A f <br />0 03A_UG99 A <br />0 03AUG99 A - -- --~ <br />r ' 06AUG99 A~ <br />- 0 30JUL99 A'~09AUG99 A <br />1 128SEP99 ~28SEP99 ress tendons ~ <br />~ <br />strip forms I <br />I <br />p columns~ I <br /> <br />frp west shear wall <br />1~ reshores removed <br /> <br />` <br />GB = Ground Level~Pour B "' : ~. ~`' {'" <br />t~ I <br /> 2900 form slab 7 0;19JUL99 A j 28JUL99 A lab ~, <br /> 2910 rebar/tendons 4 0' 27JUL99 A~ 04AUG99 A bar/tendons , <br /> 2915 form depressed slab areas 2 0 j 04AUG99 A~ 05AUG99 A rm depressed slab areas <br /> 2920 mechanical/electrical 3 0 02AUG99 A 05AUG99 A echanical/electrical <br /> 2930 pour slab 1 0 O6AUG99 A i 06AUG99 A our slab <br /> 2935 I bearing cmu walis 10 0! 10AUG99 A I30AUG99 A bearing cmu walls <br /> 2940 , stress tendons 1 0', 09AUG99 A; 09AUG99 A stress tendons <br /> 2950 stri forms 5 ~ 0 10AUG99 A~~,16AUG99 A strip forms <br /> 2960 frp columns 4~ 0 i 10AUG99 A~ 13AUG99 A frp columns <br /> 2970 frp east shear wail j 5 0', 10AUG99 A I 16AUG99 A frp east shear wall <br />; 2981 ~ reshores removed j 1 1 060CT99 060CT99 L4 reshores remove <br />-- - --- -_--_ <br />, <br />~ - ,. <br />2A ``:Se <br />~ _:.. _ x ~, . , ;~ g r. ~, ;,.: . t ~ <br />cond LevelrPour~A. ~, ~ `;~~~ ,. , ~. , <br /> 3000 form slab 9 0~ 29JUL99 A~ 16AUG99 A form slab <br />~ <br />` 3010 rebar/tendons 5 0 i 16AUG99 A! 23AUG99 A ~ rebar/tendons <br /> 3020 mechanical/electrical 1 0 20AUG99 A~ 23AUG99 A a7 mechanicaVelectrical <br />~ <br /> 3030 pour slab 1 0 24AUG99 A 24AUG99 A 17 pour slab <br />: 3040 stress tendons 1 0 28AUG99 A 28AUG99 A stress tendons <br />:' 3050 strip forms 9 9 31AUG99 A 13SEP99 strip forms <br />% 3060 frp columns 6 0 25AUG99 A 31AUG99 A frp columns <br />I <br />c 3070 frp shear walls 6 0 25AUG99 A 31AUG99 A ~ ~_ <br />7 frp shear walls <br />'` 3080 reshores removed 1 1 190CT99 190CT99 <br />_ - - _ _. IJ reshores <br />_ __ .. _. -__-- __ _ .___. _ .. . <br />a. , . .._ . ,. ,~.~ ., y.. .~.y ~ . _~n, ~.,~g <br />~2BN ,Second Level:Pour~B - ~~ ~~;a~ <br />~;~.~.,~. ,~ -~ . ~. <br />' ~ <br />`'~~~~. <br />f 3100 form slab 8 0 16AUG99 A 31AUG99 A form slab <br /> 3110 rebar/tendons 8 6 27AUG99 A 08SEP99 rebadtendons <br /> 3120 mechanical/electrical 2 2' 07SEP99 08SEP99 ~ mechanical/electrical <br /> 3130 pour slab 1 1 09SEP99 09SEP99 ~ pour slab <br /> 3140 stress tendons 1 1 13SEP99' 13SEP99 ~ stress tendons <br />~ 3150 strip forms 8 8 14SEP99 23SEP99 ~7 strip forms <br />`; 3160 frp columns 6 6 10SEP99 17SEP99 ~7 frp columns <br />: 3170 frp shear walls 5 5 10SEP99 16SEP99 ~I frp shear walls <br />• 3180 reshores removed 1 1 280CT99 280CT99 14 resf <br />_ <br />, <br />~ . <br />3A -:Th , , ,, <br />ird Level PourrA~~~~_~~~'~~:€~ t .~~~p~ . ~'.~:` =: - ... , . ~ : r_.,~. <br />, 3200 form slab 8 8 31AUG99 A 10SEP99 form slab <br />. 3210 rebar/tendons 7 7 13SEP99 21SEP99 Arebadtendons <br /> 3220 mechanicallelectrical 2 2 20SEP99 21 SEP99 ~ mechanical/electrical <br /> 3230 pour slab 1 1 22SEP99 22SEP99 ~ pour slab <br />~ 3240 stress tendons 1 1 27SEP99 27SEP99 14 stress tendons <br />~ 3250 strip forms 8 8 28SEP99 070CT99 ~/ strip forms <br /> 3260 frp columns 4 _ 4 23SEP99 28SEP99 Afrp columns <br /> 3270 frp shear walls 6 6 23SEP99 30SEP99 A frp shear walis <br />~ <br />--- -- "" -- -~-~ -- -~----- - Oa1~ Cale 71AUG99 <br />Ru~Oab OISEV99 <br />Shneab 15MAR99 <br />Pence/Kelly Construction, Inc. ""~„°N-'"-°B1e -- <br />Ps9a num0ar JA <br />O vrmave~a Systaina_inc <br />