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<br />~ -- --- ___ ___ _
<br />1999
<br /> Act Description Orig Rem Early Early AUG SEP OCT 0
<br /> ~p
<br />
<br />2770
<br />- -- -- - _ -
<br />reshores removed Dur
<br />
<br />1 Dur
<br />
<br />1 Start
<br />
<br />08SEP99 Finish
<br />_
<br />' 08SEP99 916 3 0 6 13 0 7 4 11 18 5 A1
<br />_ _ _ - - - - -- - --
<br />reshores removed
<br />, ~,
<br />,GA-'Ground Level„PourA2 4wuµy~~ ~~.~;;;' ~ • ~::"r.. ~~
<br />. ... . .... .
<br />; 2800 __ __
<br />form slab 7 0 09JUL99 A 20JUL99 A
<br /> 2810 _
<br />rebar/tendons 4 0 i 19JUL99 A 27JUL99 A~t
<br />- - endons
<br />,
<br />` --
<br />2815 form depressed slab areas _ 2 0~27JUL99 A 28JUL99 A~
<br />----
<br />- depressed slab areas
<br />: 2820
<br />
<br />2830 mechanical/electrical
<br />
<br />pour slab 3
<br />
<br />1 r
<br />0~ 26JUL99 A ~, 28JUL99 A
<br />- -~..-
<br />0~29JUL99 A' 29JUL99 A nical/electrica
<br />
<br />lab
<br />;
<br />~ 2840
<br />2850 stress tendons
<br />strip forms 1
<br />
<br />5 0 03AUG99 A, 03AUG99 A F
<br />
<br />0~, 03AUG99 A 09AUG99 A F
<br />__ ~ _ _ __ ~ ess tendons
<br />
<br />strip forms
<br />
<br />I
<br /> 2860 frp columns 3 _ 0~03AUG99 A~O6AUG A p columns I
<br />~
<br />; 2870 '
<br />2880 frp west shear wall
<br />reshores removed 6
<br />1 0130JUL99 A~ 09AUG99 A}
<br />1 r28SEP99 I 28SEP99 frp west shear wall I
<br />8 reshores removed I
<br />
<br />~ Y'. <.
<br />GB - Ground Level Pour,B;;;~ ~ .,~~~:.,~~ - _'+ ~~~ ~'~
<br /> 2900 ' form slab 7 0 19JUL99 A'28JUL99 A' slab
<br />, 2910 rebar/tendons 4 0. 27JUL99 A', 04AUG99 A~ ebadtendons
<br />; 2915 form depressed slab areas 2 0 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 06AUG99 A, 06AUG99 A our slab I
<br />~; 2935 bearing cmu walis 10 0 10AUG99 A; 30AUG99 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 10AUG99 A i 13AUG99 A frp columns
<br />', 2970 frp east shear wall 5 0 10AUG99 A, 16AUG99 A frp east shear wall
<br />'; 2981 reshores removed 1 1 070CT99 ~; 070CT99
<br />.._ L4 reshores remov
<br />. .__-__ __ -_- __
<br />~-:, . .._, . .._ ,F ~.. . : - 4~
<br />,} ~. ~. .~, ,a
<br />~ZA~ :Second Level Pour A~~ ~ ~' ' ~ r'
<br />. _ _ _ ,_ .:.,.. . ~ ~ . _ , .. ,. .. _ .
<br />`. 3000 form slab 9 0 29JUL99 A 16AUG99 A form slab
<br />~~ 3010 rebar/tendons 5 0 16AUG99 A! 23AUG99 A ~ rebar/tendons
<br />~
<br />; 3020 mechanical/electrical 1 0 20AUG99 A 23AUG99 A a7 mechanical/electrical
<br />~
<br />k 3030 pour slab 1 0 24AUG99 A! 24AUG99 A Lg pour slab
<br />i
<br />:; 3040 stress tendons 1 0 ~ 28AUG99 A; 28AUG99 A L4 stress tendons
<br />;`~ 3050 strip forms 9 0 31 AUG99 A' 08SEP99 ~ strip forms
<br />= 3060 frp columns 6 0 25AUG99 A~; 31AUG99 A ~7 frp columns
<br /> 3070 frp shear walls 6 0 25AUG99 A~ 31AUG99 A ~ frp shear walls
<br />r 3080 reshores removed 1 1 190CT99 ~ 190CT99
<br />-- - 1p reshores
<br />- - ---- -_ ._- ---._ __.... _..__
<br />...~ - .. , .. as~~„-a.~~aRa .. . , - ,~. .
<br />~2B~eSecond Level Pour B~-, , _ , ~~ x~1:~" '-,: ~~}~; :~:
<br />=' 3100 form slab 8 0 16AUG99 A~ 31 AUG99 A ~ form slab
<br />~ 3110 rebar/tendons 8 1 27AUG99 A' OSSEP99 rebar/tendons
<br />~ 3120 mechanical/electrical 2 2 08SEP99 09SEP99 mechanical/electrical
<br />~ 3130 pour siab 1 1 10SEP99 10SEP99 pour slab
<br /> 3140 stress tendons 1 1 14SEP99 14SEP99 LQ stress tendons
<br />C 3150 strip forms S 8 15SEP99 I 24SEP99 ~7 strip forms
<br />i 3160 frp columns 6 6 13SEP99 ! 20SEP99 A frp columns
<br />` 3170 frp shear walls 5 5 13SEP99 17SEP99 ~ frp shear walis
<br />~ 3180 reshores removed 1 1 290CT99 290CT99 _ 1p res
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<br />32Q0
<br />form slab
<br />8
<br />3
<br />31AUG99 A i
<br />10SEP99 fortn slab
<br />'~ 3210 rebar/tendons 7 7 13SEP99 21SEP99 Arebar/tendons
<br />', 3220 mechanical/electrical 2 2 20SEP99 21SEP99 ' ~.mechanicaUelectrical
<br />' 3230 pour slab 1 1 22SEP99 ~ 22SEP99 ~ pour slab
<br />3240 stress tendons 1 1 i 27SEP99 27SEP99
<br />3250 strip forms 8 8 28SEP99 _~070CT99
<br />3260 frp columns 4 4 23SEP99 28SEP99
<br />- -~ -----~-
<br />3270 frp shear walls 6 6 23SEP99 ~OSEP99
<br />------ -- - - - -------- --
<br />
<br />
<br />Pence/Kelly Construction, Inc. B stress tendons
<br />~ strip forms
<br />Afrp columns
<br />
<br />A frp shear walis
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<br />Hun aro 095EO99 _~
<br />Stan aate 15AUR99
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<br />O Prvnavsn Systema. inc.
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