|
i ~ _ _ __ _________
<br />_
<br />
<br />Act
<br />~p i Doscrlption __
<br />_.__ __
<br />, __
<br />j ( 1999 - ~
<br />Orig I Rom ~ Early ~ Early t
<br />2000
<br />~
<br />' - pCr NOV
<br />~ Dur I Dur ~ Start i Finish DE
<br />~
<br />JAN
<br />
<br />
<br />
<br />180 -- -_.- -
<br />
<br />
<br />rr:shores removed _
<br />- , 5p1 815 2 9 813 0 7 31017
<br />_ ._
<br />1
<br />j-~- ~
<br />
<br />3A;='Th1rd Level
<br />` _ _
<br />; 1 03NOV~9 r~;~~OV99 ~7 reshores removod
<br />~
<br />" '
<br />~ ;Pour ~~iN
<br />;
<br />~,~ y} ,, ,,u,x,~,,,; ; ,,~: ,
<br />,
<br />'
<br /> _ ,:~,.~ ,
<br />:~ ~ .
<br />,
<br />3200
<br />; f form slab ,
<br />--~- ~
<br />~
<br />
<br />
<br />3210 -- ----- --
<br />---
<br />; rebar/tendons 8~0 31AUG99 A 17SEP99 A
<br />- --
<br />' ' -- --
<br />
<br />3220
<br />
<br />---- -------------.--- _-_. --_.
<br />
<br />, mechanical/electrical
<br />~
<br />-- -- - ' 7~ 0 13SEP99 A 21SEP99 A s
<br />- - ~ - -
<br />' ' - -i
<br />2 0 20SEP99 A 21S
<br />
<br />
<br />
<br />230
<br />--
<br />- ---
<br />! pour slab
<br />
<br />__._ . 1 _ ,
<br />EP99 A lectrical
<br />. _ _ ~ ___ - -+
<br />----
<br />
<br />3240
<br />~ _ - ---- ---- ---
<br />-
<br />~ stress tendons _ 1, 0 22SEP99 A 22SEP99 A~
<br />
<br />-
<br />--
<br />I I
<br />I _ -
<br />
<br />~ 1 0 25SEP99 A 25SEP99 A ons
<br />
<br />, . 3250
<br />--
<br />
<br />3260
<br />strip forms
<br />
<br />-------
<br />~ --- ~
<br />. - _ --
<br />-~- i -
<br />__'
<br />8 0 27SEP99 A 040CT99 A Fms
<br />' -
<br />-
<br />; frp columns
<br />. - --
<br />f
<br />'
<br />-- -
<br />
<br />3270 ,- ----------_---------
<br />~ frp shear walls --- - --
<br />4 0 22SEP99 A 22SEP99 A ns
<br />~
<br />,
<br />
<br />-
<br />3280
<br />- ~- --
<br />
<br />; reshores rem
<br />d 5 0 23SEP99 A
<br />29SEP99 A walls
<br />~--- - ---_ _ . _
<br />ove
<br />~ 1, 1 11 NOV99 11 N OV99 ~
<br />3B"- Third Level Pour`B ~'' ~'b'~ -- l~reshores removed
<br />' '-y
<br />.' '
<br />~
<br /> a
<br />::i ,~ ~
<br />~~4 ~ .
<br /> 3300 ~ form slab
<br />
<br />3310
<br />I rebar/tendons ~ 6 i 0 16SEP99 A 2~ 3SEPgg q~
<br />6; 0 2 4 S E P 9 9 A 01 OCT99 A hd
<br />
<br />
<br />`
<br />3320
<br />3330
<br />~ mechanical/electrical
<br />~ on
<br />1' 0 010CT99 A' 01 OC 99T A,'cal/electrical
<br />I
<br /> pour slab 1 0 040CT99 A 040CT99 A ab I
<br />3340
<br />
<br />` 'stress tendons ~
<br />2; 0 070CT99 A 070CT99 A's tendons
<br />3350 i strip forms ; 6' 0 050CT99 A 130CT99 A ap forms
<br />3360 frp columns ~ 4', 0 050CT99 A' 080CT99 A olumns
<br />3370 ~ frp shear walls ! 5 j 0 050CT99 A, 080CT99 A~ ear walls I
<br />3380 reshores removed
<br />; _ -: .
<br />~ -•
<br />4A Fourth?L'e~el Pour„~ `
<br />
<br />" ~ 1; 1' 22NOV99 ! 22NOV99
<br />
<br />
<br />r~ : . , :~
<br />~ „~~
<br />~ ;
<br />
<br />
<br />. -
<br />
<br />
<br />
<br />es ores rem
<br />---- - -- °~ed _ _ ;
<br /> ~~ ~
<br />:~~
<br />- ~°~ '
<br /> - ~
<br />' 3400 i form slab ~ 8~' 0~ 24SEP99 A' OSOCT99 A ab
<br />:j~ 3410 ; rebar/tendons I 7; 0 050CT99 A, 130CT99 A aNte ndons
<br />
<br />~ 3420 mechanical/electrical i ~ ~ 0 130CT99 A' 130CT99 A echanical/electrical
<br /> 3430 pour slab 1' 0 140CT99 A' 140CT99 A ur siab '
<br />~
<br />~ 3440 stress tendons I 1 ~ O I 180CT99 A 180CT99 A tress tendons I
<br />
<br />"
<br />' 3450 strip forms 8 i 0;180CT99 A~ 250CT99 A strip forms ~
<br /> 3460 frp columns 4 0,150CT99 A 200CT99 A frp columns ~
<br />.~
<br />~. 3470 frp shear walls 5 0~ 150CT99 A,' 200CT99 A frp shear walis ~
<br />
<br />
<br />~~4
<br />3480
<br />B;
<br />'Fo
<br />reshores removed
<br />urth Level P
<br />o
<br />1 1 j 08DEC99 108DEC99
<br />-~
<br />~'
<br />
<br />---- I
<br />8 reshores removed
<br />--- ---_ ;
<br /> ,~
<br />.._
<br />ur~, ~
<br />- .~~r .~ ~ a z~ .:~
<br />~~;: ~ ~
<br />;»'~x 3'k ±~?~"l}~'.,~--.'•p~ I
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<br />_ . .~
<br />'?: `s'R"g
<br />~ '~ .
<br />:i:~ 'y . ~ c4
<br />' . -
<br /> 3500 form slab 6 0 070CT99 A' 140CT99 A m s~a b I
<br /> 3510 rebar/tendons 6 0 150CT99 A 250CT99 A rebar/tendons I
<br />~ 3520 mechanical/electricat ~ 1 01250CT99 A, 250CT99 A L4 mechanical/electrical I
<br /> 3530 pour slab ; 1 0~; 260CT99 A! 260CT99 A 1Y
<br />our slab
<br />. 3540 stress tendons 1 0~300CT99 A ~ 300CT99 A p
<br />L4~ tress tendons
<br />.
<br />' 3550 strip forms 6 3~ 280CT99 A 0~ 5NOV99 strip forms j
<br />
<br />` 3560 frp columns 4 0~ 270CT99 A i 02NOV99 A frp columns !
<br /> 3570 frp shear walls 5 0 270CT99 A. 02NOV99 A frp shear walls i
<br /> 3580
<br />• • reshores removed
<br />,
<br />~ 1 1 20DEC99 20DEC99
<br />f@Sh0
<br />res
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<br />. ,
<br />5A;;=``.F~fth
<br />Level~POUr.rA ' ~' , :
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<br /> . ., .. . , , °. - - ' ~
<br />
<br />3600_
<br />-- -
<br />form slab
<br />8
<br />0 180CT99 A 280CT99 A
<br />fo i
<br />rm slab ~
<br /> 3610
<br />
<br />3620 rebar/tendons
<br />
<br />
<br />-
<br />7
<br />2 270CT99 A
<br />I04NOV99
<br />---
<br />----- ~rebar/tendons
<br />
<br />-
<br />3630
<br />mechanical/electrical
<br />our sl
<br />b 1 ,
<br />!
<br />f04NOV9g
<br />! 04NOV99
<br />~
<br />mechanical/electrical ~
<br /> p
<br />a
<br />___ 1~ 1
<br />05NOV99 ~05NOV99 pour siab
<br />
<br />3640
<br />-
<br />3650
<br />stress tendons _ _
<br />-
<br />stnp (orms
<br />_~ ~
<br />--
<br />~
<br />1 f 10NOV99 ~ 10NOV99
<br />f - _
<br />- - - ---- I
<br />
<br />'
<br />Ig stress tendons
<br />
<br />
<br />-
<br />-
<br />--
<br />--- 8 8~ 11 NOV99 22NOV99
<br />~
<br />-1 ~ strip forms
<br /> - -- -- -
<br />----
<br />--
<br />- - __- - - - ---
<br />~
<br />
<br />I Pence/Kelly Construction~ ~n(~.. MV a~N 07NOV99 ~
<br />p~ aN O]NOV99- ~
<br />SW O~N ISMAR99 ~
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<br />_. _ _ uus~ nrwn e.i. -_. )
<br />P numWi ~A_-"_.I
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<br />_____
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