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<br />Act _ . --- -
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<br />1999
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<br />2000
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<br />Description g ar
<br />y ar
<br />y
<br />NOV DEC ----
<br />JAN
<br />i Dur Dur Start Finish
<br /> - _ _
<br />--
<br />
<br />1
<br />8 15 2 9 6 13 0 7 3 10 17 4
<br />
<br />
<br />~ 3660
<br />
<br />
<br />- fr columns
<br />
<br />
<br />P__ ___________
<br />- -----
<br />.
<br />
<br />
<br />
<br />-
<br />
<br />4
<br />
<br />---
<br />
<br />0
<br />
<br />-
<br />-
<br />
<br />
<br />8NOV99 A
<br />
<br />-
<br />
<br />
<br />6NOV99 A _ _
<br />
<br />- . _. .
<br />- --
<br />frp columns
<br />
<br />,-
<br />3670
<br />frp shear walls
<br />---
<br />5
<br />0 --- _
<br />08NOV99 A __.
<br />15NOV99 A
<br />frp shear walis
<br /> 3680 -
<br />reshores removed 1 1 1
<br />! 21 DEC99 21 DEC99 Lq reshores removed
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<br />~; 3700 form slab 6 0~ 290CT99 A 05NOV99 A form slab
<br /> 3710 rebar/tendons 6 0~08NOV99 A 15NOV99 A ~ rebar/tendons
<br />~ , 3720 mechanical/electrical 1 0~ 15 9 15NOV99 A mechanicallelectrical
<br />?
<br />F 3730 pour slab 1 0 17 O 17NOV99 A pour slab
<br /> 3740 stress tendons 1 1, 20NOV99 ' 20NOV99 ~ stress tendons
<br />E 3750 strip forms 6 6}2 OVN2 99 01 DEC99 A strip forms
<br /> 3760 frp columns 4 4' 17NOV99 22NOV99 frp columns
<br />'
<br />~4 3770 frp shear wails 5 5',~ 17NOV99 23NOV99 frp shear walls
<br />. 3780 reshores removed 1 1 22DEC99 22DEC99 L4 reshores removed
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<br /> 3800 form slab 9 3~ 09NOV99 A 19NOV99 form slab
<br />:~` '. 3810 rebadtendons 7 7~ 19NOV99 01 DEC99 rebar/tendons
<br />: ' 3820 mechanical/electrical 2 2 ~ 30NOV99 01 DEC99 m mechanical/electrical
<br />° 3830 pour slab 1 1 020EC99 02DEC99 14 pour slab
<br /> 3835 roof curbs 10 10 ~; 03DEC99 i 6DEC99 d~7 roof curbs
<br /> 3840 stress tendons 1 1' 07DEC99 07DEC99 L4 stress tendons
<br />~ 3850 strip forms 9 9 08DEC99 20DEC99 ~ strip forms
<br />~ ; 3880 reshores removed 1 1 23DEC99 23DEC99 L4 reshores removec
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<br />3900
<br />form slab
<br />8
<br />8
<br />22NOV99
<br />03DEC99
<br />A form slab
<br />`
<br />° : 3910 rebar/tendons 6 6 06DEC99 13DEC99 A rebadtendons
<br />t 3920 mechanical/electrical 2 2 10DEC99 13DEC99 A mechanical/electrical
<br />`?; , 3930 pour slab 1 1 14DEC99 14DEC99 ~ pour slab
<br />~' ~, 3935 roof curbs 10 10 15DEC99 29DEC99 ~ roof curbs
<br />:~
<br />.. : 3940 stress tendons 1 1 17DEC99 17DEC99 ~ stress tendons
<br /> 3950 strip forms 8 8 20DEC99 30DEC99 A strip forms
<br />j; '; 3960 penthouse steel floor 8 8 22DEC99 04JAN00 ~7 penthouse ;
<br />'
<br />• `
<br />:. 3980 reshores removed 1 1 03JAN00 03JAN00 14 reshores rer
<br /> ~ 3990 de-mob tower crane 2 2 04JAN00 05JAN00 m de-mob toH
<br />~
<br />~ :: 4070 set precast floor slabs 2 2 06JAN00 07JAN00 m set precas
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<br />~: 4830 excavate perimeter footings 26 0 27MAY99 A 03AUG99 A
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<br />y . 4835 excavate divider wall cont ftg 3 0 31AUG99 A 07SEP99 A t ftg
<br />
<br />° _
<br />4840
<br />frp perimeter footings
<br />24
<br />0
<br />07JUN99 A
<br />18AUG99 A
<br />. 4845 frp divider wall cont ftg 10 0 02SEP99 A 28SEP99 A I cont ftg
<br />± . 4850 frp perimeter walls 32 0 14JUN99 A 15SEP99 A
<br />~a . 4855 frp divider wall 15 0 09SEP99 A 050CT99 A wall
<br />. 4860 ftg drain, wp and backfill south side 4' 10 0 21JUN99 A 28JU199 A
<br /> ' 4870 ftg drain, wp and backfill east side 4' 8 0 16JUL99 A 09NOV99 A ft drain, wp and backfill east side 4'
<br />~~ 4880 ftg drain, wp and backfil north side 4' 10 5 02NOV99 A 23NOV99 ftg drain, wp and backfil north sid1'
<br />Y ~ 4890 ftg drain, wp and backfill west side 4' 8 6 06JUL99 A 03DEC99 ftg drain, wp and backfill we!
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<br />~ 4770 structural excavation 3 0 02JUL99 A 09JUL99 A
<br />~ 4780 frp pad footings 5 0 06JUL99 A 12JUL99 A
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<br /> Ru~ d~4 18NOV99
<br />Surt da4 15MAR99 ~
<br />Pence/Kelly Construction, I(1C. Mu~111niM0als
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