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Act <br />~p Description <br />__ _ _ <br />__. _ _ --- <br />. 3180 reshores removed <br />3200 <br />-- - <br />3210 <br />-- ---- form slab <br />- -- ------ <br />rebar/tendons <br />-_ - -- <br />3220 mechanical/electrical <br />3230 pour slab <br />3240 stress tendons <br />3250 strip forms <br />3260 frp columns <br />3270 frp shear walls <br />3280 reshores removed <br /> <br /> 3300 form slab <br /> 3310 rebar/tendons <br /> 3320 mechanical/electrical <br /> 3330 pour slab <br /> 3340 stress tendons <br /> 3350 strip forms <br />', 3360 frp columns <br /> 3370 frp shear walls <br />3380 reshores removed <br />4A,~'_Fourth~Level Poi~r ~r <br /> <br />; 3400 form slab <br />3410 rebar/tendons <br />3420 mechanical/electrical <br />3430 ~ pour slab <br />' 3440 stress tendons <br />3450 strip forms <br />3460 frp columns <br />. 3470 frp shear walis <br />; 3480 reshores removed <br />i, 4 <br />- 3500 form slab <br />' 3510 rebar/tendons <br />3520 mechanical/electrical <br />3530 pour slab <br />~ 3540 stress tendons <br />3550 strip forms <br />• 3560 frp columns <br />` 3570 frp shear walls <br />'J 3580 ~ reshores removed <br />, . , ~ ~sP:r~ .'~'~~ <br />~gY....,: ,_,.'~ <br />Orig Rem Ear~y Early 1999 <br />Dur Dur Start Finish NOV p <br />1 815 2 9 61 <br />-- _ ,_ _ - <br />_1 _0 04NOV99 A j 05NOV99 A m reshores removed <br /> 8 0 ' 31AUG99 A 17SEP99 A <br />- <br /> <br /> <br />_ --- - <br /> <br />7 <br />_ <br />_ 2 <br />1 -- <br /> <br />0 <br />_-- - <br />_0 <br />0 <br />_--- --- <br />- <br />~ 13SEP99 A <br />--- <br />20SEP99 A <br />~22SEP99 A . __ <br /> <br />21 SEP99 A <br /> <br />21SEP99 A <br />22SEP99 A <br /> <br /> <br /> <br />cal , <br /> 1 0 ~25SEP99 A 25SEP99 A <br /> 8 0 27SEP99 A 040CT99 A <br /> 4 0 22SEP99 A 28SEP99 A <br /> 5 0 23SEP99 A ' 29SEP99 A s <br /> 1 0 11NOV99A 11NOV99A L4rt <br />'. aF v~ <br />~1 ~~~i9' A~~y2~~, ~':r ~~' } ~~ ~~ i~j;~. k' ~ ,A . <br />~'~,~'v1#4=' -c d~ ~`t~~i`:u~~~ ~`r~"~~F " . <br /> <br /> 6 0 16SEP99 A 23SEP99 A <br /> 6 0' 24SEP99 A 01 OCT99 A s <br /> 1 0 01 OCT99 A 01 OCT99 A lectrical <br /> 1 0 040CT99 A 040CT99 A <br /> 2 0 070CT99 A 070CT99 A dons <br /> 6 0 050CT99 A 130CT99 A rms <br /> 4 0 050CT99 A OSOCT99 A ns <br /> 5 0 050CT99 A 080CT99 A walls <br /> 1 1 22NOV99 22NOV99 <br />iores removed <br />2000 <br />JAN <br />10-T17-~ <br />~ reshores removed <br />! <br /> 8 0 24SEP99 A 050CT99 A <br /> 7 0 050CT99 A 130CT99 A endons <br /> 1 0 130CT99 A 130CT99 A nical/ele ctrical <br /> 1 0 140CT99 A 140CT99 A lab I <br /> 1 0 180CT99 A 180CT99 A ss tendons <br /> 8 0 180CT99 A 250CT99 A trip forms <br /> 4 0 150CT99 A 200CT99 A columnsl <br /> 5 0 150CT99 A 200CT99 A shear wa lls <br /> <br />. 1 <br /> <br /> <br />~ 1 OSDEC99 <br /> <br /> <br />'a t ~,,~h r~aii <br />dx ~ d" ~ y"pCJ 08DEC99 <br /> <br /> <br />; <br />'$?', ~ <br />_ - 1~ reshores removed <br /> <br />_ ------- _ _ <br />---- <br />. _ . _ <br />.M R" + . . ~ ~~a~ t ~' <br /> 6 0 070CT99 A 140CT99 A lab <br /> 6 0 150CT99 A 250CT99 A ebar/tend ons , <br /> <br />1 - <br />0 <br />250CT99 A <br />250CT99 A ~ <br />echanical/electrical <br /> 1 0 260CT99 A 260CT99 A pour slab~ <br /> 1 0 300CT99 A 300CT99 A stress tendons <br /> 6 0 280CT99 A 05NOV99 A strip forms <br /> 4 0 270CT99 A 02NOV99 A frp columns <br /> 5 0 270CT99 A 02NOV99 A frp shear walls <br />1 1 20DEC99 20DEC99 <br />. .,..Y ~ ~„ ,m; , , k,y. <br />« 53,'!+~. ~~~d'ttv:~~~~°': <br />~ ~~`L. -, ~ ~' d=~~t., t" <br />- -. L4 reshores removed <br />. . _ . _ .. . _._ _ _ .... _. ... __ _. <br />3600 form slab 8 0 180CT99 A 280CT99 A <br />3610 rebar/tendons 7 0 270CT99 A 04NOV99 A <br />3620 mechanicaUelectrical 1 0 04NOV99 A 04NOV99 A <br />3630 pour slab 1 0 05NOV99 A 05NOV99 A <br />3640 stress tendons 1 0 09NOV99 A 09NOV99 A <br />3650 strip forms 8 8 11 NOV99 A 30NOV99 <br />form slab <br />rebar/tendons <br />~ <br />LQ mechanicai/electrical <br />~ <br />L4 pour slab <br />~ <br />L4 stress tendons <br />~ strip forms <br />Pence/Kelly Construction, Inc. <br />