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~ <br />~ <br />~~rrr' <br /> A <br />t R E <br />l E <br />l 1999 <br /> <br />~ c <br />~p <br />Description Orig <br />Dur em <br />Dur ar <br />y <br />Start ar <br />y <br />Finish <br />~UN JUL AUG <br />I <br />------ <br />___ -- <br />-- <br />-- <br />--------- <br />- 7 14 1 8 5 12 19 6 ~2 9 16 3 <br /> ~ 3340 <br />i - - <br />;: 3350 stress tendons <br /> <br />strip forms 1 <br /> <br />6 1 <br />--- <br />6 i 17SEP99 <br />{---- <br />20SEP99 17SEP99 <br /> <br />27SEP99 v <br /> ~+ 3360 frp columns 3 3 15SEP99 17SEP99 <br /> + 3370 frp shear walls 5 5 ! 15SEP99 21SEP99 <br /> ~ 3380 reshores removed 1 1 01 NOV99 01 NOV99 <br /> r; ~, ~, <br />~4 ~ Fo <br />„ <br />3400 ~ <br />rti~,: L <br /> <br />form slab <br />" <br /> <br />8 . <br />'~ ~~Y~ . <br /> <br />8~ <br /> <br /> <br />9SEP99 <br /> <br /> <br />0SEP99 <br /> ;~; 3410 rebadtendons 6 6 21SEP99 28SEP99 <br /> ~ 3420 mechanical/electncal 2 2 27SEP99 28SEP99 <br /> ,' 3430 pour slab 1 1 29SEP99 29SEP99 <br /> : 3440 stress tendons 1 1 040CT99 040CT99 <br /> 3450 strip forms 8 81 050CT99 140CT99 i <br /> 3460 frp columns 2 2 30SEP99 010CT99 <br /> 3470 frp shear walls 6 6 30SEP99 070CT99 <br /> 3480 reshores removed 1 1 16NOV99 16NOV99 <br /> "4B ~ Fo <br />`~ 3500 rth Leve r o <br />form slab , ~`~ <br />6 ~ ~ ~ : <br />6 ~~s x ~ ~.: <br />21 SEP99 ~.~. <br />28SEP99 <br /> 3510 rebar/tendons 4 4 29SEP99 040CT99 <br /> ~ 3520 mechanical/electncal 1 1 010CT99 010CT99 <br /> ,. 3530 pour slab 1 1 040CT99 040CT99 <br /> '' 3540 stress tendons 1 1 070CT99 070CT99 <br /> ` 3550 strip forms 6 6, OSOCT99 150CT99 <br /> 3560 frp columns 3 3, 050CT99 070CT99 <br /> ~` 3570 frp shear walis 5 5 050CT99 11 OCT99 <br /> ~ 3580 reshores removed 1 1 26NOV99 26NOV99 <br /> ~5A.- Fif tti' Le e <br /> ~ 3600 form slab 8 8 30SEP99 110CT99 <br /> 3610 rebar/tendons 6 6 120CT99 190CT99 <br /> " 3620 mechanical/electrical 2 2 180CT99 190CT99 <br /> 3630 pour slab 1 1 200CT99 200CT99 <br /> 3640 stress tendons 1 1 250CT99 250CT99 ' <br /> 3650 strip forms 8 8 260CT99 04NOV99 ', <br /> 3660 frp columns 3 3 21 OCT99 250CT99 ' <br /> 3670 frp shear walls 6 6 210CT99 280CT99 <br /> 3680 reshores removed 1 1 29NOV99 29NOV99 <br /> h Le <br /> 3700 form slab 6 6 120CT99 190CT99 ', <br /> `- 3710 rebar/tendons 4 4 200CT99 250CT99 <br /> 3720 mechanical/electrical 2 2 220CT99 250CT99 I <br /> , 3730 pour slab 1 1 260CT99 260CT99 <br /> 3740 stress tendons 1 1 290CT99 290CT99 <br /> 3750 strip forms 6 6 01 NOV99 08NOV99 <br /> ~ 3760 frp columns 3 3 270CT99 290CT99 <br /> ' 3770 frp shear walls 5 5 270CT99 02NOV99 <br /> ~ 3780 <br />~ <br />3800 reshoces removed <br />w <br />form slab 'I <br /> <br />9 1 <br /> <br />9 3dNOV99 _ <br /> <br />200CT99 30NOV99 <br /> <br />01 NOV99 <br /> , 3810 rebarltendons 6 6 02NOV99 09NOV99 <br /> 3820 mechanical/electrical 2 2 OSNOV99 09NOV99 . <br /> 3830 pour slab 1 1 10NOV99 10NOV99 <br /> ~ 3835 roof curbs 10 10 11NOV99 24NOV99 <br /> 3840 <br />~ 3850 <br /> <br /> <br /> <br />ence/Kelly stress tendons <br />strip forms <br /> <br /> <br /> <br />onstruction, IIIC. 1 <br />9 1 <br />9 15NOV99 <br />16NOV99 15NOV99 <br />26NOV99 <br /> <br />Dau dals 13JUN99 <br />Run daN 17JUN99 <br />5unaero 15MAR99 <br />Mu~IMiMd~~a <br />PaQ~numEer 4A <br />O Piimavu~ S siem~, Inc. <br />