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. <br />Act Description <br />ID <br />~3280 ~reshoresremoved <br />~36 - Third Level Pour B <br />3300 ' form slab <br />3310__ ~ rebar/tendons <br />3320 mechanical/electrical <br />3330 i pour slab <br />--- <br />r <br />3340 ~ stress tendons <br />3350 <br />~ strip forms <br />-- <br />3360 ~ --- <br />frp columns <br />3370 ~ frp shear walls <br />3380 reshores removed <br />4A~- Fo rth Levei Pour A~ <br />3400 form slab <br />3410 rebar/tendons <br />3420 mechanical/electrical <br />3430 pour slab <br />3450 strip forms <br />3460 frp columns <br />, 3470 frp shear walls <br />~ 3480 reshores removed <br />"4B = Fo rth Level~Pour I <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 />3580 <br />45A.~,Fif <br />- 3600 reshores removed <br />th Level;Pour~~ <br />form slab <br /> 3610 rebar/tendons <br /> 3620 mechanical/electrical <br />f 3630 pour slab <br /> 3640 stress tendons <br /> 3650 strip forms <br />: 3660 frp columns <br />Y 3670 frp shear walls <br />.~ 3680 reshores removed <br /> <br />: 5B <br />. =;:Fift • 4 .~ <br />h Level,Pour E <br /> 3700 form slab <br /> 3710 rebar/tendons <br />~ 3720 mechanical/electrical <br />: 3730 pour slab <br /> 3740 stress tendons <br />~~ 3750 strip forms <br />~ 3760 frp columns <br />' 3770 frp shear walls <br />S 3780 reshores removed <br />RA -: Roof Level ~P ~ <br />3800 form slab <br />-- Orig Rem Early - - Early 1999 ~' <br />Dur Dur Start Finish AUG SEP OCT ~OV <br />! p916 3 0 06 13 ; 0 7 04 11 18 5 01 ' <br />1 j 1~, 11 NOV99 11 NOV99 , - I - i <br />;~, , - ~.:::: <br />-- <br /> <br />- ---- --- _ -~ <br />I 6 6!16SEP99 .23SEP99 I <br />~ <br />- _ j ~_ <br />6 01OCT99 ~ <br />, 6;24SEP99 ' <br />------ <br />1 <br />~ <br />- -- -- <br />11 1~010CT99 ;01OCT99 <br />i ~ i 't 040CT99 040CT99 ; <br />' <br /> i070CT99 '~ 070CT99 <br />~ - <br /> 6', O80CT99 ' 150CT99 ! <br />fi <br />~-- - <br />4 4~050CT99 ~080CT99 I <br /> 5 5 ~ 050CT99 I 11 OCT99 ~ <br /> 1 ~ 1 19NOV99 ~ 19NOV99 <br />S ..... ~ V .~ ~~ ~- . .. ., . _ Y¢lY~ <br />,. _ <br /> 8 8i 24SEP99 '050CT99 <br /> 7 7i 050CT99 !130CT99 <br /> 1 1 130CT99 '~ 130CT99 <br /> 1 1 140CT99 I 140CT99 <br /> 1 1 190CT99 ~ 190CT99 <br /> 8 8 200CT99 'i 290CT99 <br /> 4 4 ~ 150CT99 I 200CT99 <br /> 6 6 150CT99 220CT99 <br /> 1 1 07DEC99 07DEC99 <br />_~b ~~ , ~, .~ '~ <br />- < ~? ,~_. <br /> 6 6~070CT99 ~i,140CT99 <br /> 6j 6'I150CT99 220CT99 <br /> 1 1 'i 250CT99 , 250CT99 <br /> 1 1 ; 260CT99 ; 260CT99 <br /> 1 1 290CT99 I 290CT99 <br /> 6 6 01 NOV99 ! 08NOV99 <br /> 4 4 270CT99 ~ 01 NOV99 <br /> 5 5 270CT99 02NOV99 <br /> <br />y$ .. ~ <br />~3,,' 1 <br />~ ... <br />~ ~ <br />~ <br />8 1 <br /> <br />~ <br /> <br />8 17DEC99 17DEC99 <br />- __. <br />~~ _ <br />,:~. ~ ~_- <br />180CT99 270CT99 <br /> 7 7 270CT99 , 04NOV99 <br /> 1 1 04NOV99 04NOV99 <br /> 1 1 05NOV99 05NOV99 <br /> 1 1 10NOV99 10NOV99 <br /> 8 8 11 NOV99 22NOV99 <br /> 4 4 08NOV99 11NOV99 <br /> 6 6 08NOV99 15NOV99 <br /> 1 1 20DEC99 20DEC99 <br />6 6 290CT99 OSNOV99 <br />6 6 OSNOV99 15NOV99 <br />1 1 15NOV99 15NOV99 <br />1 1 15NOV99 15NOV99 <br />1 1 18NOV99 i 18NOV99 <br />6 6 19NOV99 30NOV99 <br />4 4 16NOV99 ~ 19NOV99 <br />5 5 16NOV99 22NOV99 <br />1 1 21DEC99 21DEC99 <br />Y.= ,~:i .~ ;~ : <br />9 9 OSNOV99 18NOV99 <br />A form slab <br />A rebarltendons I <br />~ mechanical/electric <br />~ pour slab ~ <br />11 stress tendons <br />~7 strip forms ~ <br />A frp columns I <br />A frp shear walli <br />A form slab <br />A rebar/tendon <br />~ mechanical/~ <br />~ pour slab <br />Lp stress ter <br />~7 striF <br />~ frp colur~ <br />A frp she~ <br />A form slab , <br />A rebar/te <br />~ mech; <br />~ pour : <br />19 stre <br />~'~ <br />A fR <br />A fn <br />- ----- ____ _~ <br />~ <br />A form~ <br />A i <br />~I <br />-i <br />I <br />Pence/Kelly Construction, Inc. <br />