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i ` . --- _ --- - - 1999 Act Description Orig Rem Early Early Fi i h U S EP OCT NOV I , ID 3280 -- -- - - -- - _ _ reshores removed Dur 1 Dur Start 1!I 12NOV99 n s --- 12NOV99 3 0 6 1 --- 3 0 7 11 18 5 01 8 15 -. _ -~ _ _ _ _ ___ ~ !9 res 3B - Third Level P„our ~B; ~~~~`'`~v~'', ~ ;~h:Y .f,E ,;' - ' ;%~ ' 3300 Iform slab 3310 ~' rebar/tendons __ -- - -- --- --- ' 3320 I mechanical/electrical ~ i 3330 ~ pour slab 3340 stress tendons __~ 3350 stnp forms 6 6! 16SEP99 ',23SEP99 ~ 6 6~ 24SEP99 010CT99 _ , __- - -- 01 OCT99 01 OCT99 1 1' 1~, 1~~ 040CT99 ' 040CT99 1 ~_ 1 070CT99 070CT99 ~-- 6 j 6 080CT99 150CT99 form slab ~ rebar/tendons l~ mechanical/electrical 1g our slab P P stress tendons L~7 strip forms ~ 3360 ~frp columns ' 3370 ; frp shear walls 4~ 4.050CT99 ' 080CT99 5t 5~, 050CT99__;110CT99 ~ frp columns ~7 frp shear walls ~ 3380 ; reshores removed 1 1' 19NOV99 ! 19NOV99 ~II 4A`,' Forth~`Level Pour A .~:;~ ;~~"-~~ ",4, ~ . ~ _ ~. 3400 form slab ~ 8~~ 8', 27SEP99 ~~ O60CT99 A form slab ~ 3410 rebar/tendons 7; 7' 060CT99 140CT99 A rebar/tendons I 3420 mechanical/electrical 1 ~ 1 140CT99 140CT99 ~ mechanical/electric 3430 I pour slab 1~ 1! 150CT99 ' 150CT99 ~ pour slab 3440 I stress tendons 1 1! 200CT99 ' 200CT99 Lp stress tendons ~ . 3450 ~ strip forms 8I 8' 21 OCT99 01 NOV99 ~ strip form~ - 3460 frp columns 4 4 j 180CT99 i 21 OCT99 ~ frp columns 3470 frp shear walls 6 6 180CT99 I 250CT99 A frp shear wall 3480 reshores removed 1 I 1, 08DEC99 , 08DEC99 --..- .... ..._._-- .. .... . .. . . . . . ._..._ x ~.~. :,: 4B - Fo . - .. ,;i:Y~ ~.~ -..~ .... ~ ~~ rth'Level Pour;B'~ - ~, ~.,,~, ~~„ _ ~.. `,r -- : 3500 ~ form slab 6 6 ~, 070CT99 140CT99 ~7 form slab = 3510 rebar/tendons 6 ~ 6' 150CT99 i 220CT99 ~/ rebadtendons 3520 mechanical/electrical 1 1~ 250CT99 250CT99 LQ mechanical/e 3530 pour slab 1 1 260CT99 ! 260CT99 14 pour slab ~ 3540 ~ stress tendons 1 ~ 1' 290CT99 290CT99 I7 stress tend~ ' 3550 strip forms 6 6 01 NOV99 ' 08NOV99 ~7 strip f' ~ ``3560 frpcolumns 4 4; 270CT99 I01NOV99 ~frpcolum ; 3570 frp shear walis 5 5 270CT99 i 02NOV99 ~ frp shear ' 3580 ~5A';~Fif Y reshores removed ttisLevel Pour~r ~.~ ' .~. ~ 1 1 20DEC99 I20DEC99 ;, ~ ~~ ~£ °~t ~: - - - __ _ _ ~~ 3600 form slab 8 8 190CT99 280CT99 A form slab I 3610 rebadtendons 7 7 280CT99 05NOV99 A rebar/t , -, 3620 mechanical/electrical 1 1 05NOV99 OSNOV99 ~ mecha~ ~ 3630 pour slab 1 1 08NOV99 ~ 08NOV99 ~ pour , ' 3640 stress tendons 1 1 11 NOV99 ,11 NOV99 Lp stre~ T 3650 strip forms 8 8 12NOV99 ~ 23NOV99 ~ ~~, 3660 frp columns 4 4 ~ 09NOV99 ~ 12NOV99 ~ frP ~ 3670 frp shear walis 6 6 09NOV99 ,16NOV99 A fr ` 3680 ~5B ='Fi reshoresremoved .. ,., . <.~ fth'Level Pour;~B 1 1 21DEC99 ~21DEC99 ~~ ~~ ~Y,4 x~ ; ~,,r~ --- _ _ _ _ ~ 3700 form slab 6 6 290CT99 05NOV99 ~ form sl~l ~; 3710 rebar/tendons 6 6 08NOV99 15NOV99 ~ ~ :: 3720 mechanical/electrical 1 1 15NOV99 15NOV99 8 m : 3730 pour slab 1 1 15NOV99 15NOV99 8 P; ;: 3740 stress tendons 1 1 18NOV99 18NOV99 8; ~ 3750 strip forms 6 6 19NOV99 30NOV99 ~ ~ ~ 3760 frp columns 4 4 16NOV99 _ 19NOV99 ~ ~ ~; 3770 frp shear walls 5 _ 5 16NOV99 __ 22NOV99 ~ ~ 3780 reshores removed l;~re:,:,. :ti, Ai ~~.. RA:=Roof Level Pour„~- ~_~ ~ 1 1 22DEC99 22DEC99 - y,y~1k .. bf_ ~„~ ~ ''~}S. ~'": ~=:' i ~ 3800 form slab 9 9 09NOV99 19NOV99 A ' _._ - -- - -- . auam. issevea Ru~dal~ 165EV9B ~~~~ sunau tsMUi9s """'"" `•"°'" Pence/Kelly Construction, Inc. - P~ye numOx IA O Primsven 5 tunt, Int ~~ ~' --'