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~ _ _ -_ -- - -- - ---_ _ - <br />1999 <br /> <br />i <br />Act <br />Descrl tlon <br />P <br />Orig <br />Rem <br />Early <br />Early <br />jUL <br />AUG SEP <br />, ID <br /> <br /> <br /> <br />280 <br /> <br /> <br />.__ --- <br />--_-- -__ -- <br />reshores removed Dur Dur <br /> <br /> <br />-- - <br />1 1 Start i FUlsh <br /> <br />_----- <br /> <br />290CT99 ' 290CT99 <br />12 19 <br />. _-- -- - <br />6 ~2 ~9 ~16 3- 0_- 06 1~0 , <br />- <br /> <br />~ <br /> ~3B':- Thi <br /> <br />„ ~-. , <br />rd Level¢Po ~ µ.~~r: 1 ~~~ x~~~ 5`~ y~~~ ~~ <br />, <br />, .. . ~ ii <br />~ ' 3300 form slab 6 _ 6 03SEP99 _ f 10SEP99 ~ form sl~ <br /> _ <br />--- <br />" 3310 _ _ <br />rebar/tendons <br />- <br />4 <br />__ <br />4 <br />13SEP99 16SEP99 <br />- - - <br />~7 reb <br /> -- - <br />3320 -- -- - - <br />- <br />mechanical/electrical 1 <br />-_ 1 16SEP99 ~ 16SEP99 <br />- _ . - m me <br /> - <br />~ 3330 ~ _-- ---- - - <br />our slab 1; <br />- 1 I <br />- 17SEP99 17SEP99 <br />-- - • - m po <br /> --- <br />3340 <br />stress tendons t <br />1 I 1 22SEP99 22SEP99 L~7 j <br /> <br />3350 -- _ <br />- - - <br />stn forms <br />- -- -~ <br />-+ <br />P - 6 <br />~ <br />--- I <br />6 - - - <br />23SEP99 30SEP99 ~ <br />~ <br /> _- <br />3360 ---- - - <br />frp columns <br />3 <br />3 <br />20SEP99__i22SEP99 I <br />~71~ <br /> 3370 frp shear walls 5 ~5 20SEP99 I 24SEP99 ~ <br /> 3380 reshores removed 1~ 1 04NOV99 104NOV99 I <br /> ~,A,-,Fo rth Level Pour~A~ ~~.:,.~, ,;_~, ~~ .;~~ ,#~,v} ~'. ¢ < .~..~. ¢: ~ <br /> 3400 form slab 8 8 14SEP99 i 23SEP99 AI <br /> 3410 rebar/tendons 6 6 24SEP99 'i 01 OCT99 ~ <br /> 3420 mechanical/electrical 2 2 30SEP99 I010CT99 <br /> ' 3430 pour slab 1 1 040CT99 ~ 040CT99 <br /> ' 3440 stress tendons 1 1 070CT99 1070CT99 <br /> ': 3450 strip forms 8; 8 OSOCT99 I 190CT99 <br /> ~ 3460 frp columns 2 2 050CT99 ~, 060CT99 <br /> ;~ 3470 frp shear walls 6 6 050CT99 i 120CT99 <br /> - 3480 <br /> <br />~4B ~' F,o reshores removed <br />.. <br /> <br />~ <br />rth; Leve~~P.~cu B' ~ _ 1 1 19NOV99 19NOV99 <br />a <br /> <br />'~ ~,,,~ ,~ ~ ~. <br />~~ ~ ~ #.' ~ t _ ~~ <br />~ <br />- - <br />___ _ _ _.__ <br /> ~ 3500 form slab 6 6 24SEP99 010CT99 ~ <br /> ~- 3510 rebar/tendons 4 4 040CT99 ~ 070CT99 I <br /> , 3520 mechanical/electrical 1 1 O60CT99 i O60CT99 i <br /> ,' 3530 pour slab 1 ~ 1 070CT99 070CT99 ~ <br /> _ 3540 stress tendons 1 1 120CT99 120CT99 <br /> 3550 strip forms 6 6 130CT99 , 200CT99 <br /> ~ 3560 frp columns 3 3 080CT99 120CT99 <br /> ~j 3570 frp shear walls 5 5 080CT99 140CT99 <br /> ` 3580 <br />, .,~ ~..~ <br />-5A'~'.'Fif reshores removed <br />.. „- ~:?i q~ ~. ~- . ~ •- <br />th Level~Po <br />_ ... : . _ . 1 1 01DEC99 01DEC99 <br />.>.a r ~~. ~; ~~.~--.~ ~1- <br />;~.~f~ ~ ~ ~`xy~ <br />, <br />---.. __----- <br />--- .._.. __ . .. _. _i <br /> ° 3600 form slab 8 8 050CT99 140CT99 <br /> ' 3610 rebar/tendons 6 6 150CT99 220CT99 <br /> ' 3620 mechanical/electrical 2 2 21OCT99 220CT99 <br /> `: 3630 pour slab 1 1 250CT99 250CT99 <br /> ~ 3640 stress tendons 1 1 280CT99 280CT99 <br /> 3650 strip forms 8 8 290CT99 09NOV99 <br /> ~ 3660 frp columns 3 3 260CT99 280CT99 <br /> " 3670 frp shear walis 6 6 260CT99 02NOV99 <br /> ~ 3680 reshores removed 1 1 02DEC99 02DEC99 <br />3700 form slab 6 6 150CT99 220CT99 <br />3710 rebar/tendons 4 4 250CT99 280CT99 <br />3720 mechanical/electrical 2 2 270CT99 280CT99 <br />3730 pour slab 9 1 290CT99 290CT99 <br />3740 stress tendons 1 1 03NOV99 03NOV99 <br />3750 strip forms 6 6 04NOV99 11 NOV99 <br />3760 frp columns 3 3 01 NOV99 03NOV99 <br />3770 frp shear walls 5 5 01 NOV99 05NOV99 <br />3780 reshores removed <br />Rd~ `~Roef LeVeI,P.our'A~~}~~~~„~..~° ~ ~ 1 <br />. `: 1 03DEC99 03DEC99 <br />~~~~~r,:~~~,~`~ '. ,,~~; <br />~ -'-- --- -- -- <br />I~ Pence/Kelly Construction, Inc. <br />