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F-- <br />( , !~ir~;~ ~Cc~2 ~~ t-~ <br />r--- <br />~ ~ ~c ~ J u~s <br />~~.~a <br /> <br />I f J _ _ _ i 1999 --f <br /> Act I Description Orig Rem , Early I Early <br />i <br />h U SEP , OCT NOV ' <br />i ID i <br />-- ------ - __- - <br />2770 'reshores removed Dur <br /> <br />1 s <br />Dur Start II Fin <br />- - <br />1 j 15SEP99 ', 15SEP99 3 0 p6 13 0 7 4 11 18 5,01_ 08 15 <br />-- - _ <br />reshores removed I <br /> <br />, . .r .w yp '. r ~ ~: ~ <br />GA Ground Level Pour~A2' ~~ W ~:,~;~~',~ rG U : ~ , ~ .'-; J <br />~' , .~ ;Y: ~r~+~' <br />I <br /> <br />2800 ~(orm slab <br />-- <br />; <br />7 <br />-- <br />0 j 09JUL99 A' 20JUL99 A <br />_ _ _ _ , --. ~ <br />~ <br />, <br />~ -- - <br />__ _--- <br />2810 ~ rebar/tendons 4 0 ~ 19JUL99 A' 27JUL99 A <br /> __ <br />2815 f form depressed slab areas <br />2 <br />0 27JUL99 A 28JUL99 A <br />~ --{ <br />d slab area <br />s ' <br /> <br /> <br />; <br />2820 4mechanical/electrical <br />2830 ' pour slab <br />3 <br />1 <br />0', 26JUL99 A 28JUL99 A l <br />0~ 29JUL99 A' 29JUL99 A <br />--- <br />ectrical I <br />'I <br /> <br />i <br />: -- -- i- - -- <br />2840 I stress tendons <br />2850 ~strip forms 1 <br />5 0103AUG99 A~03AUG99 A <br />t --- --- <br />0 ~ 03AUG99 A'~09AUG99 A j dons <br />~ms ; <br />~ <br /> <br />p_ _ <br />~P <br />2860 ,fr columns <br />2870 I fr west shear wall <br /> <br />3 <br />6~ <br />-~06AUG99 A <br />03AUG99 A ~ -~ <br />0r _ __ _ __ <br />0,' 30JUL99 A' 09AUG9~9 A i <br />~ <br />mns <br /> <br />st shear wa <br />' <br />, <br />I ' <br /> 2880 ; reshores removed 1 i 29SEP99 29SEP99 I <br />1 Lp reshores removed i <br /> GB = Ground Level P.,our~B : ~ '~ ,~'' `~ ;~~ ~ ~ <br />^ <br />' <br />I <br /> 2900 ' form slab 7 0 i 19JUL99 A' 28JUL99 A <br /> 2910 ~ rebar/tendons 4 0' 27JUL99 A~ 04AUG99 A' ons I~ <br /> 2915 form depressed slab areas 2 0 04AUG99 A' 05AUG99 A essed slab areas <br /> 2920 mechanical/electrical 3 0 02AUG99 A 05AUG99 A cal/electrical ~ <br />~ 2930 ~ pour slab 1 0 ~ 06AUG99 A~I 06AUG99 A I i <br />i <br /> 2935 bearing cmu walls 10 0 j 10AUG99 A' 30AUG99 A bearin cmu walis ~ <br /> 2940 I stress tendons 1 0; 09AUG99 A', 09AUG99 A tendons ' <br /> 2950 ~ stri forms 5 0 ~ 10AUG99 A~ 16AUG99 A forms <br />~ 2960 j frp columns 4 0 10AUG99 A' 13AUG99 A~ olumns <br /> 2970 frp east shear wall 5 0 10AUG99 A, 16AUG99 A east shear wall <br />K 2981 reshores removed 1 1; 080CT99 I 080CT99 <br />.. __ _ 14 reshores removed <br />_ -__.... _ <br /> <br />. <br />-,, <br />2A`. ~.Se <br />. <br />: ' . .~ ~ 'R _ 3 ' -~-" . ..~. -. ~i `a.L ~} .... ." . . . ;. .:.-. ~ ~ <br />concl Level Pour A~. ~.~~~~,~~ ~~.; _ , .~. yL _- <br />.~- <br />, <br />` 3000 , form slab 9 0 29JUL99 A' 16AUG99 A slab j <br />" 3010 I rebarltendons 5 0 16AUG99 A~ 23AUG99 A rebar/tendons <br />~ 3020 mechanical/electrical 1 0 20AUG99 A, 23AUG99 A mechanicaUelectrical ~ <br />~. 3030 pour slab 1 0 24AUG99 A ~ 24AUG99 A pour slab I I <br />~~ 3040 ~ stress tendons 1 0 28AUG99 A ~ 28AUG99 A LQ stress tendons I <br />~: 3050 strip forms 9 0 31 AUG99 A', 08SEP99 A ~7 st~ ip forms j <br />" 3060 j frp columns 6 0 25AUG99 A I 31AUG99 A frp columns <br />~ 3070 frp shear walls 6 0~~ 25AUG99 A j 31AUG99 A frp shear walls ; <br />: 3080 reshores removed 1 1 210CT99 j 21 OCT99 <br />-- -- 1g reshores remov~ <br />-- - ---- - - -- -- - <br />,.. a,. <br />~2B; Se <br />.: , ,,,-~._,~, .. <br />cond Level~Pour.B:~ ~ ~~ "f~'~'~ ~ ~ <br />. ~. .~. :~ ~.ti , - ~ ' <br />_ : .. . .. ,~ <br />, <br />: ` <br />r = ~' ~~~ <br />: 3100 _ <br />form slab 8 0 16AUG99 A 31AUG99 A form slab <br /> 3110 rebar/tendons 8 0 27AUG99 A', 09SEP99 A ~ rebadtendons ' <br />' 3120 mechanical/electrical 2 0 08SEP99 A 09SEP99 A 67 mechanical/electrical <br /> 3130 pour slab 1 0 10SEP99 A 10SEP99 A LQ pour slab <br />~ 3140 stress tendons 1 2 15SEP99 A; 16SEP99 stress tendons <br /> 3150 strip forms 8 8 17SEP99 28SEP99 strip forms <br />~- 3160 frp columns 6 2 13SEP99 A i 16SEP99 frp columns <br />. 3170 frp shear walls 5 3 13SEP99 A' 17SEP99 frp shear walls i <br />. 3180 reshores removed 1 1 01 NOV99 01 NOV99 14 reshores ~ <br />_ __ <br /> <br />~3A`,"`:Th <br />. <br />irdhL'e'vel~.Qour~A, ~~`..~r ,~ . ~. ~'" °• <br />~" ~ ~':. <br />..~ `=~°~F . ' I <br />. 3200 form slab 8 3 31AUG99 A 17SEP99 form slab <br /> 3210 rebar/tendons 7 6 13SEP99 A 22SEP99 rebarltendons I <br />i <br /> 3220 <br />3230 mechanical/electrical <br />pour slab 2 <br />1 _ 2 <br />1 ~21SEP99 <br />23SEP99 22SEP99 <br />23SEP99 ~mechanicaUelectrical ; <br />~ pour slab ~ <br />I <br /> 3240 stress tendons 1 1 28SEP99 28SEP99 L4 stress tendons <br /> 3250 strip forms 8 _8 29SEP99 __ OSOCT99 ~7 strip forms I <br />~ <br /> 3260 frp columns 4 4 24SEP99 29SEP99 A frp columns I <br /> 3270 frp shear walls 6 6 24SEP99 <br />-- 01 OCT99 ~J frp shear walls '~ <br />-- --~ <br />-- ---- <br />------ -- - <br />__- -- Dsbaals 155EP99 <br />Run~lab 16SEP99 7 <br />$IYI Osla 15AUR99 ~ <br />- <br />Pence/Kelly Construction, Inc. "'""""'"°•'• <br />Pp, numDSr JA <br />OPnnarsr~5yaienu.lnc ~ <br />