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~ ~ <br />r- - _ --- <br />Act <br />Descript(on Orig Rem Early Early 1999 <br />~p Dur Dur Start Flnish AUG SEP OCT <br /> - ------ -- ---_ _ <br />-- 916 ~3 0 6 13 ~0 7 4 11 18 <br />2770 reshores removed 1 1 08SEP99 ' 08SEP99 ~7 reshores removed <br />.GA -~Gr <br />-- oun~d~~Level.~Pou,r,~i42 ..t"y. '~{. ~ <br />.. . U ..,.. .. ,s~:y'u,~s.~, c'Y~~M`~~~ak„~.~ ~ . N ?ti ~ <br />` ~ h' <br />_~, <br />2800 <br />- form slab <br />-- -- ~ 7 <br /> <br />2810 <br />- <br />rebar/tendons <br />_ ----- -- _ <br />~ q <br /> <br />2815 <br />form depressed slab areas ----- <br />2 <br />2820 mechanical/electrical 3 <br />2830 pour slab ~ <br />2840 _ stress tendons ~ <br />2850 __ strip forms ~ 5 <br />2860 ~ frp columns i 3 <br />2870_ frp west shear wall ! g ~ <br />2880 reshores removed j ~ <br />GB - Ground'Levef~Pour',:B },,~' j;~'' ~ ~ 's:, <br />2900 form slab j 7 <br />2910 rebadtendons j 4 <br />2915 form depressed slab areas ~ 2 <br />2920 mechanicaUelectncal j 3 <br />2930 pour slab ~ <br />2935 bearing cmu walls ~p <br />2940 stress tendons ~ <br />2950 stri forms g <br />2960 frp columns 4 <br />2970 frp east shear wall ~ 5 <br />2981 reshores removed ~ <br />} K ~~ ~'~ ~';'..~ <br />2A - Second L'evel°Pour~A'~~ "4 ,~ ,z~,;,r} <br />.,_ ..._ ...... _ _.~ ,.,_ ~, <br />3000 form slab g <br />3010 rebadtendons 5 <br />3020 mechanical/electrical ~ <br />3030 pour slab ~ <br />` 3040 stress tendons <br />3050 strip forms <br />= 3060 frp columns <br />3070 frp shear walls <br />~ 3080 reshores removed <br />? _ . ~., . ... .., #...p..`a"N2itlY "~ <br />~2B -°Secontl Level,Pot <br />` 3100 form slab <br />>~ 3110 rebar/tendons <br />' 3120 mechanical/electrical <br />t 3130 pour slab <br />'~ 3140 stress tendons <br />: 3150 strip forms <br />y 3160 frp columns <br />< 3170 frp shear walls <br />3180 reshores removed <br />~3A''- Thi rd Level Pour ~ <br />~ 3200 form slab <br />' 3210 rebarJtendons <br />~ 3220 mechanical/electrical <br />. 3230 pour slab <br />3240 stress tendons <br />'• 3250 strip forms <br />3260 frp columns <br />3270 frp shear walls <br />~0 09JUL~99 A~ ~20JUL9.9 A <br />0 191 JUL99 A i27JUL99 A endons <br />0~27JUL99 A 28JUL99 A <br />~ epressed slab areas <br />0 26JUL99 A 28JUL99 A nical/electrica+ <br />0 ~ 29JUL99 A I 29JUL99 A Islab <br />- <br />0 --- ---- <br />03AUG99 A <br />03AUG99 A <br />ess tendons <br />0 03AUG99 A ', 09AUG99 A strip forms <br />0 03AUG99 A r06AUG99 A p columns <br />0 30JUL99 A I 09AUG99 A frp west shear wall <br />1 28SEP99 r28SEP99 1~ reshores removed <br /> ,~.~~x <br />~ ~ ~„~ ~: <br />0 19JUL99 A i28JUL99 A lab <br />0 27JUL99 A ~ 04AUG99 A ebar/tendons <br />0 04AUG99 A 05AUG99 A rm depressed slab areas <br />0 02AUG99 A 05AUG99 A echanical/electricai <br />0 O6AUG99 A 06AUG99 A our slab I <br />0 10AUG99 A 30AUG99 A ~ bearing cmu walls <br />0 09AUG99 A 09AUG99 A stress tendons <br />0 10AUG99 A 16AUG99 A strip forms <br />0 10AUG99 A I 13AUG99 A frp columns <br />0 10AUG99 A 16AUG99 A frp east shear wall <br />1 070CT99 070CT99 LQ reshores remov <br /> _ <br /> <br />~ ~~ ~ ~~~; <br />~~_ _ _ ---- __ _ <br />-- _ --- -_ <br />0 29JUL99 A 16AUG99 A form slab <br />0 16AUG99 A 23AUG99 A ~ rebar/tendons <br /> <br />0 <br />20AUG99 A <br />23AUG99 A ~ <br />Q7 mechanical/electrical <br /> <br />0 <br />24AUG99 A <br />24AUG99 A ~ <br />P pour slab <br /> <br />0 <br />28AUG99 A <br />28AUG99 A ~ <br />1p stress tendons <br />0 31 AUG99 A 08SEP99 ~ strip forms <br />0 25AUG99 A~ 31AUG99 A ~ frp columns <br />0 25AUG99 A 31AUG99 A ~ frp shear walls <br />1 190CT99 190CT99 1~7 reshores <br />1 <br />9 <br />6 <br />6 <br />1 <br /> <br />~~,: <br />' a~~ ~ <br />y '- y. <br />8 0 16AUG99 A 31AUG99 A ~ for m slab <br />8 1 27AUG99 A OSSEP99 rebarltendons <br />2 2 08SEP99 09SEP99 mechanical/electrical <br />1 1 10SEP99 10SEP99 pour slab <br />1 1 14SEP99 14SEP99 Lq stress tendons <br />8 8 15SEP99 24SEP99 ~/ strip forms <br />6 6 13SEP99 20SEP99 A frp columns <br />5 5 13SEP99 17SEP99 ~' frp shear walls <br />1 1 290CT99 290CT99 <br />~ <br />; :~x ~ <br />8 3 31AUG99 A 10SEP99 <br />7 7 13SEP99 .21SEP99 <br />2 2 20SEP99 21SEP99 <br />1 1 22SEP99 22SEP99 <br />1 1 27SEP99 27SEP99 <br />8 8 28SEP99 070CT99 <br />4 4 23SEP99 28SEP99 <br />6 6 23SEP99 30SEP99 <br />LQ resl <br />\ form slab <br />A rebar/tendons <br />~ mechanical/electrical <br />~ pour slab <br />L4 stress tendons <br />~7 strip forms <br />A frp columns <br />A frp shear walls <br />Pence/Kelly Construction, Inc. <br />