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E <br />l 1999 <br /> Act <br />ID Descriptlon Orig <br />D Rem <br />D ar <br />y <br />Early <br />rt Finish <br />St MAY JUN <br /> ~ ur ur a <br />--.. 17 4 1 7 14 <br /> <br />- <br /> <br />-.___ <br />, 2555 <br />_--- - <br />- <br />frp ramp footings ---- <br /> <br />4 <br /> <br />4 <br /> <br />14JUN99 i 17JUN99 <br />- ------ -• --- <br />~ <br />--- _ <br /> -- - <br />, 2560 _ <br />frp ramp walls <br />4 _- <br />4 <br />18JUN99 ' 23JUN99 ~ <br />I <br /> _ <br />2570 frp columns <br />~ 3 3 24JUN99 '.28JUN99 <br />- ~ <br /> --_ <br />- <br />2580 _- -- <br />frp east shear wall <br />5 <br />5 <br />_ <br />- <br />27MAY99 '' 02JUN99 <br />.._ <br />_ --- <br />- frp east shear wall ~ <br /> --- <br />2590 underground utilities 2 --- <br />2 . <br />22JUN99 23JUN99 ~ <br /> 2600 ! sog prep 2' 2 29JUN99 30JUN99 <br />i <br /> ~ 2610 ~ fp sog 3 3 01JUL99 06JUL99 j <br /> 2620 <br />;~GA`1' ~, masonry bearing walls <br />Ground ~Le: e o 3 <br />, 3 07JUL99 ~ 09JUL99 <br />1 ~~ , F~ ~ ' ~'~~~~,.~'~>~ i <br />~I <br /> 2690 set tower crane 3 3 14JUN99 ' ~ 16JUN99 ~~ <br /> 2700 form slab 6 6 18JUN99 25JUN99 ~ <br /> 2710 rebar/tendons 4 4 28JUN99 '01JUL99 <br /> = 2720 mechanical/electrical 1 1 01JUL99 101JUL99 i, <br /> 2730 pour slab 1 1 02JUL99 i 02JUL99 '~ <br /> .2740 i stresstendons 1 1 08JUL99 08JUL99 <br /> ~ 2750 strip forms 6 6 09JUL99 '~ 16JUL99 I <br />~ <br /> 2760 ~ frpcolumns 3 3 06JUL99 108JUL99 j <br /> ~ 2770 <br />F f ' <br />~GA~~nG reshores removed <br />~. +u.~ .• <br />round.,Le~e; _ 1 <br />a 1 20JUL99 '~ 20JUL99 <br />,~e'# ~ .Mn 4'cr:~ <br />°~Y-,c.~r-~- + ~~:~i.~~ <br />_-_._ ~~ <br />____.__-___-_.__ _.__. . ..___-__.____._... _... <br />1 <br /> ~ 2800 ~ form slab 5 5 02JUL99 1 09JUL99 I <br /> fi 2810 rebar/tendons 4 4 12JUL99 15JUL99 <br /> ~'. 2820 mechanical/electrical 1 1 16JUL99 i 16JUL99 I <br /> ~ 2830 pour slab 1 1 19JUL99 , 19JUL99 <br /> ~' 2840 stress tendons 1 1 22JUL99 22JUL99 <br /> R 2850 stripforms 5 5 23JUL99 ~~ 29JUL99 ~ <br /> ~ 2860 frp columns 3 3 20JUL99 ~ 22JUL99 i <br /> ° 2870 fr west shear wall 6 6 20JUL99 i 27JUL99 I <br /> 2880 reshores removed <br />~ B;-,GroundgLe 1 1 <br />t~~: 06SEP99 <br />, .~ 06SEP99 <br />' ' ____J <br />------ ~ <br /> .,~. _ <br />" 2900 . . ., <br />form slab <br />5 <br />5 <br />12JUL99 <br />16JUL99 <br /> ; 2910 rebar/tendons 4 4 19JUL99 22JUL99 ,I <br />~ <br /> : 2920 mechanical/electrical 2 2 22JUL99 23JUL99 i <br /> ;; 2930 pour slab 1 1 26JUL99 26JUL99 <br /> ~. 2940 stress tendons 1 1 29JUL99 29JUL99 ~ <br /> F, 2950 strip forms 5 5 30JUL99 05AUG99 <br /> ' 2960 frp columns 3 3 27JUL99 29JUL99 ~i <br /> > 2970 frp east shear wall 5 5 27JUL99 02AUG99 , <br /> ' 2981 <br /> <br />,~;3 <br />,, <br />' 3000 reshores removed <br /> <br />econ ,,, eve <br />... <br />form slab 1 <br /> <br /> <br />9 1 <br /> <br />~ ; <br /> <br />9 10SEP99 <br /> <br />_ <br /> <br />19JUL99 10SEP99 <br /> <br /> <br /> <br />9JUL99 <br />- ~ <br />--- _ _ _ <br />--- ------ , <br /> ` 3010 rebar/tendons 6 6 30JUL99 06AUG99 ~ <br />~ <br /> " 3020 mechanical/electrical 1 1 06AUG99 06AUG99 ' <br /> ' 3030 pour slab 1 1 09AUG99 09AUG99 <br /> '` 3040 stress tendons 1 1 12AUG99 12AUG99 <br /> " 3050 strip forms 9 9 13AUG99 25AUG99 <br /> . 3060 frp columns 3 3 10AUG99 12AUG99 ~ <br /> ' 3070 frp shear walis 6 6 10AUG99 17AUG99 <br /> ~~~ 3080 reshores removed <br />r», ~..,...,.. ~ B <br />~2B = Second L ~ 1 1 <br />=~ <br />~~::,, ~~ 27SEP99 <br />, , ~ti~~ <br />~, .fr ;~, 27SEP99 <br />=: <br />r.~~ <br />- ~ <br />__ ___- - - --- ___ <br />~ <br /> ? 3100 form slab 8 8 30JUL99 10AUG99 i <br /> ` 3110 rebar/tendons 6 6 11AUG99 18AUG99 , <br /> 3120 mechanical/electrical 2 2 17AUG99 18AUG99 ~ <br /> ` 3130 pour slab 1 1 19AUG99 19AUG99 <br />_ -- osu au 2u.u~rec~ <br />Run tl~le 76A1AY9B ~ <br /> <br />I Sunwu ~snwtea j <br />""°•'""'"a•'= ' <br /> nc. <br />Pence/Kelly Construction, Pp~ counl 7B <br />O AImsYM S~tem~. Inc. i <br /> <br />