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- - -- - - 1999 <br />Act Description Orig Rem Early Early ~UN JUL AUG <br />ID Dur Dur Start Finish ~ ~4 1 8 5 12 19 6 2 9 18 3 <br />- - <br /> ----- <br />~.; 3340 _ _---- <br />stress tendons 1 _ .. -- <br />1 --- - <br />17SEP99 _ <br />17SEP99 <br /> ~ 3350 strip forms 6 _ 6 20SEP99 27SEP99 <br /> .' 3360 frp columns 3 3 15SEP99 17SEP99 <br /> ' 3370 frp shear walls 5 5 15SEP99 21 SEP99 <br /> ~ 3380 reshores removed 1 1 01 NOV99 01 NOV99 <br /> . <br />~.r , :p <br /> <br />~~ 3400 ~ ,, <br /> <br /> <br />form slab ~:~~ <br /> <br /> <br />8 ~~ , , <br /> <br />,'r.k,; <br />8 ,,: ~ <br />~ti~. <br />~ <br />09SEP99 <br /> <br /> <br />0SEP99 <br /> " 3410 rebar/tendons 6 6 21SEP99 28SEP99 I <br /> j 3420 mechanical/electrica~ 2 2 27SEP99 28SEP99 ~ <br /> 1 3430 pour slab 1 1 29SEP99 29SEP99 <br /> ? 3440 stress tendons 1 1 040CT99 040CT99 <br /> ° 3450 stnp forms 8 8 050CT99 140CT99 <br /> 3460 frp columns 2 2 30SEP99 010CT99 <br /> 3470 frp shear walls 6 6 30SEP99 070CT99 <br /> ' 3480 reshores removed 1 1 16NOV99 16NOV99 <br /> ~~B~ ~'Fo~ <br /> <br />j 3500 rfh~~e e <br /> <br />form slab <br /> <br />6 <br />~~ <br />`~~ <br />6 ~~ ~ <br /> <br />21 SEP99 " <br /> <br />28SEP99 <br /> ' 3510 rebar/tendons 4 4 29SEP99 040CT99 <br /> :' 3520 mechanical/electrical 1 1 010CT99 010CT99 <br /> ' 3530 pour slab 1 1 040CT99 040CT99 <br /> ' 3540 stress tendons 1 1 070CT99 070CT99 ' <br /> ' 3550 strip forms 6 6 OSOCT99 150CT99 I <br /> : 3560 frp columns 3 3 050CT99 070CT99 <br /> ; 3570 frp shear walls 5 5 050CT99 110CT99 <br /> 3580 <br />~if <br />:. 3600 reshores removed <br />f Le~e <br />form slab 1 <br /> <br />8 1 <br /> <br />8 26NOV99 <br /> <br />30SEP99 26NOV99 <br /> <br />110CT99 <br /> ' 3610 rebar/tendons 6 6 120CT99 190CT99 <br /> ` 3620 mechanical/electrical 2 2 180CT99 190CT99 <br /> -: 3630 pour slab 1 1 200CT99 200CT99 <br /> : 3640 stress tendons 1 1 250CT99 250CT99 ', , <br /> 3650 strip forms 8 8 260CT99 04NOV99 ~ <br /> 3660 frp columns 3 3 21 OCT99 250CT99 <br /> 3670 frp shear walis 6 6 210CT99 280CT99 <br /> 3680 <br />~ <br />- 3700 reshores removed <br /> <br />form siab 1 <br /> <br />6 1 <br /> <br />6 29NOV99 <br /> <br />120CT99 29NOV99 <br /> <br />190CT99 <br />~ <br /> + 3710 rebar/tendons 4 4 200CT99 250CT99 <br /> 3720 mechanical/electrical 2 2 220CT99 250CT99 <br /> ' 3730 pour slab 1 1 260CT99 260CT99 <br /> : 3740 stress tendons 1 1 290CT99 290CT99 ' <br /> 3750 strip forms 6 6 01 NOV99 08NOV99 ' <br /> 3760 frp columns 3 3 270CT99 290CT99 <br /> 3770 frp shear walis 5 5 270CT99 02NOV99 <br /> 3780 <br />O <br />;: 3800 reshores removed <br /> <br />fortn slab 1 <br /> <br />9 1 <br /> <br />9 30NOV99 <br /> <br />200CT99 30NOV99 <br /> <br />01 NOV99 <br /> ~ 3810 rebar/tendons 6 6 02NOV99 09NOV99 <br /> F 3820 mechanical/electrical 2 2 08NOV99 09NOV99 . <br /> - 3830 pour slab 1 1 10NOV99 10NOV99 , <br /> ~ 3835 roofcurbs 10 10 11NOV99 24NOV99 ' <br /> = 3840 stress tendons 1 1 15NOV99 15NOV99 <br /> 3850 strip forms 9 9 16NOV99 26NOV99 <br /> 0~4 tlw 23JUN9- <br />Run Gro 2JJUN9D <br /> Stan Cab 75AUR99 <br />Mu~tNwMtlsN <br /> Pence/Kelly Construction~ I~1C. P •~ ~A <br />O Pmrrsn S nem~ Inc. <br />