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I Act <br />ID <br />l Description <br />I ~ 4500 ! form slab <br />~ I' 4510 rebar/tendons <br />~ 4520 , mechanical/electrical <br />; ; 4530 pour slab <br />~! 4540 stress tendons <br />~ <br />~I, i 4550 strip forms <br />GI - Ground Level Pour G <br /> <br />' 4600 .form slab <br />_ <br />4610 <br />- , - -_ _ . <br />rebar/tendons <br />- - _ _ <br />4620 <br />,-. _ _ ' mechanical/electrical <br />. - _ - - <br />' 4630 <br />_ pour slab <br />- -- ---- --_ _ <br />4640 <br />- ' stress tendons <br />, __ _ __- -- --- - <br />4650 ' strip forms <br />Orig Rem ' Early <br />Dur Dur ' Start <br />6 6 31JAN00 <br />: 6 6 08FE800 <br />1 1,16FEB00 <br />, 1 1 17FE800 <br />1 1 22FEB00 <br />` 6 6 23FEB00 <br />Early <br />Finish <br />07FE600 <br />15FEB00 <br />16FEB00 <br />17FEB00 <br />22FEB00 <br />01 MAR00 <br /> <br />! Total <br />'1Float ----- zooo - -- - ~ <br />~AN FE~B MAR APR MAY~N JUL ~I <br />-~~ iIIIIIIIL~~~IIII~~ <br />~ ~ <br />' <br />46d1, form slab <br />~, <br />~ <br />72d ~ /Q7 rebar/tendons <br />I <br />, 72d i ~' mechanical/electrical <br /> <br />72d I <br />, <br />~ pour slab <br />72d I Y° stress tendons <br />160d { , L~7 strip forms <br />__ _ <br />4 , ___ _ - <br />4 OSFEB00 - - <br />11FEB00_ <br />. 46d{ <br />4' <br />. 4 14FEB00 <br />_ 17FEB00 <br />_ _ 53d1 <br />. --- i <br />1 1,18FE800 18FE800 53d~ <br />. <br />1 _ <br />1 21FE800 - -- <br />21FEB00 <br />_-- -- ._- ~ <br />53d~ <br />-- ---~ <br />___ __ ___ . <br />1' 1 24FE600 24FE600 53d! <br />--- , <br />4 __. _-- - _ <br />4 25FEB00 <br />01 MAR00 ._-~ <br />' 160d i <br />!9 form slab <br />Lp rebar/tendons <br />"L'4 mechanical/electrical <br />~4 pour slab <br />Y4 stress tendons <br />67 strip forms <br />GJ - Ground Level Pour H - - ~ <br /> - I <br />;; 4700 <br />! 4710 form slab <br />'rebar/tendons <br />_ 6T <br />I 6_ <br />T 6, 14FEB00 <br />6 22FEB00 _ 21 FEB00 <br />__29FEB00 _ 46d I~ <br />~ 46d~ <br />i 4720 __ <br />' mechanical/electrical 2 2' 29FEB00 01 MAR00 46d ; <br />; 4730 ' pour slab 1 1 02MAR00 02MAR00 ' 46d ! <br />~, 4740 ~ stress tendons 1, 1~ 07MAR00 07MAR00 ' 46d i <br />~'~ 475 p forms 6 _6; 08MAR00 15MAR00 ' 130d j <br />ROOF - Roof <br />; 4955 ~ elevator motors <br />i 4960 i penthouse Framing _ <br />~4963 ~ hvac and plumbing rough-in under RTU's <br />' <br />4965 I roofing <br />i <br />~ 4970 ~~ penthouse sheet metal <br />14975 RTU's <br />; 4985 i steel catwaik system <br />GRND - Ground Floor Skin <br />I 5005 metal framing and sheeting at columns W,S,E <br />~, 5015 cmu 6" stub wall <br />~ 5025 ~ precast WSE <br />'. 5035 brick veneer at columns WSE <br />! 5041 metal stud framing above storefront <br />~ 5045 I storefront system <br />W - West Elevation <br />'i 2-3 - 2nd thru 3rd <br />4989 erect scaffolding _ <br />4993 steel clips/canopy supports __ <br />4995 metal stud framing/wall sheeting <br />r5055 ~ brick veneer - - - - <br />r____ <br />i 5065 ~ window systems __ _ <br />, r - - --- <br />I 5095 I pedestrian canopies _ <br />--- _ - _ <br />~ 5105 ~ ceramic tile <br />! 3-4 - 3rd thru 4th <br />~ i 5106 ; metal stud framing/wall sheeting <br />1' ' 5116 ~ brick veneer <br />I . . . . . - - . _._' __-_ _ ..._ <br />------' ----- - <br />Pence/Kelly Construction, Inc. <br />~7 form slab <br />4~ rebar/tendons <br />Zg mechanical/electrical <br />~Y pour siab <br />~ stress tendons <br />~17 strip farms <br />1 0 i 05JAN00 A 05JAN00 A! ~ elevator motors <br />~ <br />' 10' 0~, 03JAN00 A 07JAN00 A~ penthouse Framing <br />~ 5' S' 31JAN00 04FE600 ' 163d I hvac and plumbing rough-in <br />; 20 13;18JAN00 A 23FE600 ~ 0 roofing <br />' 6I 6' 31JAN00 07FEB00 I 177d penthouse sheet metal <br />~ 2 0 17JAN00 A 17JAN00 A Y4 RTU's <br />I 15 , 15124FEB00 15MAR00 150d I ~ steel catwalk system <br />10 0I20SEP99 A 02NOV99 A <br />3 0 28SEP99 A 040CT99 A <br />3', 0 ~ 050CT99 A 02NOV99 A <br />10 _ <br />0': 220CT99 A 05NOV99 A <br />10 ~ 0! 220CT99 A 09NOV99 A <br />8 2~, 22NOV99 A 01 FEB00 <br />and sheeting at columns W,S,E <br />~er at columns WSE <br />d framing above storefront <br />178d ~1 storefront system <br /> 4' 0 250CT99 A 290CT99 A <br />- r _-. <br />0' -_..-.__ ... <br />290CT99 A 10NOV99 A <br /> <br /> <br />- ~ ,--__ <br />4 0'i <br />- <br />5 0I <br />; --•-- - <br />03NOV99 A 10NOV99 A <br />~ --- <br />OSNOV99 A 18NOV99 A <br /> <br />- <br /> <br />~ <br />5 0 <br />1 <br />I 1 }--- _ - - - <br />i 04JAN00 A 10JAN00 A <br />09FEB00 09FE800 <br /> <br />173d <br /> : <br />i 2 2 ~ <br />05APR00 06APR00 ~ 134d <br />3 ~ 0~'~ 2gNOV99 A 01 DEC99 A~ <br />. -- - <br />A <br />2', 0 06DEC99 A 07DEC99 AL <br />in~q <br />'canopy supports <br />framing/wall sheeting <br />1 <br />eer <br />w ndow systems <br />I ~Y pedestrian canopies <br />Z4 ceramic tile <br />I stud framing/wall sheeting <br />k veneer <br />- - -~ --- ~~ - Da~a oa~e 31JAN00. _ I <br /> Run Aale O7FEB00 ~ <br /> Slarldale iS~R99 ~ <br /> Mual fini~h Aate _ ~ <br /> veqe oumoer - en . 1 <br /> O Pnrtuvera Sy sloins_ Ir~c 'i <br />