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I Act - <br />~p Descrlptlon <br />~ ~4450 slnp (orms <br />~ 4460 _reshores removed <br />GH - Ground Level Pour.H , ; ;,~; ~~ <br />I Orlg I Rom Early <br />i Dur i Dur Start <br />7 7 03FEE;~~O <br />~ 1~ 1 _14FE800 <br />~`'=~~ - ~ <br />Early 1999 ~ 2000 __. <br />Finlsh OC NOV DEC` JAN <br />5 1 815 2 9 6 13 027031017~ <br />- -- -- .._ _ - ~~ ,. <br />11FEB00 <br />14FE600 <br />~~ :~. <br /> ,-_ _- - --- <br /> <br />~ 4500 <br />form slab ; - _- <br />' S ------ <br />5 21 JAt ~r~r~ <br />27~AN00 ~ <br /> 4510 <br />~ rebar/tendons 3 3 28JAtlr~p 01FEB00 I <br /> 4520 mechanical/electrical _ ~ <br />1 <br />. . ~ <br />1 03FEEU0 ~ , --- j <br />O.,FEB00 <br /> <br /> <br />' <br /> <br />4530 <br />~ <br /> <br />pourslab <br /> <br />1 <br /> <br />1 04FEBG0 ; <br />. - -- <br />04FEB00~ <br /> 4540 <br />- .stress tendons __ _ ' 1 <br />- - _ 1 09FEEOG OSFEB00 ; <br /> <br /> <br />4550 <br /> <br />strip forms . _. . <br /> <br />5 _ <br /> <br />5 10FE800 <br />---~ <br />16FEB00 ' <br />L j 4560 reshores removed 1 1 21 FEB00 21 FEB00 ' <br />GI - Ground Level Pour I :~~.: - '~ ~ ~• r ,, <br />u -~ ; r ~{ <br />~. <br /> 4600 form slab <br />4610 rebar/tendons <br /> 4620 mechanical/electrical <br /> 4630 pour siab <br /> 4640 stress tendons <br /> 4650 strip forms <br /> 4660 reshores removed <br />GJ -, Ground Level'Pour J ~; <br />~ 6; _ 6 28JAN00 `04FE600 <br />4 4 07FEB00 10FE600 <br />-~------ -- -- <br />' 1 1 11FEB00 11FEB00 <br />i 1'~ 1 14FEB00 14FE600 <br />1 1 17FEB00 17FE600 <br />6, 6 18FEB00 25FEB00 <br />I 1' 1 29FEB00 29FEB00 <br />-` - -;~ <br />4700 form slab i 6' 6 07FEB00 14FEB00' <br />4710 rebar/tendons 4; 4 15FEB00 I18FE800 <br />4720 mechanical/electrical 1' 1 21 FEB00 21 FEB00 ~ <br />4730 pourslab i ~I 1 22FE600 22FE600 <br />4740 'stress tendons 1 ~~ 1 25FE800 25FE600 <br />4750 strip forms i 61 6 28FE800 j 06MAR00 <br />4760 ! reshores removed ~ <br />• 1 1 08MAR00 ~ 08MAR00 <br />~~~ <br /> <br />4955 ~ elevator beams/motors <br />4960 i penthouse Framing <br />4962 j plumbing rough-in <br />4963 i hvac rough-in <br />4965 ~ roofing <br />4970 penthouse sheet metal <br />4975 RTU's <br />4985 steel catwalk system <br />~RND: :"Ground Floo~;Sk <br />~ ~-"~•~~r~ <br />/~3 <br />I 5 5 30DEC99 j OSJAN00 ~ L~J elevator~ <br />! 10 i 10 O6JAN00 19JAN00 ~ P <br />i 8 ; 8 20JAN00 !31JAN00 ~j <br />~ 9 i 9 30DEC99 ~ 11JAN00 ~Q~~ hvac' <br />j 20 20 13JAN00 ~09FEB00 ~ <br />i 6 6 20JAN00 27JAN00 ~ <br /> <br />2 <br />2 13JAN00 ' <br />14JAN00 i <br />m RTU <br />15 15 10FE600 ~ 01 MAR00 ~ <br />_ ~.. - . } .. .. ',' _ <br />5005 _ metal framing and sheeting at columns W,S,E <br />5015 ~ cmu 6" stub wall <br />5025 ~ precast WSE _~ <br />5035_ -rbrick veneer at columns WSE ~ <br />5041 __~metal stud framing above storefront ~ <br />5045 storefront system <br />W= West Elevation r' `' p~ ~,,~, ~r ~ ~ <br />~~T .dL7~l'..tF~' ~,1y~'ai=~~~,. ~"r,7w 57w:d.°~~C~ T~' <br />2-3 - 2nd thru 3rd ' , ~ <br />' 4989 ~ erect scaffolding <br />, 4993 ~ steel clips/canopy supports ~ <br />Pence/Keily Construction, Inc. <br />--- ------ <br />--- - -- <br />, _~ .' .' , w <br />~U.`~_ I ~ <br />.~,•~,~~~ <br />10 20 0 ES P99 A', 02NOV99 A metai framing and sheeting at columns V <br />~ 0 28SEP99 A ~ 040CT99 A stub wall <br />3; 0 OSOCT99 A; 02NOV99 A precast WSE <br />--r --- ---- <br />10 3 220CT99 A~05NOV99 brick veneer at columns WSE <br />-} --•----- <br />1-0-} 3 220CT99 A; 05NOV99 metal stud framing above storefront <br />8' 8 OSNOV99 '! 17NOV99 ~7 storefront system <br />~; ._/~µ ~ ~S:'~ .. `-a . - __-__--__- . _ _ I <br />.: <br />4I 0 250CT99 A'~, 290CT99 A L~ erect scaffolding ~ <br />2 0 290CT99 A ~ 02NOV99 A L}~ steel clips/canopy supports <br />--. _ __ _ - f _ ___-~ <br />0~~~ .Ln O7NUV99 ~ <br />R~n aw O7NUV99 ~ <br />SW1JaM tyMAH99 ~ <br />Mutl NWII O~I_ _ j <br />Pa~numDer pA __I <br />O 1l`tivv~_ S1Hem~~ Inc <br />__. . _ <br />-_ __ _ _' I <br />