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' I Act ' Orig Rem Early Early <br />' :, ~p Description ! Dur Dur Start Finish <br />i _ _ I, ~ <br />i , . ; <br />i j 5540 sog prep 2 0 280CT99 A 290CT99 A <br />. ~ <br />, I 5550 fp sog 1 0 O6DEC99 A 09DEC99 A <br />PK - Parkinq Level Pour K <br />Total <br />Float ~ JA <br />IiI <br />0 26AUG99 A 27AUG99 A~ <br />~ <br />0 31AUG99 A 31AUG99 A' ~ <br />0 17NOV99 A 18NOV99 A''~ ~am <br />0 09DEC99 A 10DEC99 A I ~ columns <br />0 18NOV99 A 02DEC99 A 1 ~prep I <br />0 06DEC99 A 14DEC99 A I sog <br />i ! 5600 structural excavation <br />~ ~ 5610 frp pad footings <br />~ 5616 <br />; move ramp <br />~ i 5620 <br />;, frp columns <br />~'S640 sog prep _ <br />~ 5650 fp sog <br />GC - G round Level Pour A <br />~~ ~ 4000 form slab ' 4 0 10DEC99 A 17DEC99 A' I <br />iF4010 rebar/tendons 4 <br />T 0 15DEC99 A 23DEC99 A~-~,~ <br />I <br />4020 _ <br />mechanical/electrical ___ <br />_ <br />2 0 23DEC99 A . <br />27DEC99 A _ I <br />~ 4030 <br />; pour slab ^ 1 0 28DEC99 A 28DEC99 A ~ <br />-~ <br />F- <br />14040 stress tendons 1__ __0_ 03JAN00 A _03JAN00 A'~~ <br />j 4050 _ <br />strip forms 4 0 04JAN00 A 07JAN00 A'' <br />GD - Ground Level Pour B <br />_ I <br />~14100 form slab ' 4 0 15DEC99 A 29DEC99 A ~ <br />4110 rebar/tendons 4 0 28DEC99 A OSJAN00 A; F <br />I4120 mechanical/electrical ' 2 0 04JAN00 A OSJAN00 A <br />I! 4130 pour slab ' 1 0 O6JAN00 A 06JAN00 A; <br />' 4140 stress tendons 1 0 11 JAN00 A 11 JAN00 A, <br />j 4150 strip forms 4 0 12JAN00 A 17JAN00 A~ <br />GE - Ground Level Pour C <br /> <br /> 4200 form slab ~ 4 0 28DEC99 A , 10JAN00 A' <br /> 4210 rebar/tendons I 41 0 11JAN00 A 14JAN00 A <br /> 4220 mechanical/electrical ' 2' 0 14JAN00 A 17JAN00 A, <br /> 4230 pour slab ' 1 0 17JAN00 A 17JAN00 A! <br /> 4240 stress tendons ' 1~~ 0 20JAN00 A 20JAN00 A <br /> 4250 strip forms ~~ 4' 0 21JAN00 A 26JAN00 A <br />GF - Ground Level Pour D <br /> <br /> <br />! 430Q form slab <br />4310 rebar/tendons 6: <br />'I 6 0 11JAN00 A <br />0 18JAN00 A , 18JAN00 A <br />I 25JAN00 A <br />~ 4320 mechanicaUelectrical , 2'~, 0 26JAN00 A 26JAN00 A <br /> 4330 pour slab <br />_ 1 <br />~ - 0 28JAN00 A <br />---- '. 27JAN00 A' <br /> 4340 stress tendons I 1, 1 01 FEB00 ~ 01 FEB00 56d <br /> 4350 strip forms 6~ 6 02FEB00 09FEB00 175d <br />GG - Ground Level Pour E <br /> <br /> 4400 form slab ~ 5~ <br />~ 0 19JAN00 A 25JAN00 A <br /> <br />' ----• - -- <br />4410 rebar/tendons <br />_ -- ---- <br />_ <br /> <br />4420 mechanical/electncal _ _ <br />4430 pour slab <br />-- -- - - _ <br />` _ . --- <br />4440 stress tendons <br />~ _ --- --- --- _ <br />14450 strip forms --, <br />' 5 <br />-- _-~- • <br />1 <br /> <br />, ~ <br />_ ~ , <br />, . <br /> <br />__ , _ 5, <br /> <br />I _ .___ _ .- <br />4 31JANOOA <br />- - - <br />1 04FEB00 <br />. --- -- <br /> <br />1 07FEB00 <br /> <br />1 10FE600 <br />_ -- <br /> <br /> <br />5 11FE600 ~--- <br />03FEB00 <br />•- -- - <br />04FEB00 <br />~ - -- <br /> <br />I07FE600 <br /> <br />' 10FE600 <br /> <br />--- _ <br /> <br />~17FEB00 <br />50d <br />-- <br />50d <br />- - <br /> <br />_50~ <br /> <br />50d ~ <br /> <br />- - <br /> <br />169d1 <br />GH - Ground Level Pour F I <br />Pence/Kelly Construction, Inc. <br />xm slab <br />~ebar/tendons <br />mechanical/electrical <br />pour slab <br />~ stress tendons <br />7 strip forms <br />form slab <br />7 rebar/tendons <br />3 mechanical/electrical <br />g pour slab <br />~ stress tendons <br />a7 strip forms <br />7 form slab <br />9 rebar/tendons <br />m mechanical/electrical <br />~ pour slab <br />~ stress tendons <br />[~/ strip forms <br />~7 form siab <br />rebar/tendons <br />mechanicaUelectrical <br />pour slab <br />stress tendons <br />~ strip forms <br />orm slab <br />1 rebar/tendons <br />3 mechanical/electrical <br />~ pour slab <br />;~ stress tendons <br />~ strip forms <br />~ I JUL J <br />i~!~.. . <br />- _ _ - - - _ _ _ - -- _ _ - -------r <br />OalaGale <br />JIJAN00 <br />RunCale O7FE800 <br />5~a~ Ca~e 15MAR59 <br />Musl finiN Aale_ ~ <br />Paya mimEw _ 7A . <br />O P=ma ra ~ slnm~. Inc <br />. . __ __ _ . __- -~-~ . - "__ _ .__ <br />2000 <br />