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<br />Courthouse Square
<br />I _ _ _ _.
<br />Architectural Cost Consultants, LLC
<br />COUrt 8~ High Street I James A. Jerde, AIA - Stanley J. Pszczo~kowski, AIA
<br />Salem, Oregon I 6441 SW Canyon Court, Sufte 103
<br />Arbuckle Costic Architects, Inc PoRtand, Oregon 97221
<br />50°~ Contract Documents Estimate
<br />~- -- f Phone (503 297-7210 Fax 503 297-7187
<br />-- -- ---- - ------- ~- - ---~--~-------- ----- ---
<br />_--- --- -- - ----
<br />_ _----- __ _-
<br />- -Ground Level - - - _ _
<br />- -
<br />23.249
<br />31
<br />537
<br />Second Floor ,
<br />32,088
<br />Third Floor 32,088
<br />Fourth Fioor 012
<br />32
<br />Fifth Floor ,
<br />~'818
<br />Penthouse 152,792 sf
<br />Totel Gross Area
<br />_.
<br />--
<br />- -- --- - _ --
<br />Buildin Shell & Core
<br />
<br />- --9 --- - -- - --- --
<br />
<br />
<br />-
<br />_-- - ---- --- - - --
<br />Quantity Unit CosUUnit Cost Total '' ~ _,._ ~~ ,.. ~ ' ~~. ~~r ~
<br />----- -- -
<br />-- - --- --- _ _ -
<br />
<br />WOOD & PLASTICS
<br />Rough carpentry
<br />miscellaneous blocking
<br />Y:" ttd plywd @ parapet
<br />Subtotal
<br />Finish carpentry
<br />window sill
<br />chair rail
<br />Subtotal
<br />Casework
<br />' restrooms (2nd, 3rd, 4t
<br />plam lav counter
<br />janitors closet (2nd, 3rd
<br />shelving
<br />Subtotal
<br />L WOOD & P
<br />Comments
<br />8~ backing 152,792 sf 0.35 53,477 53,a~~ incls roof blockinc
<br />backing 3,856
<br />856 sf 1.35
<br />2 3,856
<br /> ___
<br />,
<br />57,333 ao ao S0 30 E57,333
<br /> 1,793 If 9.00 16,137 16,~37
<br /> 696 If 8.00 13,568
<br />1 ~3,568
<br /> ,
<br />-- 29,705 3o So So 30 529.705
<br />8~ 5th flrs)
<br />64.0 If 95.00 6,080
<br />6,oeo
<br />, 4th & 5th flrs)
<br />54.0 If 84.00 4,536
<br />4,536
<br />
<br />'
<br /> 10,616 SO SO 30 30 510,616 0.0
<br />.
<br />
<br />ASTICS ~97,654 SO SO 3o So 597,65a h
<br />_____ ~•~
<br />L
<br />TOTA - -- -- -------------- --
<br />MOISTUKt - I HtKMHL I.VIV I KvL _
<br />Waterproofing & Damproofing
<br />air barrier sheet @ ext wall
<br />vapor barrier @ ext wall
<br />fl
<br />th .__.__
<br />
<br />43,667
<br />43,667
<br />1
<br />818 _____
<br />
<br />sf
<br />sf
<br />sf -
<br />
<br />0.10
<br />0.12
<br />0.00 _
<br />
<br />4,367
<br />5,240
<br />0 -
<br />
<br />4,367
<br />5,2ao
<br />o
<br />
<br />
<br />
<br />IC
<br />oor
<br />ouse
<br />waterproof pen
<br />Subtotal , _ ____ 9,607 SO 3o So 3o Ss,6o7
<br />Insulation
<br />Rigid insulation
<br />roof R-30 tapered insltn
<br />32,253
<br />sf
<br />1.90
<br />61,280
<br />s~,2so
<br />o
<br />
<br />NIC per dtl S5.1
<br />underslab & fndtn wall insulation sf 1.00
<br />1
<br />25 0
<br />194
<br />8 8,1sa verify R value &
<br />@ arcade soffit 6,555 sf . ,
<br />Batt insulation
<br />34
<br />336
<br />sf
<br />0.85
<br />29,186
<br />29,~86
<br />R-19 @ ext. walls , - - - --- -- -- -- 0 0 659
<br />98
<br />~..,~~„~,,, 98,659 0 0 .
<br />Estimate Date: R 03-Dec-9 ~
<br />Document Date: 29-Oct-98 ~
<br />Print Date: 03-Dec-98 ~
<br />Print Time: 11:07 AM
<br />Construdion Start Spring' 99
<br />1
<br />type of mtrl
<br />Building Shell & Core Detail Estimate - Page 7
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