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~ ~ ~ <br />~ <br />Courthouse Square <br />Court 8~ High Street <br />Satem, Oregon <br />Arbuckle Costic Architects, Inc <br />Desi n Development Probable Cost Estimate <br />Architectural Cost Consultants, LLC <br />James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA <br />6441 SW Canyon Court, Suite 103 <br />Portland, Oregon 97221 <br />Phone 503) 297-7210 Fax (503) 297-7187 <br />Estimate Date: R18-Aug-98 <br />Document Date: 23-Ju1-98 <br />Print Date: 18-Aug-98 <br />Print Time: 05:44 PM <br />Construction Start: Spring 99 <br />Ground Levei 23,249 <br />Second Floor 32,088 <br />Third Floor D ~~~ 32,088 <br />Fourth Fioor 32,088 <br />Fifth Floor 32,012 <br />Penthouse 1,818 <br />Total Gross Area 153,343 sf <br />Buildin Shell 8 Core Quanti Unit CosUUnit Cost Total Comments <br /> <br />MASONRY <br /> <br />Concrete Masonry Units <br />8" cmu backup @ gmd flr windows <br />674 sf 10.00 6,740 <br />' 6.74~' <br />Subtotal 6,740 30 So ' a0 SO $6,7a0 <br />Brick <br />brick veneer 31,503 sf 17.50 551,303 55~,303 <br />@ columns <br />soldier course 3,962 sf 23.00 91,126 <br />2,252 If 27.00 60,804 9~,t26 <br />s0,8oa <br />Subtotal 703,233 ' SO ' 30 Sd ' $0 $7U3,233 <br /> <br />TOTAL - MASONRY 5709,973 ' SO SO 30 So 3709,973 4.63 <br /> <br />METALS <br /> <br />Structurat steel <br />penthouse roof framing <br />6.4 ton 3,000.00 19,089 <br />~9,089 <br />assume 7.0 #/ sf <br />metal deck ' <br />penthouse roof <br />moment connections <br />shear studs 1,818 sf 2.00 3,636 <br />ea 750.00 0 <br />ea 5.00 0 3,636 <br />o <br />o <br />NIC - verify <br />NIC - verify <br />misc. bracing, baseplates, etc. 0.6 ton 3,000.00 1,909 1,909 <br />stair treads <br />SE & SW typ stair 1st to 5th flr 188 risers 105.00 19,740 79,~ao <br />SW stair 5th flr to roof 24 risers 95.00 2,280 2,280 <br />stair landings <br />SE & SW typ stair 1 st to 5th flr <br />SW stair 5th flr to roof <br />816 sf 30.00 24,480 <br />204 sf 30.00 6,120 <br />24,a8o <br />B,t2o <br />Subtotal 77,254 0 0 tl° ` 0 77,254 0.50 <br />Building Shell & Core Detail Estimate - Page 5 <br />