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4: Building Option 2 - Reduce Size <br />DEDUCT <br />Foundations <br />Stem wall <br />Cont^ fooiing, 2x1 (CMU) <br />soc,4" <br />Footing drain <br />Superstructure <br />Exterior walls - CMU <br />HSS beams, 6x6x3/B <br />HSS beams, 6x6xB/B <br />Joists - 2x8, 24" OC <br />'1 /2'' plywood sheathing <br />Tapered plaster soffitlroof overhang <br />Light well - metal clad <br />Exterior enclosure - CMU <br />Exterior glazing - storefront incl. operable ticket window <br />Door - HM, single <br />Door - glazed, double <br />Roofing <br />Membrane roof system - TpO <br />Coverboard <br />Vapor retarder <br />Roof insulation, R-49 <br />lntegral gutter M downspout <br />Skylight <br />Exterior enclosure <br />Exterior glazing - storefront incl. operable tjcket window <br />Door - glazed, double <br />lnterior construction <br />lnterior of exterior - GWB <br />Door - WD, single <br />lnterior finishes <br />Walls - painted <br />Mechanical <br />Minisplii <br />Ductwork <br />Controls <br />Electrical <br />Feeders <br />Light lixtures - XL4 <br />i 1 lai) <br />i|.35) <br />ri) 87\ <br />{30{-lt <br />i27 !;'; <br />( iilCt <br />{145) <br />(:r5) <br />(?'2:i'; <br />{r; <br />{J; <br />(2?3t <br />(1j <br />cc <br />EA <br />EA <br />(35) LF <br />(2isi sF <br />i35t LF <br />55.00 <br />185.00 <br />13.10 <br />30.00 <br />62.50 <br />1 3,1 00.00 <br />1 3,1 00,00 <br />'18.50 <br />5.50 <br />45.00 <br />85.00 <br />1 10.00 <br />2,500.00 <br />6,125.00 <br />1 10.00 <br />6,125.00 <br />8.50 <br />2,200.00 <br />2.20 <br />4,500.00 <br />14.50 <br />8.50 <br />4.50 <br />450.00 <br />i1 925) <br />(247i <br />i3 603) <br />a1 {,.50) <br />irc,62a) <br />!\1 1 ,15'.\ <br />(,11 ,14i4\ <br />(14.91ti) <br />( i ,!:1 1\; <br />(/i,500) <br />(?_,3?5\ <br />SF <br />TN <br />TN <br />LF <br />5r <br />Qtr <br />SF <br />i192) SF <br />i1g2\ sF <br />i1a2) sF <br />r 1Cl)t Qtr <br />(:25| LF <br />.,48) SF <br />i 1;J { ini <br />i;2,ii00) <br />(i.^r'.1.1'1 <br />iJrl. )Jrl l <br />(6..25,\ <br />19.50 <br />8.45 <br />4.15 <br />6.50 <br />26.00 <br />115.00 <br />t.l,74tl <br />i.i:62?\ <br />{7t)7 t <br />('i,:248t <br />(lj5il; <br />,, q. ( li'., <br />SF <br />EA <br />I1) EA <br />t3:2ii) sF <br />i1) EA <br />\248i LBs <br />i260) sF <br />(1 .A96) <br />(7,20{)t <br />t7A4j <br />{'26a) <br />(4, <br />QI: <br />EA <br />(a,5aa) <br />(3,0 r6) <br />Q,r)14) <br />i1 .";7A) <br />(1,8C0)