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CLIENT. <br /> SEISMIC ASSOG7A'�'E5 SEISMIC ANALYSIS PROJECT: <br /> ARCHIT'ECT'S DATE: <br /> NAMJB: <br /> 2 <br /> SEISMIC: <br /> V = (C.) (Wdl) (Plyw d) <br /> 2nd Level• <br /> Root. or (Asphalt / Cedar Shake) 10#/ft x 1154 sf 11540 <br /> (Tue) 18#/ft x of = <br /> Exterior WaIU: L x 10#/af x 1/2 (h) <br /> qrt x 10 x 4.04 3glq (E2) <br /> Interior Wails: L x 8#/af x 1/2 (h) <br /> 132 x 5 x 4.04 4266 (I� <br /> TOTAL- ]g725 Iq_Zk <br /> 1st Leval• <br /> Root: (let Floor Root) 10p/ft X 82 st = 820 <br /> 2nd Floor. 10,E/ft x 1154 at = 11540 <br /> (El) <br /> Exterior Walls: (Ep) + L x 10#/af x 1/z (h) 823q <br /> (3alq) + q6 x 10 x 4.5 <br /> (I1) <br /> Interior Walls: (Ip) + L x 8#/af x 1/2 (h) 68g4 <br /> (4266)+ -73 x 8 x 4.5 <br /> 704AL = 2-74g3 27.5k <br /> ent: <br /> !at Flo 101/ft Jt XXXX of <br /> Exterior Walla: (E1) + 'O#/sf x 1/2 (h) XXXX <br /> (XXXX)+ L x 1/2 H <br /> Interior Walls: (I1) 8#/sf x 1/2 (h) XXXX <br /> XX)+ L x 8#/sf x 112 (h) <br /> TOTAL• - XXXX XXXXk <br /> TOTAL = 4?215 4'7.2k � <br /> BOOS 118tls AVE NE Kirkland, WA 98033 (425) 828-4117 <br /> 1►W1►NASH—ARCF1lTECTS.COM <br />