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CLIENT: <br /> NASHAASSOCIAT S SEISMIC ANALYSIS PROJECT: <br /> ARCHITECTS DATE- <br /> HAVE: <br /> 2 <br /> SEISMIC: <br /> V = (C.) (Wdl) (Plyxaad) <br /> 2nd Level• <br /> Roof. or (Asphalt / Cedar Shake) io#/ft, x_._ 1154 of �_ 11540 <br /> (Tile) 18#/ft X of = <br /> Exterior Walls: L x 10#/sf x 1/2 (h) Sq 1 <br /> a7x 10x4.04 <br /> E <br /> cl <br /> Interior halls: L x 8#/sf x 1/2 (h) <br /> 132 x S x 4.04 4266 (I� <br />{ <br /> TOTAL: Ig725 Iq.�k <br /> lot Level• <br /> Roof. (let Floor Roof) 10#/ft x 82 sf = 820 <br /> 2nd Floor. 10#/ft x 1154 of = 11540 <br /> Exterior Wes: (Ep) + L x 10#/81(X11/2 (h) 8239 <br /> (3Q f q) + a6 x 10 x 4.5 <br /> (11) <br /> Interior Walls: Vp) + L x 8#/ef x 1/2 (h) <br /> (4266)+ 73 x 8 x 4.5 C�8g4 <br /> TOTAL � 274g3 2-1.5k <br /> entent: <br /> 1at Fly . 10#/ft x XXXX of = <br /> Exterior Walls: (E1) + 10#/ef 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 1/2 (h) <br /> TOTALXXXX XXXXk <br /> TOTAL; 4-7218 4-1.2 k <br /> 8003 118th AVE NE Kirkland, WA 98033 (426) 828-4117 <br /> WWW NASD—ARCHITECTS.COM , <br />