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� STRUCTURAL CALCULATIONS <br /> FOR � d (9U`(-Dv S <br /> EV�:RETT RETAIL �� B. N <br /> rOF WAsy�HG� <br /> l_1804 SR 99 � '� O <br /> EVERETT, WA 98204 <br /> � <br /> ��- � l W� CO�U2( S �1R-`Q� U ��� ONAL <br /> �' [xv�aEs env o �_ <br /> DESIGN CEIRITERIA: <br /> ROOF DEAD LOAD: 1� PSF (15 ROOF+3 M�CH.) <br /> ROOF SNOW LOAD: =5 PSF UNIF0.2M <br /> ) WIND DESIGN DATA: <br /> BASIC WIND SPEED: 85 MPH (3 SECOND GUST) <br /> W1ND EXPOSURE CATEGORY: B <br /> EARTHQUAKE DESIGN DATA: <br /> Ie= 1.0 <br /> SEISMIC USE GROUP = I <br /> MAPPED SPECTRAL RESPONSE ACCELERAT[ONS: <br /> SS = 128.2 <br /> S� =45.0 <br /> SITE CLASS: D <br /> SPECTRAL RESPONSG COEFPICIENTS: <br /> SDS =.855g <br /> SD1 = .46�g <br /> SGISMIC DESIGN CA1'EGORY: D <br /> BASIi, SEISMIC FORCE RESISTING SYSTEM: <br /> SPECIAL REINFORC�D MASONRY SHEAR WALLS <br /> R=5.0 <br /> DESIGN BASE SIiEAR: VST��crF�_ •171 W =,ffiK <br /> ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE <br /> I <br />