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SEISMIC DESIGN <br />V =SDS x 0.7 x 1.3 WD =0.148 WD <br />(R/I) <br />WHERE:SDS =1.054 <br />R =6.5 <br />I =1.00 <br />Grid Line B <br />230 ft2 <br />210 ft2 <br /> D WALLS <br /> ( 0.015 + 0.01 ) AREA =5.8 K <br /> ( 0.012 + 0.02 ) AREA =6.7 K <br />V =0.148 x ( WDR + WD2 ) =1.84 K <br />Grid Line 1 <br />230 ft2 <br />210 ft2 <br /> D WALLS <br /> ( 0.015 + 0.01 ) AREA =5.8 K <br /> ( 0.012 + 0.02 ) AREA =6.7 K <br />V =0.148 x ( WDR + WD2 ) =1.84 K <br />WEIGHT OF 2ND FLOOR = WD2 = <br /> ROOF TRIB. AREA = <br />2ND FLOOR TRIB. AREA = <br />WEIGHT OF ROOF = WD = <br /> ROOF TRIB. AREA = <br />WEIGHT OF ROOF = WD = <br />2ND FLOOR TRIB. AREA = <br />WEIGHT OF 2ND FLOOR = WD2 = <br />1908 N Greenleaf St Unit# <br />24/22/2025