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SEISMIC DESIGN (MAIN DWELLING) <br />V =SDS x 0.7 x 1.3 WD =0.162 WD <br />(R/I) <br />WHERE:SDS =1.160 <br />R =6.5 <br />I =1.00 <br />Grid Line A <br />50 ft2 <br /> D WALLS <br /> ( 0.015 + 0.01 ) AREA =1.3 K <br />V =0.162 x WD =0.20 K <br />Grid Line B <br />50 ft2 <br /> D WALLS <br /> ( 0.015 + 0.01 ) AREA =1.3 K <br />V =0.162 x WD =0.20 K <br /> ROOF TRIB. AREA = <br />WEIGHT OF ROOF = WD = <br /> ROOF TRIB. AREA = <br />WEIGHT OF ROOF = WD = <br />1401 W Highland St & #2 - <br />101118574 & 766/10/2024