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SEISMIC DESIGN (ADU) <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 />190 ft2 <br /> D WALLS <br /> ( 0.015 + 0.01 ) AREA =4.8 K <br />V =0.162 x WD =0.77 K <br />Grid Line B' <br />80 ft2 <br /> D WALLS <br /> ( 0.015 + 0.01 ) AREA =2.0 K <br />V =0.162 x WD =0.32 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