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H plt = 9.00 ft <br />Roof Dead Load =DL r = 12.0 psf <br />Exterior Wall Dead Load =DL wext = 16 psf <br />Seismic Response Factor =C s = 0.133 <br />Tributary Width:A T = 22.75 ft <br />Seismic Reaction:V = C s L BW (DL r A T +.5H plt DL wext ) = 2189.41 lbs <br />H t = 8.67 ft <br />Tributary Width:A T = 11.58 ft <br />Distributed Load @ End:w end = A*H t = 125 lb/ft <br />Distributed Load @ Interior:w int = C*H t = 83.2 lb/ft <br />a (See Wind Info):a = 3.03 ft <br />2a (See Wind Info):2a = 6.05 ft <br />Total Wind Load:W = w end (2a)+w int (A T -2a) = 1218.56 lbs <br />Reaction A:R A = w end (2a)(A T -a)(1/BL ) + w int (A T - 2a)(A T /2 - a)(1/A T ) = 670.14 lbs <br />Reaction B:R B = W - R A = 548.41 lbs <br />H plt = 9.00 ft <br />Roof Dead Load =DL r = 12.0 psf <br />Exterior Wall Dead Load =DL wext = 16 psf <br />Seismic Response Factor =C s = 0.133 <br />Tributary Width:A T = 11.58 ft <br />Seismic Reaction:V = C s L BW (DL r A T +.5H plt DL wext ) = 2366.46 lbs <br />Line B ; Second Floor: <br />Wind <br />Tributary Height: <br />Seismic <br />Plate Height: <br />Plate Height: <br />Raymar Street - Santa Ana Page 67 of 114Raymar Street - Santa Ana Page 69 of 116 <br />1306 W Raymar St <br />11/14/22