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Total shr wall length, SL = 7 = <br />Tributary width, TW = = 15 <br />Tributary length, TL = = 12.0 <br />Tributary area, TA = = 180 <br />Seismic shear, VSR= lb <br />Vs= plf <br />Wind shear, Vw = plf <br />Therefore V = max(VSR, Vw) = plf; <br />1 plf <br />7 ft shr wall panel: <br />Mot = V * HR * (shr wall panel) = <br />Mr= WDL*HR *shr wall anel 2 / 2= <br />Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] = <br />Total shr wall length, SL = 4.5 = <br />Tributary width, TW = = 5.3 <br />Tributary length, TL = = 12.0 <br />Tributary area, TA = = 63 <br />Seismic shear, VSR= lb <br />Vs= plf <br />Wind shear, Vw = plf <br />Therefore V = max(VSR, Vw) = plf; <br />1 plf <br />4.5 ft shr wall panel: <br />Mot = V * HR * (shr wall panel) = <br />Mr= WDL*HR *shr wall anel 2 / 2= <br />Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] = <br />3487 Hold-down, Use <br />HDU2 = 2306 lb1367 <br />336.86 <br />VSR / SL = 60.8 <br />(WP * TW * THR) / SL = 86.1 <br />86.1 <br />Use shear wall Type w/ allow = 280 <br />ROOF LEVEL SHEAR WALLS - LINE D <br />4.5 <br />(10.5) / 2 <br />12 <br />TW * TL <br />(RDL*TA + 2*WDL*TW*THR)*Cs = 273.6 <br />w/ allow = 280 <br />ROOF LEVEL SHEAR WALLS - LINE C <br />7 <br />(19.5+10.5) / 2 <br />12 <br />TW * TL <br />(RDL*TA + 2*WDL*TW*THR)*Cs = 781.8 <br />9963 Hold-down, Use <br />HDU2 = 2306 lb3308 <br />651.11 <br />VSR / SL = 111.7 <br />(WP * TW * THR) / SL = 158.1 <br />158.1 <br />Use shear wall Type <br />1329 W McFadden Ave, <br />Unit 24/24/2025