1329 W McFadden Ave, Unit 2 - Plan

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Total shr wall length, SL = 4.5 = Tributary width, TW = = 17 Tributary length, TL = = 12.0 Tributary area, TA = = 207 Seismic shear, VSR= lb Vs= plf Wind shear, Vw = plf Therefore V = max(VSR, Vw) = plf; 2 plf 4.5 ft shr wall panel: Mot = V * HR * (shr wall panel) = Mr= WDL*HR *shr wall anel 2 / 2= Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] = Total shr wall length, SL = 5.4 = Tributary width, TW = = 17 Tributary length, TL = = 12.0 Tributary area, TA = = 208 Seismic shear, VSR= lb Vs= plf Wind shear, Vw = plf Therefore V = max(VSR, Vw) = plf; 2 plf 5.4 ft shr wall panel: Mot = V * HR * (shr wall panel) = Mr= WDL*HR *shr wall anel 2 / 2= Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] = Total shr wall length, SL = 7.2 = Tributary width, TW = = 18 Tributary length, TL = = 12.0 Tributary area, TA = = 221 Seismic shear, VSR= lb Vs= plf Wind shear, Vw = plf Therefore V = max(VSR, Vw) = plf; 2 plf 7.2 ft shr wall panel: Mot = V * HR * (shr wall panel) = Mr= WDL*HR *shr wall anel 2 / 2= Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] = 11491 Hold-down, Use HDU2 = 2306 lb1968 1103.1 VSR / SL = 167.0 (WP * TW * THR) / SL = 236.4 236.4 Use shear wall Type w/ allow = 340 ROOF LEVEL SHEAR WALLS - LINE A1 5.4 (17+17.6) / 2 12 TW * TL (RDL*TA + 2*WDL*TW*THR)*Cs = 901.7 w/ allow = (WP * TW * THR) / SL = 282.9 VSR / SL = 340 TW * TL (RDL*TA + 2*WDL*TW*THR)*Cs = 199.8 (34.5) / 2 12 ROOF LEVEL SHEAR WALLS - LINE 4.5 7.2 899.0 282.9 VSR / SL = 11457 ROOF LEVEL SHEAR WALLS - LINE B Hold-down, Use HDU2 = 2306 lb1367 1370.1 Use shear wall Type w/ allow = 12 340 (17.6+19.3) / 2 133.6 189.1 Hold-down, Use HDU2 = 2306 lb3499 808.58 TW * TL (RDL*TA + 2*WDL*TW*THR)*Cs = 961.6 12254 189.1 (WP * TW * THR) / SL = Use shear wall Type 1329 W McFadden Ave, Unit 24/24/2025