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SHEARWALL DESIGN <br />(Per ASCE 7-16, IBC 2018,CBC 2022 & LABC 2020 Code)23026 <br />ADU <br />Grid Line# 1 Y Dir. <br />Lateral Loads : Seis.(lbs) Wind(lbs) <br />1199 1645 <br />1199 1645 <br /> DESIGN : <br />Total Wall Length(ft) :33 Total Panel Length(ft) :6 Max. Drag Force (lbs):910 Use Drag Type A(See Shearwall Schedule) <br />Shear Diaphragm(plf)50 Design Wall Shear(plf) :274 ShearWall Type :2 4 A35's Along Line of Shear Panel <br />Story :1 Redundancy(r)1.3 ShearWall Capacity :380 Max.Panel Deflection: 1.154 < Dlimit=2.7 <br />Seg. Roof Floor Wall L(ft) H(ft) (H/W) Add. Uplift OTM(lb-ft) RM(lb-ft) Uplift(lbs) Down(lbs) Post Size HD/Strap AB Eg. Nails* Deflection <br />1 5 0 0 6 9.00 1.5 0 14,805 2520 2298 2594 4x4 HDU2 3 4"O.C. 0.289 <br />Grid Line# 2 Y Dir. <br />Lateral Loads : Seis.(lbs) Wind(lbs) <br />1199 1645 <br />1199 1645 <br /> DESIGN : <br />Total Wall Length(ft) :38 Total Panel Length(ft) :6 Max. Drag Force (lbs):909 Use Drag Type A(See Shearwall Schedule) <br />Shear Diaphragm(plf)43 Design Wall Shear(plf) :274 ShearWall Type :2 4 A35's Along Line of Shear Panel <br />Story :1 Redundancy(r)1.3 ShearWall Capacity :380 Max.Panel Deflection: 1.173 < Dlimit=2.7 <br />Seg. Roof Floor Wall L(ft) H(ft) (H/W) Add. Uplift OTM(lb-ft) RM(lb-ft) Uplift(lbs) Down(lbs) Post Size HD/Strap AB Eg. Nails* Deflection <br />1 0 0 0 6 9.00 1.5 0 14,805 1620 2403 2594 4x4 HDU2 3 4"O.C. 0.293 <br />Grid Line# A X Dir. <br />Lateral Loads : Seis.(lbs) Wind(lbs) <br />1441 1683 <br />1441 1683 <br /> DESIGN : <br />Total Wall Length(ft) :24.3 Total Panel Length(ft) :4.75 Max. Drag Force (lbs):764 Use Drag Type A(See Shearwall Schedule) <br />Shear Diaphragm(plf)69 Design Wall Shear(plf) :354 ShearWall Type :2 4 A35's Along Line of Shear Panel <br />Story :1 Redundancy(r)1.3 ShearWall Capacity :380 Max.Panel Deflection: 1.391 < Dlimit=2.7 <br />Seg. Roof Floor Wall L(ft) H(ft) (H/W) Add. Uplift OTM(lb-ft) RM(lb-ft) Uplift(lbs) Down(lbs) Post Size HD/Strap AB Eg. Nails* Deflection <br />1 0 0 0 4.75 9.00 1.9 0 15,151 1015 3246 3398 4x4 HDU4 3 4"O.C. 0.348 <br />Grid Line# B X Dir. <br />Lateral Loads : Seis.(lbs) Wind(lbs) <br />1251 1462 <br />1251 1462 <br /> DESIGN : <br />Total Wall Length(ft) :24.3 Total Panel Length(ft) :6 Max. Drag Force (lbs):603 Use Drag Type A(See Shearwall Schedule) <br />Shear Diaphragm(plf)60 Design Wall Shear(plf) :244 ShearWall Type :2 4 A35's Along Line of Shear Panel <br />Story :1 Redundancy(r)1.3 ShearWall Capacity :380 Max.Panel Deflection: 1.057 < Dlimit=2.7 <br />Seg. Roof Floor Wall L(ft) H(ft) (H/W) Add. Uplift OTM(lb-ft) RM(lb-ft) Uplift(lbs) Down(lbs) Post Size HD/Strap AB Eg. Nails* Deflection <br />1 0 0 0 6 9.00 1.5 0 13,158 1620 2115 2305 4x4 HDU2 3 5"O.C.0.264 <br />Sum : <br />1X_ROOF 33 24 <br />Span(ft) Deep(ft) <br />Sum : <br />Span(ft) Deep(ft) <br />1X_ROOF 38 24 <br />1Y_ROOF 24 33 <br />1Y_ROOF 24 33 <br />Job Number : <br />Plan : <br />Span(ft) Deep(ft) <br />Sum : <br />Span(ft) Deep(ft) <br />Sum : <br />522 S Rosewood Ave & 1127 <br />W Bishop St4/29/2025