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Wood Shearwall Design to ANSI/AWC SDPWS-2022 <br /> South Elevation <br />Wall Geometry Maximum aspect ratio = 3.5:1 <br />L total length of wall <br />L' length for sill connection L1 1.14:1 Lo1 ho1 Door <br />H floor to floor/roof height L2 1.1294 Lo2 ho2 Win <br />h height of wall L3 1.75:1 Lo3 ho3 Win <br />b wall stud width L4 0.62:1 Lo4 ho4 Win <br />sstud wall stud spacing L5 0.62:1 <br />Li Loi <br />Inter. framing nailing bi Ao ho <br />Wall Forces (LRFD) <br />Shear and overturning loads: <br />VE VW <br />ME MW <br />= 1.3 <br />Concentrated loads: <br />PE1 PW1 PDL1 PLL1 a1 <br />PE2 PW2 PDL2 PLL2 a2 <br />PE3 PW3 PDL3 PLL3 a3 <br />PDLwall f 1 = 0.5 awall <br />Uniformly distributed loads: <br />wE1 wW1 wDL1 wLL1 <br />wE2 wW2 wDL2 wLL2= ±0 plf <br />= 30 plf= 0 plf <br />= 0 lbs <br />= 7.0 ft <br />= 0 lbs <br />= 0 lbs <br />= 0 lbs <br />= 0.75 in <br />= 0.75 in <br />= 0 lbs <br />= 425 lbs <br />= 0 lbs <br />= 0.0 kip·ft <br />= ±0 lbs <br />= 10.25 ft <br />@ 6'' O.C. <br />= 1,112 lbs <br />= 4.58 ft <br />Blocked <br />= ±0 lbs = ±0 lbs <br />= 984 lbs <br />= 12.83 ft <br />= 6.74 ft <br />= 0.0 kip·ft <br />= 7.0 ft <br />= 8.0 ft <br />= 0 plf <br />= 16'' <br />= ±0 lbs <br />= ±0 lbs <br />= 3.5'' <br />= 5.75 ft <br />4.1667 <br />7.0833 <br />0 <br />0 <br />= 3.5 ft <br />1.8333 <br />Openings: 1 full-height wall segment <br />= 7.0 ft <br />0 <br />= ±0 plf <br />= 3.5 ft <br />= 40 plf <br />= 40 plf <br />3.1667 <br />3 <br />7 <br />7.8333 <br />2.8333 <br />= 4.25 ft <br />5.91667 <br />= ±0 lbs <br />= 30 plf <br />ADU 1123 Magnolia Ave. <br />Proj. No. 16113.00 09/30/24 <br />26 <br />1123 S Magnolia Ave <br />Unit# 22/19/2025