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Wood Perforated Shearwall Design to ANSI/AWC SDPWS-2022 <br /> North Elevation <br />Wall Geometry Maximum aspect ratio = 2:1 <br />L total length of wall <br />L' length for sill connection L1 0.78:1 Lo1 ho1 (Door) <br />H floor to floor/roof height L2 1.68:1 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 <br />Openings: 2 full-height wall segments: <br />= 15.0 ft <br />= 7.0 ft <br />= ±0 plf <br />= 9.0 ft <br />= 40 plf <br />= 40 plf <br />= 3.17 ft <br />= 3.0 ft <br />= 7.0 ft <br />= 7.83 ft <br />= 3.0 ft <br />= 4.25 ft <br />= 5.92 ft <br />= ±0 lbs <br />= 30 plf <br />= 4.17 ft <br />= 4.75 ft <br />= 3.0 ft <br />= 21.0 ft² <br />= 9.0 ft <br />= 1.83 ft <br />= 18.0 ft <br />= 8.0 ft <br />= 0 plf <br />= 16'' <br />= ±0 lbs <br />= ±0 lbs <br />= 3.5'' <br />= 16.75 ft <br />= ±0 lbs <br />= 10.25 ft <br />@ 6'' O.C. <br />= 219 lbs <br />= 4.58 ft <br />Unblocked <br />= ±0 lbs = ±0 lbs <br />= 513 lbs <br />= 12.83 ft <br />= 15.0 ft <br />= 0.0 kip·ft <br />= 0 lbs <br />= 10.25 ft <br />= 0 lbs <br />= 0 lbs <br />= 0 lbs <br />Lₘₐₓ/ΣLᵢ < 35% allows ρ=1.0 per ASCE 12.3.4.2 b. <br />= 0.75 in <br />= 0.75 in <br />= 0 lbs <br />= 1,227 lbs <br />= 0 lbs <br />= 0.0 kip·ft <br />= ±0 plf <br />= 30 plf= 0 plf <br />ADU 1123 Magnolia Ave. <br />Proj. No. 16113.00 09/30/24 <br />20 <br />1123 S Magnolia Ave <br />Unit# 22/19/2025