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Dong Engineering Inc. <br />ADU <br />524 S.SHAWNEE DR UNIT 2, SANTA ANA, CA 92704 <br />Job#: 240168 <br />Date: 4/22/2024 <br />PLAN: 1 <br />CODE: CBC 2022 <br />Max panel deflection: = 0.04" | 4*d*1.4 = 0.21" < 0.02 x 120 = 2.4" <br />1.50 4.00 2.00 3.25 2.00 <br />OVERTURN ANALYSIS <br />Left Side <br />Hold Down HDU2 <br />Post Size 4x4 <br />Tension (kips)2.7 <br />Com. (kips)3.5 <br />Right Side <br />Hold Down HDU2 <br />Post Size 4x4 <br />Tension (kips)2.7 <br />Com. (kips)3.5 <br />Anchor Bolt <br />5/8"x12"[2]spaced equally <br />4.00 <br />P2 <br />Drag Force: <br />A: Simpson MSTA30 (1880LB) - Alt one row (9) #16 ea. side of splice <br />Framing Clips Spacing See Shear Wall Schedule <br />10 <br />. <br />0 <br />0 <br /> <br />f <br />t <br />LINE 1 (Direction: Y) @ FIRST FLOOR | Wind: 1549lbs | Seismic:1313lbs | Shear Panel Type: C | (þ = 1) <br />Total Length = 20.5 ft | Total Shear Wall Length = 5.25 ft | Shear Diaphragm = 92 plf | Design Shear Wall = 295 plf (Wind) / 250 plf (Seismic) <br />Seismic Load Combination: (1.0 + 0.14SDS)D + H + F + 0.7QE (Compression) | Load Combination Use: (0.6 - 0.14SDS)D + H + 0.7QE (Tension) <br />Wind Load Combination: D + 0.75L + 0.75(0.6W) (Compression) | Load Combination Use: 0.6D + H + 0.6W (Tension) <br />Seismic Capacity: P1(1.3/1.3) + P2(0.8/0.8) = 2.1kips (Sect. 4.3.3.4.1) <br />Wind Capacity: P1(1.9/1.9) + P2(1.2/1.2) = 3.1kips (Sect. 4.3.3.4.1) <br />3.75 <br />P1 <br />1030 <br />d = 8π‘£β„Ž3 <br />𝐸𝐴𝑏 + π‘£β„Ž <br />1000πΊπ‘Ž <br /> + β„Ž <br />π‘βˆ†π‘Ž <br />Page 8 of 21 <br />524 S Shawnee Dr & <br />Unit# 22/7/2025