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Project: Proposed ADU Sheet 15 <br />Address:2121 LEWIS ST AND 2121 LEWIS ST #2 Job No.2025-7 <br />SANTA ANA, CA 97206-2236 Date: <br />C. SHEAR WALL (Cont) <br />C.3 WSWH (Load on East-West Direction)w =78.01 plf <br />Horizontal Lateral Force Due to Roof Lateral Load= 5.11 Kips <br />TOTAL LATERAL LOAD (ASD) =3.84 Kips <br />Lateral Force Each End = 0.96 kips <br />Lateral Force in the Middle =1.92 kips <br />Allowable Shear (Seismic) For Simpsons Strong Wall:5,950 lbs <br />5,950 lbs > 1,921.05 lbs <br />Therefore, OK <br />KM Associates Inc Structural Calculation Sheet <br />5/27/2025