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Project: Proposed Garage Conversion to ADU Sheet 14 <br />Address:2122 N. LEWIS ST AND 2122 N. LEWIS ST. #2 Job No.2024-22 <br />SANTA ANA, CA 92706-2236 Date: <br />C. SHEAR WALL (Cont) <br />C.2 SHEAR WALL (Load on North-South Direction)w =69.87 plf <br />Horizontal Lateral Force Due to Roof Lateral Load= 3.81 Kips <br />TOTAL LATERAL LOAD (ASD) =2.86 Kips <br />Lateral Force Each End = 0.72 kips <br />Lateral Force in the Middle =1.43 kips <br />Span (Length) =41.00 ft <br />4.00 ft <br />8.00 ft (from floor to floor) <br />5.00 psf <br />2.0 >,=2 OK <br />Weight of Shear Wall=160.00 lbs <br />Total Width of Shear Wall (Each End) =4.00 ft. <br />Total Width of Shear Wall (Middle) =4.00 ft. <br />V = wL/2 =1,432.3 lbs. <br />Unit Shear = v = V/b =358.08 plf (middle)179.04 plf (sides) <br />Per CBC 15/32" MIN PLYWOOD (1/2" gross) with <br />Table 2306.3, using:10D at 4" panel edges & 12" field. <br />Allowable Shear (middle) =560 plf >358.08 plf OK <br />Allowable Shear (each end) =280 plf >179.04 plf OK <br />CHECK FOR OVERTURNING MOMENTS OF WALL <br />Fx*h =11 k-ft <br />shear wall weight= 0.16 k-ft <br />Weight of roof=3.28 k-ft <br />Solving for Tension (T) =4.58 k add HDU5 each shearwall with less <br /> Wall Weight = <br /> Aspect ratio(h/b) = <br /> Least Shear Wall Width (b) = <br />KM Associates Inc Structural Calculation Sheet <br />5/12/2024 <br /> Net Wall Height (h) = <br />2122 N Lewis St & #2 <br />101118132-338/13/2024