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Project: Proposed Garage Conversion to ADU Sheet 6 <br />Address:2122 N. LEWIS ST AND 2122 N. LEWIS ST. #2 Job No.2024-22 <br />SANTA ANA, CA 92706-2236 Date: <br />A.6. BUILDING WEIGHT <br /> <br />A.6.1 EAST-WEST DIRECTION <br />ROOF 1.Building Size <br />to GF 20 feet span by 41.00 feet wide (ave) <br />2.Tributary Building Height <br />Roof to Second Flr:10.5 feet (Mean Roof Height) <br />3.Building Weight <br />Wt (psf)Area (sf)Wt (lbs) <br />Roof 17.00 820.0 13,940 <br />1/2 Walls (2nd Level)14.00 210.0 2,940 <br /> W =16,880 lbs <br />A.6.2 NORTH-SOUTH DIRECTION <br />ROOF 1.Building Size <br />to GF 41.00 feet span by 20.0 feet wide <br />2.Tributary Building Height <br />Roof to Second Flr:10.5 feet (Mean Roof Height) <br />3.Building Weight <br />Wt (psf)Area (sf)Wt (lbs) <br />Roof 20.00 820.0 16,400 <br />1/2 Walls (2nd Level)14.00 430.5 6,027 <br /> W =22,427 lbs <br />Since the load is almost the same, use the larger load in determining base <br />shear and diaphragm loads, and apply to both directions. <br />KM Associates Inc Structural Calculation Sheet <br />5/12/2024 <br />2122 N Lewis St & #2 <br />101118132-338/13/2024