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Job#R24-0920 Garage/ADU Conversion <br />Design Criteria: <br />1-Code: CALIFORNIA BLDG CODE 2022 <br />2-Wind: 95 MPH, Exposure: C <br />3- SITE CLASS D - code default, SEISMIC DESIGN CATEGORY D <br />4- <br />ꞏ Douglas Fir Larch with Max 19% Moisture Content prior to installation of finish Materials. <br />ꞏ 4x Members use No.2 or better <br />ꞏ 6x, 8x members use No.1 or better <br />ꞏ Studs, plates and blocking stud grade or better <br />ꞏ 2x joists and rafters No.2 or better <br />ꞏ Mud sills pressure treated utility grade or betterꞏ <br />5-Ultimate strength concrete: 2500 PSI (min) <br />6-Soils Min. Bearing Pressure: 1500 psf per CBC 2022. CH.18. Per approval of Bldg Dept. <br />Soils and Geology: <br />Soils Report by: N/A <br />Notice: Use restrictions of these calculations. <br />The attached Calculations are valid only when bearing original signature hereon, photocopy is void. <br />Contractor/Client to verify existing dimensions/conditions prior to construction. <br />The use of these calculations is solely intended for the above mentioned project. <br />(909) 569-1886 | info@getstructural.com <br />3000 E. BIRCH STREET, SUITE 201, BREA, CA 92821 <br />1606 N. Mabury St <br />Santa Ana, CA 92701 <br />12/10/2024 <br />STRUCTURAL CALCULATIONS for WORK at: <br />1606 N Mabury St <br />4/28/2025