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Page 2 <br />2022 California Building Code ASDPROJECT: 2039 N Victoria Dr <br />Module Level: Roof <br />Module Type: Roof Beam <br />Material Type: Solid Sawn Douglas Fir-Larch No. 2 <br />Member Dimensions: (1) 3.5 in. X 5.5 in. X 5 ft <br />Section Adequacy:67.12% <br />Controlling Factor: Bending Stress Y <br />Module Location: Ceiling Flush Beam - Kitchen Soffit <br />Module Level: Roof <br />Module Type: Roof Beam <br />Material Type: Solid Sawn Douglas Fir-Larch No. 2 <br />Member Dimensions: (1) 3.5 in. X 5.5 in. X 12.33 ft <br />Section Adequacy:51.76% <br />Controlling Factor: Bending Stress Y <br />Module Location: Ridge Beam Post <br />Module Level: Main Floor <br />Module Type: Column <br />Material Type: Solid Sawn Douglas Fir-Larch No. 2 <br />Member Dimensions: (1) 3.5 in. X 5.5 in. X 12.5 ft <br />Section Adequacy:58.02% <br />Controlling Factor: Compressive Stress <br />Module Location: Ridge Beam Footing <br />Module Level: Basement <br />Module Type: Isolated Footing <br />Material Type: Concrete <br />Member Dimensions: 2.5 ft. wide X 24 in. tall X 2.5 ft long <br />Section Adequacy:26.64% <br />Controlling Factor: Soil Bearing Pressure <br />Reinforcement: #4 - Longitudinal: 7 Bars. Transversal: 7 Bars <br />Module Location: Door Header Footing <br />Module Level: Basement <br />Module Type: Isolated Footing <br />Material Type: Concrete <br />Member Dimensions: 2 ft. wide X 24 in. tall X 2 ft long <br />Section Adequacy:27.99% <br />Controlling Factor: Soil Bearing Pressure <br />Reinforcement: #4 - Longitudinal: 6 Bars. Transversal: 6 Bars <br />Module Location: New Continuous Footing <br />Module Level: Basement <br />Module Type: Continuous Footing <br />Material Type: Concrete <br />Member Dimensions: 1.5 ft. wide X 24 in. tall <br />Section Adequacy:66.9% <br />Controlling Factor: Soil Bearing Pressure <br />Reinforcement: Unreinforced (Plain) <br />2039 N Victoria Drive <br />#24/28/2025