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DATE: 6/26/2025 COMPANY: JRS Engineering & Design LLC <br />STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer <br />CUSTOMER: REVIEWED BY: -- <br />PROJ. ADDRESS: <br />-- <br />PROJECT SUMMARY <br />Project Name: 2431 Bonnie Brae <br />Governing Codes:Building Code: 2022 California Building CodeASCE: ASCE 7-22Steel: AISC 360-16Concrete: ACI 318-19Masonry: TMS 402/602-16 <br />Page 1 <br />2022 California Building Code ASDPROJECT: 2431 Bonnie Brae <br />Module Location: Existing Floor Beam <br />Module Level: Roof <br />Module Type: Floor Beam <br />Material Type: Solid Sawn Douglas Fir-Larch No. 2 <br />Member Dimensions: (1) 5.5 in. X 11.5 in. X 11.42 ft <br />Section Adequacy:18.4% <br />Controlling Factor: Bending Stress Y <br />Module Location: Existing Floor Beam 2 <br />Module Level: Roof <br />Module Type: Floor Beam <br />Material Type: Solid Sawn Douglas Fir-Larch No. 2 <br />Member Dimensions: (1) 5.5 in. X 11.5 in. X 9.42 ft <br />Section Adequacy:44.48% <br />Controlling Factor: Bending Stress Y <br />Module Location: New Ceiling/Floor Beam <br />Module Level: Roof <br />Module Type: Floor Beam <br />Material Type: Structural Composite Lumber Weyerhaeuser 2.2E Parallam <br />PSL <br />Member Dimensions: (1) 5.25 in. X 11.25 in. X 16.5 ft <br />Section Adequacy:12.6% <br />Controlling Factor: Bending Stress Y <br />Module Location: Basement Transfer Beam <br />Module Level: Main Floor <br />Module Type: Floor Beam <br />Material Type: Solid Sawn Douglas Fir-Larch No. 2 <br />Member Dimensions: (1) 3.5 in. X 7.25 in. X 3.17 ft <br />Section Adequacy:7.13% <br />Controlling Factor: Bending Stress Y <br />Module Location: Interior Door Header <br />Module Level: Main Floor <br />Module Type: Floor Beam <br />Material Type: Solid Sawn Douglas Fir-Larch No. 2 <br />Member Dimensions: (1) 3.5 in. X 7.25 in. X 10 ft <br />Section Adequacy:89.51% <br />Controlling Factor: Bending Stress Y <br />Module Location: Post Footing North <br />Module Level: Basement <br />Module Type: Isolated Footing <br />Material Type: Concrete <br />Member Dimensions: 1.5 ft. wide X 18 in. tall X 1.5 ft long <br />Section Adequacy:1.6% <br />Controlling Factor: Soil Bearing Pressure <br />Reinforcement: # 4 - Longitudinal: 3 Bars. Transversal: 3 Bars <br />Module Location: Post Footing South