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DATE: 3/20/2026 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: 2124 N Ross St <br />Governing Codes:Building Code: 2025 California Building CodeASCE: ASCE 7-22Steel: AISC 360-16Concrete: ACI 318-19Masonry: TMS 402/602-16 <br />Page 1 <br />2025 California Building Code ASDPROJECT: 2124 N Ross St <br />Module Location: Existing Roof Rafter <br />Module Level: Roof <br />Module Type: Roof Rafter <br />Material Type: Solid Sawn Douglas Fir-Larch No. 2 <br />Member Dimensions: (1) 1.5 in. X 5.5 in. X 8.58 ft @ 24 in. Spacing <br />Section Adequacy:21.35% <br />Controlling Factor: Bending-Tension <br />Module Location: Roof Ridge Beam <br />Module Level: Roof <br />Module Type: Roof Beam <br />Material Type: Structural Composite Lumber Weyerhaeuser 2.2E Parallam <br />PSL <br />Member Dimensions: (1) 3.5 in. X 9.25 in. X 15 ft <br />Section Adequacy:22.59% <br />Controlling Factor: Deflection Y <br />Module Location: Ceiling Joist <br />Module Level: Main Floor <br />Module Type: Floor Joist <br />Material Type: Solid Sawn Douglas Fir-Larch No. 2 <br />Member Dimensions: (1) 1.5 in. X 5.5 in. X 10.5 ft @ 16 in. Spacing <br />Section Adequacy:3.12% <br />Controlling Factor: Deflection Y <br />Module Location: Window 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 5.5 in. X 5 ft <br />Section Adequacy:43.71% <br />Controlling Factor: Bending Stress Y <br />Module Location: 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 9.25 in. X 6 ft <br />Section Adequacy:19.77% <br />Controlling Factor: Bending Stress Y <br />Module Location: Garage 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 9 ft <br />Section Adequacy:44.88% <br />Controlling Factor: Bending Stress Y <br />Module Location: Ridge Beam Footing <br />Module Level: Basement