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DATE: 11/27/2024 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: 2039 N Victoria Dr <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: 2039 N Victoria Dr <br />Module Location: Vaulted Rafter - 2x10 <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 9.25 in. X 10 ft @ 24 in. Spacing <br />Section Adequacy:56.18% <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) 5.25 in. X 18 in. X 33.25 ft <br />Section Adequacy:2.19% <br />Controlling Factor: Deflection Y <br />Module Location: Ceiling Joist <br />Module Level: Roof <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 14.75 ft @ 16 in. Spacing <br />Section Adequacy:23.45% <br />Controlling Factor: Deflection Y <br />Module Location: Door Header - Supports Ridge <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) 5.25 in. X 11.875 in. X 14.67 ft <br />Section Adequacy:19.58% <br />Controlling Factor: Bending Stress Y <br />Module Location: Door Header - Bedroom <br />Module Level: Roof <br />Module Type: Roof Beam <br />Material Type: Solid Sawn Douglas Fir-Larch No. 2 <br />Member Dimensions: (1) 5.5 in. X 7.5 in. X 10.25 ft <br />Section Adequacy:63.55% <br />Controlling Factor: Bending Stress Y <br />Module Location: Window Header - Bedroom <br />Module Level: Roof <br />Module Type: Roof Beam <br />Material Type: Solid Sawn Douglas Fir-Larch No. 2 <br />Member Dimensions: (1) 5.5 in. X 5.5 in. X 4 ft <br />Section Adequacy:59.97% <br />Controlling Factor: Bending Stress Y <br />Module Location: Cased Opening Header - Bedroom <br />2039 N Victoria Drive <br />#24/28/2025