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Page 1 <br />DATE: 2/20/2023 <br />STRUCALC BUILD: StruCalc Pro <br />CUSTOMER: <br />PROJ. ADDRESS: <br />PROJECT SUMMARY <br />Project Name: 2352 <br />Governing Codes: <br />Building Code: 2021 International Building Code <br />ASCE: ASCE 7-16 <br />Steel: AISC 360-16 <br />Concrete: ACI 318-19 <br />Masonry: TMS 402/602-16 <br />Level: Roof <br />Module Location: HDR-1 <br />Module Type: Floor Beam <br />Material Type: Solid Sawn Douglas Fir -Larch No.2 <br />Member Dimensions: (1) 3.5 In. X 11.25 In. X 12 ft <br />Section Adequacy: 77.13 % <br />Controlling Factor: Bending Stress Y <br />Level: Main Floor <br />Module Location: POST TO HDR-1 <br />Module Type: Column <br />Material Type: Solid Sawn Douglas Fir -Larch No.2 <br />Member Dimensions: (2) 1.5 In. X 5.5 In. X 10 ft <br />Section Adequacy: 79.85 % <br />Controlling Factor: Compressive Stress <br />Module Location: FB-1 <br />Module Type: Floor Beam <br />Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF <br />Member Dimensions: (1) 5.5 In. X 12 In. X 16.5 ft <br />Section Adequacy: 39.95% <br />Controlling Factor: Deflection <br />Module Location: FB-2 <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 7 ft <br />Section Adequacy: 57.83 % <br />Controlling Factor: Bending Stress Y <br />Module Location: New Floor Joist <br />Module Type: Floor Joist <br />Material Type: I -Joists Weyerhaeuser TJl 210 <br />Member Dimensions: (1) 2.0625 In. X 11.875 In. X 11 ft <br />Section Adequacy: 71.27% <br />Controlling Factor: Bearing Load <br />Level: Foundation Floor <br />Module Location: POST TO FB-1 <br />Module Type: Column <br />Material Type: Solid Sawn Douglas Fir -Larch No.2 <br />Member Dimensions: (1) 5.5 In. X 5.5 In. X 8 ft <br />Section Adequacy: 77.63% <br />Controlling Factor: Compressive Stress <br />Module Location: F-1 <br />Module Type: Isolated Footing <br />Material Type: Concrete <br />Member Dimensions: 2 ft. wide X 12 In. tall X 2 ft long <br />COMPANY: <br />DESIGNED BY: I Ercin Sahin <br />REVIEWED BY: I -- <br />Section Adequacy: 7.52 % <br />Controlling Factor: Soil Bearing Pressure <br />Reinforcement Bars: Size #4, No. Bars Short (3), No. Bars Long: (3) <br />Module Location: New Continuous Footing <br />Module Type: Continuous Footing <br />Material Type: Concrete <br />Member Dimensions: 1.333 ft. wide X 8 in. tall <br />Section Adequacy: 50.2 % <br />Controlling Factor: Soil Bearing Pressure <br />Rebar - Longitudinal: (2) #4 Bars <br />PROJECT:2352 2021International Building Code <br />