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Page 1 <br /> DATE: 2/20/2023 COMPANY: <br /> STRUCALC BUILD: StruCalc Pro DESIGNED BY: Ercin Sahin <br /> CUSTOMER: REVIEWED BY: -- <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 /> Section Adequacy: 7.52% <br /> Level:Roof Controlling Factor:Soil Bearing Pressure <br /> Module Location:HDR-1 Reinforcement Bars:Size#4,No.Bars Short(3),No.Bars Long:(3) <br /> Module Type:Floor Beam <br /> Material Type:Solid Sawn Douglas Fir-Larch No.2 Module Location:New Continuous Footing <br /> Module Type:Continuous Footing <br /> Member Dimensions:(1)3.5 in.X 11.25 in.X 12 ft Material Type:Concrete <br /> Section Adequacy: 77.13% <br /> Controlling Factor:Bending Stress Y Member Dimensions:1.333 ft.wide X 8 in.tall <br /> Section Adequacy: 50.2% <br /> Controlling Factor:Soil Bearing Pressure <br /> Level:Main Floor Rebar-Longitudinal:(2)#4 Bars <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 TJI 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 /> PROJECT:2352 2021 International Building Code <br />