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• <br /> Project:902110TH PL SE page <br /> of <br /> StruCalc Version 10.0.1.6 6/22/2021 1:25:26 PM <br /> Location:BEAM 01 <br /> Combination Roof And Floor Beam <br /> [2015 International Building Code(2015 NDS)] <br /> 3.5 IN x 7.25 IN x 4.0 FT <br /> #2-Douglas-Fir-Larch-Dry Use <br /> Section Adequate By:716.1% <br /> Controlling Factor:Moment <br /> Location:BEAM 02 <br /> Uniformly Loaded Floor Beam <br /> [2015 International Building Code(2015 NDS)] <br /> 3.5 IN x 9.25 IN x 6.2 FT <br /> #2-Douglas-Fir-Larch-Dry Use <br /> Section Adequate By:32.2% <br /> Controlling Factor:Moment <br /> Location:EXISTING HOUSE-GARAGE FOUNDATION <br /> Footing <br /> [2015 International Building Code(2015 NDS)] <br /> Footing Size: 1.5 FT x 1.5 FT x 10.00 IN <br /> Reinforcement in Long Direction:#4 Bars© 11.00 IN. O.C./(2)min. <br /> Reinforcement in Short Direction-center band (Equal to width of short side):#4 <br /> Bars 11.00 IN.O.C./(2)min. <br /> Reinforcement in Short Direction-outside bands:#4 Bars©0.00 IN. O.C./() Each <br /> band. <br /> Section Footing Design Adequate <br /> \\a <br />