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61 <br /> Wood Works® Robinett Homes, LLC <br /> Seahurst Ave <br /> So" "0000`u`" Everett, WA <br /> 2_12 Header <br /> Mar. 16, 2023 11:23 <br /> Design Check Calculation Sheet <br /> Wood Works Sizer 2019 (Update 4) <br /> Loads: <br /> Load Type Distribution Pat- Location (ftj Magnitude Unit <br /> tern Start End Start End <br /> DL Dead Full UDL 405.0 plf <br /> LL Live Full UDL 320.0 plf <br /> SL Snow Full UDL 420.0 plf <br /> Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) <br /> 6-1.12" <br /> 0' F <br /> Unfactored• <br /> Dead 1031 1031 <br /> Live 815 815 <br /> Snow 1070 1070 <br /> Factored: <br /> Total 2445 2445 <br /> Bearing: <br /> Capacity <br /> Beam 2445 2445 <br /> Support 2707 2707 <br /> Des ratio <br /> Beam 1.00 1.00 <br /> Support 0.90 0.90 <br /> Load comb #3 #3 <br /> Length 1.12 1.12 <br /> Min req'd 1.12 1.12 <br /> Cb 1.00 1.00 <br /> Cb min 1.00 1.00 <br /> Cb support 1.11 1.11 <br /> Fcp sup 625 625 <br /> Lumber-soft, D.Fir-L (N), No.1/No.2, 4x10(3-1/2"x9-1/4") <br /> Supports: All -Timber-soft Beam, D.Fir-L(N) No.2 <br /> Total length:6-1.13"; Clear span:4'-10.88";Volume = 1.1 cu.ft. <br /> Lateral support:top=continuous, bottom =at supports; <br /> This section PASSES the design code check. <br />