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37 <br /> 1 /� / m Robinett Homes, LLC <br /> Wood V V o rks Seahurst Ave <br /> somvnxeroa woonnaicv Everett,WA <br /> 1 2b Header <br /> Mar. 16, 2023 10:35 <br /> Z_ <br /> Design Check Calculation Sheet <br /> WoodWorks Sizer 2019 (Update 4) <br /> Loads: <br /> Load Type Distribution Pat- Location [ft] Magnitude Unit <br /> tern Start End Start End <br /> PDL Dead Point 2.50 1350 Zbs <br /> PSL Snow Point 2.50 3420 lbs <br /> Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) <br /> S'-1.091, <br /> 0' S' <br /> Unfactored- <br /> Dead 688 662 <br /> Snow 1744 1676 <br /> Factored: <br /> Total 2432 2338 <br /> Bearing: <br /> Capacity <br /> Beam 2432 2338 <br /> Support 2693 2588 <br /> Des ratio <br /> Beam 1.00 1.00 <br /> Support 0.90 0.90 <br /> Load comb #2 #2 <br /> Length 1.11 1.07 <br /> Min req'd 1.11 1.07 <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, 4x12(3-1/2"x11-114") <br /> Supports:All-Timber-soft Beam, D.Fir-L(N)No.2 <br /> Total length:6-1.06";Clear span:4'-10.94';Volume=1.4 cu.ft. <br /> Lateral support:top= at supports, bottom =at supports; <br /> This section PASSES the design code check. <br />