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63 <br /> Robinett Homes, LLC <br /> WoodWOCkso Seahurst Ave <br /> so�,,.^AE�aw0000�°N Everett,WA <br /> 2_13a Header <br /> Mar. 16, 2023 11:28 <br /> W-. <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 /> DL Dead Full UDL 75.0 pif <br /> LL Live Full UDL 190.0 plf <br /> Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) <br /> 6-0.5" <br /> 0' <br /> 6' <br /> Unfactored: <br /> Dead 227 22-7 <br /> Live 574 574 <br /> Factored: <br /> Total 801 S01 <br /> Bearing: <br /> Capacity <br /> Beam 1094 1094 <br /> Support 1211 1211 <br /> Des ratio <br /> Beam 0.73 0.73 <br /> Support 0.66 0.66 <br /> Load comb #2 #2 <br /> Length 0.50* 0.50* <br /> Min req'd 0.50* 0.50* <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 /> "Minimum bearing length setting used: 1/2"for end supports <br /> Lumber-soft, D.Fir-L (N), No.1/No.2,4x8 (3-1/2"x7-1/4") <br /> Supports:All -Timber-soft Beam, D.Fir-L(N) No.2 <br /> Total length: 6-0.5"; Clear span:F-11.5";Volume=1.1 cu.ft. <br /> Lateral support:top=continuous, bottom=at supports; <br /> This section PASSES the design code check. <br />