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failMEMBER REPORT Main Floor Framing, M-07 Garage door header PASSED <br /> :.I F 0 R T E ' 1 piece(s) 4 x 8 Douglas Fir-Larch No. 2 <br /> Overall Length:8'6" <br /> + + <br /> ._-.. ... .. _...__ _... 0 <br /> CI 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction abs) 452 @ 0 3281(1.50") Passed(14%) -- 1.0 D+1.0 L(All Spans) Member Type:Header <br /> Shear(Ibs) 375 @ 8 3/4" 3045 Passed(12%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 961 @ 4'3" 2989 Passed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.053 @ 4'3" 0.283 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.070 @ 4'3" 0.313 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> • Deflection criteria:LL(L/360)and TL(5/16"). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 8'6"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'6"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor Total Accessories <br /> 1-Trimmer-HF 1.50" 1.50" 1.50" 112 340 452 None <br /> 2-Trimmer-HF 1.50" 1.50" 1.50" 112 340 452 None <br /> Tributary Dead Floor Live <br /> Loads Location(Side) Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 0 to 8'6" N/A 6.4 <br /> 1 1-Uniform(PSF) 0 to 8'6" 2' 10.0 40.0 Residential-Living <br /> as <br /> Member Notes <br /> Garage door header-non bearing wall Jy <br /> Weyerhaeuser Notes l SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser fadlities are third-party certified to sustainable <br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in <br /> accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator Job Notes I 1 f6`201?10:24:05 AM <br /> ::i Duplex 1 70 Forte v5.2.Design Engine:/6.6.0.14 <br /> Duplex 1 47 0.4fe <br /> Paggrs?-t <br />