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,, j MEMBER EFtREPORT Roof Framing, R-04 Window header PASSED <br /> -sue:: '� � � <br /> 1 piece(s) 4 x 10 Douglas Fir-Larch No. 2 <br /> Overall Length:5'3" <br /> h <br /> + 1 + <br /> o 0 <br /> X5'3" A, <br /> CI El <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual @ Location Allowed Result LOP Load:Combination(Pattern) i System:Wall <br /> Member Reaction(Ibs) 2681 @ 0 3281(1.50") Passed(82%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 3272 @ 4'2 3/4" 4468 Passed(73%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 4734 @ 3'6 3/8" 5166 Passed(920/0) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Deft.(in) 0.037 @ 2'8 1/16" 0.171 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Deft(in) 0.058 @ 2'8 3/16" 0.256 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> • <br /> Deflection criteria:LL(L/360)and TL(L/240). <br /> • Top Edge Bracing(Lu):Top compression edge must be braced at 5'3"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 5'3"o/c unless detailed otherwise. <br /> • Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Snow Total Accessories <br /> Live <br /> 1-Trimmer-HF 1.50" 1.50" 1.50" 926 50 1754 2730 None <br /> 2-Trimmer-HF 3.00" 3.00" 1.85" 1494 138 2553 4185 None <br /> Tributary Dead Floor Live Snow <br /> Loads Location(Side) Width (0.90) (1.00) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 5'3" N/A 8.2 <br /> 1-Uniform(PSF) 0 to 5'3" 20'9" 11.2 - 25.0 Snow <br /> Linked from:C-02- <br /> 2-Point(lb) 3'9" N/A 1159 188 1584 Girder Truss @ <br /> Dormer,Support 2 <br /> Member Notes I <br /> Bedroom 3 window header J� <br /> Weyerhaeuser Notes 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 facilities 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 311012017 2:53:29 PM <br /> r D pioA ;,c Forte v5.2.Design Engine:V6.6.0.14 <br /> 'I_�:�55 Duplex 14 r 0.4fe <br /> Page 1 of 1 , <br />