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-al E MEMBER REPORT Upper Floor Framing, U-06 Window header PASSED <br /> 1 piece(s) 4 x 6 Douglas Fir-Larch No. 2 <br /> Overall Length:3'3" <br /> + + <br /> l x <br /> 11 lI <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> I Design Results Actual©Location Allowed Result LOP Load:Combination(Pattern) System:Wall <br /> Member Reaction(Ibs) 1184 @ 3'3" 3281(1.50") Passed(36%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 1064 @ 2'8" 2657 Passed(40%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 1471 @ 1'10" 1979 Passed(74%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.017 @ 1'713/16" 0.108 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Deft(in) 0.029 @ 1'7 13/16" 0.162 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(1/360)and TL(L/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 3'3"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3'3"o/c unless detailed otherwise. <br /> • Applicable calculations are based on NDS. <br /> Bearing 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" 399 65 472 936 None <br /> 2-Trimmer-HF 1.50" 1.50" 1.50" 534 65 651 1250 None <br /> Tributary Dead Floor Live Snow <br /> Loads Location(Side) Width (0.90) (1.00) (1.1S) Comments <br /> 0-Self Weight(PLF) 0 to 3'3" N/A 4.9 <br /> 1 1-Uniform(PSF) 0 to 3'3" 1' 10.0 40.0 - Residential-living <br /> Areas <br /> 2-Uniform(PSF) 1'10"to 3'3" 2'3" 11.2 - 25.0 Snow <br /> i 3-Uniform(PLF) 0 to 1'10" N/A 60.0 - - Wall <br /> 4-Uniform(PLF) 1'10"to 3'3" N/A 110.0 - - Wall <br /> Linked from:R-02 <br /> 5-Point(lb) 1'10" N/A 583 - 1043 Window Header, <br /> Support 1 <br /> Member Notes <br /> Nook window /� <br /> Weyerhaeuser Notes (2'�J 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. <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 1/6/2017 10:24:05 AM <br /> �a .:r Duplex 14;C Forte v5.2.Design Engine:V6.6.0.14 <br /> LE-ES Duplex 1470.4te <br /> tt,iieif.toeitionlir;es.tem <br /> Page �c€-35 <br /> ri <br />