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;✓y MEMBER REPORT Upper Floor Framing, U-12 Window header PASSED <br /> i Q R T E 2 piece(s) 2 x 6 Hem-Fir No. 2 <br /> Overall Length:3'3" <br /> Y <br /> rvV 5 <br /> +m <br /> !x- " 3 r 4 i 151firz's yitl3xc,y,&F� ..P✓..:* <br /> 3 3' <br /> 4. <br /> 0 El <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(Ibs) 1422 @ 0 1823(1.50") Passed(78%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(lbs) 911 @ 7" 1898 Passed(48%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 1155 @ 1'7 1/2" 1602 Passed(72%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Deft(in) 0.024 @ 1'7 1/2" 0.108 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.041 @ 1'7 1/2" 0.162 Passed(L/960) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(L/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 NOS. <br /> r. Bearing Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Snow Total Accessories <br /> j Live <br /> ' 1-Trimmer-HF 1.50" 1.50" 1.50" 579 65 843 1487 None <br /> 2-Trimmer-HF 1.50" 1.50" 1.50" 579 65 843 1487 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 3'3" N/A 4.2 <br /> 1-Uniform(PSF) 0 to 3'3" 1' 10.0 40.0 - Residential-Living <br /> Areas <br /> 2-Uniform(PSF) 0 to 3'3" 20'9" 11.2 - 25.0 Snow <br /> 3-Uniform(PLF) 0 to 3'3" N/A 110.0 - - Wall <br /> I Member Notes 1 <br /> Front window <br /> I <br /> Weyerhaeuser Notes ( SUSTAINABLE FORESTRY INMAT1VE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 11 <br /> Weyerhaeuser expressly disdaims 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 1/612017 10:24:05 AM <br /> Pemcil Duplex 1470 <br /> Forte v5.2.Design Engine:V6.6.0.14 <br /> • :,E• Duplex 1470-4fe <br /> • si;nlir_s c` f age 21 <br />