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F 0 R T E MEMBER REPORT Level, Wall:Header PASSED <br /> 2 piece(s) 2*ouglas Fir-Larch No. 2 <br /> ChmrW LArGtb:IV 6* <br /> + <br /> 0 0 <br /> s <br /> All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(lbs) 1448 @ 1 1/2" 5625(3.00") Passed(26%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(lbs) 1067 @ 10 1/4" 3002 Passed(36%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 2175 @ TY 2720 Passed(80%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.062 @ 3'3" 0.208 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Dell.(in) 0.100 @ 3'3" 0.313 Passed(L/747) 1.0 D+1.0 S(All Spans) <br /> Deflection criteria:LL(1-1360)and TL(5/16"). <br /> Bracing(W):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> Applicable calculations are based on NDS. <br /> Bearing Length Loads bD Supports(Ibs) <br /> Supports Total Araiiable Required Dead Snow Total Accessories <br /> 1-Trimmer-HF 3.00" 3.00" 1.50" 554 894 1448 None <br /> 2-Trimmer-HF 3.00" 3.00" 1.50" 554 894 1448 None <br /> Tributary Dead Snow <br /> Loads Location(Side) Width (0.90) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 6'6" N/A 5.5 <br /> 1-Uniform(PSF) 0 to 6'6" ill 15.0 25.0 Snow <br /> Member Notes <br /> 6'Window Header //�� <br /> Weyerhaeuser Notes (I�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 <br /> in 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 5/9/2016 10:14:00 PM <br /> Craig Szweda Forte v5.1,Design Engine.V6.5.1.1 <br /> SIX Drafting,LLC <br /> (206)972-8317 <br /> craig@sixdrafting.com <br /> Page 1 of 1 <br />