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4411 f V r z G VY G 0 MEMBER REPORT PASSED <br /> Upper Level, BM114 <br /> 2 piece(s)2 x 6 HF No.2 <br /> Overall Length:4'3" <br /> } <br /> Lfl <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 LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(lbs) 426 @ 0 1823(1.50") Passed(23%) - 1.0 D+1.0 S(All Spans) Member Type:Header <br /> — Building Use:Residential <br /> Shear(Ibs) 309 @ 7" 1898 Passed(16%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 453 @ 2'1 1/2" 1562 Passed(29%) 1.15 1.0 D+I.0 5(All Spans) Design Methodology:ASO <br /> Live Lcad Deft(in) 0.010 @ 2'1 1/2" 0.142 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> Total Load Defi.(in) 0.027 @ 2'1 1/2" 0.213 Passed(U999+) -- 1.0 D+ 1.0 S(All Spans) <br /> •Deflection criteria:LL(12360)and TL(1./240). <br /> •A 2.5%decrease in the moment capacity has been added to account for lateral stability. <br /> •Applicable calculations are based on NOS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Roof Live Snow Factored Accessories <br /> i-Trimmer-HF 1.50" 1.50" 1.50" 267 128 159 426 None <br /> 2-Trimmer-HF 1.50" J 1.50" 1.50" 267 128 159 426 None <br /> Lateral Bracing Bracing intervals Comments <br /> Top Edge(Lu) End Bearing Points <br /> Bottom Edge(Lu) End Bearing Points <br /> Dead Roof Live Snow <br /> Vertical Loads Location Tributary width (0.90) (non-snow:1.25) (1.15) Comments <br /> 0-Self Weigh`(Pti" 0 to 4'3' N/A 4 2 =- <br /> 1-Uniform(PST) 0 to 4'3" 3' 15.5 20.0 25.0 RP <br /> 2-Uniform(PSF) 0 to 4'3" 7'6" 10.0 - WALL <br /> Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties <br /> related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction,The designer of record,builder or framer is <br /> responsible to assure that dais calculation is compatible with the overall project.Accessories(Rim board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards,Weyerhaeuser Engineered Lumber Products have beer,evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br /> and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeuser.com/woodproducts/documenbribrary. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> _67:;-C/?) <br /> ForteWEB Software Operator Job Notes 10/11/2022 12:09:46 AM UTC <br /> Chris Lalonde <br /> Structural Design Associates ForteWEB v3.4, Engine: V8.2.2.122,Data: V8.1.3.0 <br /> (425)339-0293 <br /> clalonderaisdaeverett.com x;e,,,rriracuser File Name: 9676 <br />