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• lac 1 tJ r( N G VV C 0 MEMBER REPORT PASSED <br /> Upper Level, BM/0 <br /> 2 piece(s)2 x 6 HF No.2 <br /> Overall Ler,rjth: <br /> 0 0 <br /> 4 { <br /> [1..1 (.l <br /> All locations are measured from the outside face of left support(or left cantilever end).Afl dimensions are horizontal. <br /> Design Results Actual D Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member React on(Ibs) 480 @ 0 1823(1.50") Passed(26%) -- 1.0 D+ 1.0 S(All Spans) Member Type.Header <br /> Building Use:Residential <br /> Shear(Ibs) 348 @ 7" 1898 Passed(18%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:18C 2018 <br /> Moment(Ft-lbs) 510 @ 2'1 1/2' 1602 Passed(32%) 1.15 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Deft.(in) 0.019 @ 2'1 1/2" 0.142 Passed(U999+) s 1.0 D+ 1.0 S(All Spans) <br /> Total Load Dell.(in) 0.031 0..)2'1 1/2" 0.213 Passed(1/999+) -- 1.0 D s- 1.0 S(All Spans) <br /> •Deflection criteria:IL(1/360)and IL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(ibs) <br /> Supports Total Available Required Dead Roof live Snow Factored Accessories <br /> 1-Trinmrer-SPF 1.50" 1.50" 1.50" 188 234 292 480 None <br /> 2-Trimmer-SPF 1.50" 1.50' 1.50" 188 234 292 480 None <br /> Lateral Bracing Bracing Intervals comments <br /> Top Edge(_u) 4'3"o/c <br /> Bottom Edge(Lu) 4'3"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Roof Uve Snow <br /> Vertical Loads Location Tributary Width (0.90) (non-snow:1.25) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 4'3" N/A 4.2 -- <br /> 1-Uniform(PSF) 0 to 4'3" 5'6" 15.3 20.0 25.0 RF <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 tire software.Use of this software.s not!mended lu circumvent lire 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 this 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 been 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/woodproductsidocurnentlbrary. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> �FortewEB Software Operator lob Notes 10/1.1./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 /> clalonde4lsdaeverett.com Weyerhaeuser File Name: 9676 <br />