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• r J tX I VV L? MEMBER REPORT PASSED <br /> Upper Level, BMft9 <br /> • <br /> 2 piece(s)2 x 10 HF No.2 <br /> Overall Length;5'6'" <br /> 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual SD Location I Allowed Result LDF Load:Combination(Pattem) System:Wall <br /> Member Type:Header <br /> Member Reacton(Ibs) 2133(iit)1 1/2" 3645(3.00") Passed(59%) 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Shear(Ibs) 1341 @ 1'1/4" 3191 Passed(42%) 1.15 1.0 D+1.0 5(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 26/3(ill 2'9" 3833 Passed(70%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.032 @ 2'9" 0.175 Passed(L/999+) -- 1.0 D+ 1.0 S(All Spans) <br /> Total Load Deft(in) 0.052 C 2'9" 0.262 Passed(L/999+) -- 1.0 D+ 1.0 S(All Spans) <br /> •Deflection criteria:LL(11360)and TL(L/210). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on Nt75. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Roof Live Snow Factored Accessories <br /> 1-Trimmer-SPE 3.00" 3.00" 1.70' 827 1045 1306 2133 None <br /> 2-Trimmer-SPF 3.00" 3.00" 1.76" 827 1045 1306 2133 None <br /> Lateral Bracing Bracing intervals Comments <br /> Too Edge(Lu) 5'ti"o/c <br /> Bottom Edge(Lu) 5'6"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Roof Live Snow <br /> Vertical Loads Location Tributary Width (0.90) (non-snow:1.25) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 5 6" N/A 7.0 •- -- <br /> 1-Uniform(PSF) 0 to 5'6" 19' 15.5 20.0 25.0 RE <br /> Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance wan 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 this caculation is compatible with the overall project Accessories(Ran 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 /> endjor tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeuser.com/woodproductsfdocument-librry. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator lob Notes 10/11/2022 12:09:46 AM UTC <br /> Chris Lalonde <br /> Structure!Design Associates ForteWEB v3.4,Engine: V8.2.2.122, Data:V8.1.3.0 <br /> (425)339-0293 <br /> daionde@sdaeverett.com Weiyerhacuscr File Name:9676 <br /> n.,...., in "tr` <br />