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• • t run 1 G vv CCS MEMBER REPORT PASSED <br /> Upper Level,BM#10 <br /> 1 piece(s)4 x 12 HF No.2 <br /> Overall Lengln:5'9" <br /> 7 <br /> 3 <br /> S 6" <br /> u Fj <br /> All locations are measured from the outside face of left support(or left cantilever end).Ail dimensions are horizontal. <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member React on(Ibs) 1755 @ 0 2126(1.50") Passed(83%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member type:Header <br /> Building Use:Residential <br /> Shear(Ibs) 1012 @ 1'3/4" 3938 Passed(26%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 2308 @ 2'10 1/2" 5752 Passed(40%) 1.00 1.0 D+ 1.0 L(All Spans) Design Methodology:ASO <br /> Live Load Dell.(in) 0.015(gl 2'10 1/2" 0.192 Passed(L/999+) - 1.0 D+0.75 L+0.75 S(All Spans) <br /> Total Load Defl.(in) 0.028 @ 2'10 1/2" 0.287 Passed(L/999+) _. 1.0 D+0.75 l+0.75 S(All Spans) <br /> •Deflection criteria:Lt.(L/360)and TL(L/290). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NOS. <br /> Dearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead FlOor Live Roof Live Snow Factored AcCessoties <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 801 805 374 467 1755 None <br /> 2-Trimmer-SPF 1.50" 1,50" 1.50" 801 805 374 457 1755 None <br /> Lateral Bracing Bracing intervals Comments <br /> Top Edge(Lu) 5'9"o/c <br /> Bottom Edge(Lu) 5'9"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live Roof Live Snow <br /> Vertical Loads Location Tributary Width (0.90) (1.00) (non-snow:1.25) (1.15) Comments <br /> 0-Self Weight(ELF) 0 to 1 9" N/A 10.0 -- -- <br /> 1-Uniform(PSF) 0 to 5'9" 6'6' 15.3 20.0 25.0 RF <br /> 2-Uniform(PSF) 0 to 5'9" 7' 12.0 40.0 - - FL.R <br /> 3-Uniform(ESE) 0 to S'9" 8'6" 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 Me 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-FS under evaluation reports F.SR-1.1.53 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/document-library. <br /> The product appiicaton,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <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 /> cla'onde@sdaeverett.com 'xrv_ycr;aeus r. File Name: 9676 <br /> n__-.nn 1 're <br />