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•'it r Vt.( 1 C.61W C.0 MEMBER REPORT PASSED <br /> Upper Level,BM it 20 <br /> 2 piece(s)2 x 6 HF No.2 <br /> Overall Length:3 3" <br /> j <br /> 0 u <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual i Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(lbs) 1156 @ 0 1823(1.50") Passed(63%) -- 1.0 D+1.0 L(Ail Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(lbs) 741 @ 7" 1650 I Passed(45%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 939 @ 1'7 1/2" 1371 Passed(69%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.017 @ 1'7 1/2" 0.108 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Deft(in) 0.033 @. 1'7 1/2" 0.162 Passed(L)999+) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(1/360)and TL(1/290). <br /> •A 1.5%decrease in the moment capacity has been added to account for lateral stability. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Roof Live Snow 1 Factored Accessories <br /> i 1-Trimmer-SPF 1.50" 1.50" 1.50" 555 601 1 98 122 1156 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 555 601 98 122 1156 None <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) End Bearing Points <br /> Bottom Edge(L uj End Bearing Points -- ._ <br /> I Dead 1 Floor Live l Roof Live Snow <br /> Vertical Loads Location Tributary Width (0.90) (1.00) i (non-snow:1.25) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 3'3" NIA 4.2 -_ -- -. <br /> 1-Uniform(PSF) 0 to 3'3" 9'3" 12.0 40.0 - - FUR <br /> 2-Uniform(PSF) 0 to 3'3" 3' 15.5 - 20.0 25.0 RF <br /> 3-Uniform(PSF) 0 to 3'3" 18' i0.f) - - - WALL <br /> Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and publ'.shed 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 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.comiwoodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> 6 ::;0_ _is,,,,/ <br /> ForteWEB Software Operator Sob Notes • 10/11/207.2 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 File Name:9676 <br /> dalonde@sdaeverett.com Weyerhaeuser <br />