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IFORTE EB <br /> MEMBER REPORT PASSED <br /> MAIN,JST#1 <br /> 1 piece(s)2 x 8 DF No.1 @ 16"OC <br /> Overall Lengtn.12'4" <br /> f <br /> C 0 <br /> •1 <br /> 0 CI <br /> Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> De n ResWts Achwl a LocaBon Allowed Result LOF Load:Coonbirwtion(pellbsw) Member length:12'11/2" <br /> Member Reaction(Ibsj ago @ 2 1/2" 1434(215") Passed(29%) -- 1.0 D+1.0 L(All Spans) System;Floor <br /> Shear(lbs) - 365 @ 10 3/4" 1305 Passed(280/0) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist <br /> Building Use:Residential <br /> Moment(Ft-lbs) I 1231 @ 6'2" 1511 _Passed(81%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Live Load Deft.(in) 0.299 @ S 2" 0.298 Passed(L/479) - 1.0 D+1.0 L(All Spans) Design Methodology!ASO <br /> Total Load Deft.(in) 0.388 @ 6'2" _0_S96 Passed(U368) -- 1.0 D+1.0 L(All Spans) <br /> 73-Pro'"Rating ��-_ N/A �� N/A N/A N/A <br /> •Deflection criteria:LL(1,/480)and TL(1.1240). <br /> A 150/4 increase in the moment capacity has been added to account for repetitive member usage. <br /> •Applicable calculations are based on NDS. <br /> •No composite action between deck and joist was considered in analysis. <br /> Bearing Length Loads to suppor"(ibs) <br /> Supports Total AWAAbb RequLed Deal Furor Lire Facbrrr AcCeMCiAN <br /> 1-Stud wall-SW 3.50" 2.25" 1.50" 99 329 428 1 114"Rim Board <br /> 2-Stud wall-SPF 3.50" 2.25" L50" 99 329 �^ 428 1 1/4"Rim Board <br /> •Rim Board*assumed to carryall loads applied directly above it,bypassing the member being designed. <br /> Lateral Braans Bracing rutlenra$ <br /> 1Top Edge(Lin) Continuous <br /> `Bottom Edge(Lin) i End Bearing Points <br /> Ord Irteorllire <br /> (Vertical LOW Location(side) g. (am), <br /> L-Uniform(Psl) 0 to 12'4" i 16" 12.0 1 40.0 FLR <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 m the software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having iurisdiction.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 FCC-ES under evaluation reports ESP-11S3 and ESR-1367 <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 corn/woodproducls/documentdiDmy. <br /> The product application,input design toads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Opetetar 13ob Hates - 3/21/2024 11:17:04 PM UfG <br /> .Chris Lalonde <br /> Structural Design Associates ForteWEB 0.7,Engine:V8.4.0.40,Data:V8,1.5.0 <br /> (a25)339.0293 File Name: 10012 <br /> i dalande(lu sdaeverett-com '`Ge}•:ri:eeux-r <br /> - -- . Page 5/13 <br />