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21FORTE`�.`,JEB <br /> MEMBER REPORT PASSED <br /> Residence Roof, RS-02 <br /> 2 piece(s)2 x 6 HF No.2 @ 16"OC <br /> Overall Leng:h:14'1" <br /> 0 <br /> m <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Resulft Actual @ Location Allowed Result.. ;aDF:.. Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 139 @ 2 1/2" 2734(2.25") Passed 5% -- 1.0 D+1.0 L(All Spans) Member Type:Joist <br /> Shear(lbs) 126 @ 9" 1650 Passed(8%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Building Code:IBC 2018 <br /> Moment(Ft-ibs) 467 @ 7'1/2" 1602 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Deft.(in) OA94 @ 7'1/2" 0.342 Passed(L/847) — 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.290 @ 7'i/2" 0.683 Passed(L/565) — 1.0 D+1.0 L(All Spans) <br /> LE-Pro'"Rating N/A N/A N/A - N/A <br /> •Deflection criteria:LL(L/480)and TL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •A 15%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 /> ....:.. ,......,.:<:::::., iing Length <br /> t;._:°:::i.:::. Loadsto Supports <br /> ... <br /> sup(lOrtS .'::. Total i Available Required Dead Floor live Total.:Accessories <br /> 1-Stud wall-SPF 3.50" 2.25" 1.50" 47 94 141 1 1/4"Rim Board <br /> 2-Stud wall-SPF 3.SW 2.25" 1.50" 47 94 141 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> Lateral Bracing Intervals Comments <br /> Top Edge(Lu) 13'11"o/c <br /> Bottom Edge(Lu) 13'11'o/c <br /> -Maximum allowable bracing intervals based on applied bad. <br /> -Dead -. .Floor Live - _... <br /> Vertical Load;.: Locatfod($ide)`; :spacing (0.40} `(Loo) comments <br /> 1-Uniform(PSF) 0 to 14'1' 16" 5.0 10.0 Default Load <br /> We erhaeuser 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 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 1CC-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/woodprodutts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator Job Notes <br /> 11/8/2023 6:43:43 PM UTC <br /> Tyler Wandschneider <br /> BTL Engineering ForteWES v3,6,Engine:V8.3.1.5,^^`"vo ' ^ ' <br /> (425)814-WB 4 <br /> ty€er.wandschneider@bdeng.net . . File Name: Linton Pet <br /> Page 5/5 <br />