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MEMBER REPORT PASSED <br /> MAIN,JST#S <br /> 1 piece(s)2 x 8 DF No-1 @ 16"OC <br /> Overall Length.14'4" <br /> 0 0 <br /> a <br /> Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> -6eslign Results Actual®Lowioa Arowse FAMIt Il Lose:ComMution(Paltarrr) Member Length:IV 2 3/4" <br /> Member Readicn(ibs) 702 @ 12'2 1/4" 2231(3.50') Passed(31%) -- 1.0 D+ 1.0 L(A6 Spans) System;Floor <br /> .Shear(Ibs) 395 @ 11'5 1/4" 1305 Passed(30%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist <br /> lding Use:Residential <br /> Moment(Ft Ibs) 1121 @ 5'10 3/4" 1511 Passed(74ah) 1.00 1.0 D+1.0 L(Alt Spans) BuiBuilding Code:IBC 2018 <br /> Live Load Deft.(in) 0.305 @ 6'2 3/8" D.299 Passed(L1471) -- 1.02+1.0 L(Alt Spans) Design Methodology:ASD <br /> Total Load Deft.(in) 0.349 @ 6'i 1/8" 0.599 Passed(L/412) ,1.0 D+1.0 L(Alt Spans) <br /> TJ-Pro'"Rating N/A ` N/A _ N/A I N/A 1 <br /> •Deflection criteria:LL(L/480)and TL(L/240). -- <br /> •Overhang defection criteria:LL(21.1480)and TL(2L/240). <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 /> BearinQ L.an9th Loaea to SupPortr(lt") ....... <br /> suppoft Total Available Requil Dad Floor lire <br /> 1-Stud wall-SPF ( 3.50" k 2.25" 1.50" 78 331/-5 409 i 1 1/4-Wm Board <br /> 2-Stud wall-SPF �3.50" i 3.50" 1.50" j 258 444 702 Blocking ] <br /> •Rim Board-s assumed to carry alb loads app Iled dtr ecdy above it,irypassing the member being designed. <br /> •Blocking Panels are assumed to carry no loads applied di-ecdy above them and the full load is applied to the member being designed. <br /> Lateral Bracing BradilLA rrat. <br /> Top Edge(Lu) Continuous I •��- <br /> I Bottom Edge(Lu) End Bearing Points <br /> tDsse.: ::flow llira <br /> ve€Itita�:Loads is uoONOs to-g j ;' Gobi'. cei.nrM <br /> 1-Uniform(PSF) 0 to IN 4" 16" 110 40.0 FLR <br /> 2-Point(PLF) i 14'2 1/2" 16• 80.0 Will <br /> I Weyerhael�er 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 tine 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 /> j responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)we not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainabfe forestry standards,Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 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 /> wow.weyerhaeusw,com/woodproducts/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 Hates _w _ --'�..-.—_ - - ----- 3/21/202411:17:04 PM UTC <br /> Chris Lalonde <br /> Structural Design Associates(425)339-0293 ForteWEB 0.7,Engine:V8.4.0.40,Data:V8.1.5.4 <br /> clalonde@sdaeverett.com yYlc crhaeuur File Name: 10012 <br /> Page 9/13 <br />