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:�M FORT E'er E B MEMBER REPORT PASSED <br /> Residence Roof,Roof:Joist 2A <br /> 1 piece(s)2 x 4 DF N0.2 @ 24"OC <br /> Overall Length:10'7" <br /> 0 p <br /> in <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> De51gn-Results Actual @ Location Allowed Result :.LDF Load,Combination(Patbem) System:Roof <br /> Member Reaction(lbs) 106 @ 2 1/2" 2231(3.50") Passed(5%) -- 1.0 D+1.0 S(All Spans) Member Type:Joist <br /> Shear(lbs) 94 @ 7" 725 Passed(13%) 1.15 1.0 D+1.0 S(Ail Spans) Building We.Residential <br /> Moment(Ft ibs) 258 @ 5';1/2" 456 Passed(57(yo} 1.15 1.0 D+1.0 S(Ali Spans) Building Code:IBC 2018Design Methodology:ASD <br /> Live Load Deft.(in) 0.280 @ 5'3 1/2" 0.508 Passed(L/435) -- 1.0 D+1.0 S(Ali Spans) Member Pitch:0112 <br /> Total Load Deft.(in) 0.561 @ 5'3 112" 0.678 Passed(L/218) 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(V240)and TL(L/180). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •A 15%increase in the moment capacity has been added W account for repetitive member usage. <br /> •Applicable calculations are based on NDS. <br /> ..;:.Bearing Length Loads toSuppim (lbs) <br /> $uiJflprtB;..'.r Total°::' Available Required Dead Snow Tofaf;:' Accessories <br /> 1-Stud wan-SPF 3.50" 3.50" i.50" 53 53 106 Blocking <br /> 2-Stud wall-SPF 350" 3.50" 1.50" S3 53 106 Blocking <br /> •Bloddng Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> LateialBracing BraelnyIntervals <br /> ;.,.. Cornmdtbs :.. <br /> Top Edge(Lu) 10'7'o/c <br /> Bottom Edge(Lu) 10'T.o% <br /> -Maximum allowable bracing intervals based on applied bad. <br /> ... ... <br /> now <br /> Vertical Load Location(Side?.:.:.. ::. Spaefny .: (o§a) (LIS) comments <br /> lt Load <br /> 1-Uniform(PSF) D to 10'7' 24" 5.0 5.0 Defau <br /> We err .........::::- :::;:.;:;::...........,..,............ ..........................:.. <br /> haeuserNotes: :::::::::;:.:.;,.:.:.:...:::..:::...::.::::::::::::;::. ::,. ::. :.:::::>::;:,:: :;::.::::,::::.:is;::;::::::::.:;;;::::::::;:::.;:::;>•..:::::::::,::..::::::.:::.::;;:.:.::,.........::::,::.:::.:.::..:.:.:.::.:.:........... <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 ICC-ES under evacuation 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/woodproducts/docLiment-library. <br /> The product application,input design loads,dimensions and support information have been provided by FDrteWEB Software Operator <br /> FortewE6 Software operator Job Motes _ 11/8/2023 6:43:43 PM UTC <br /> Tyler Wandschneider <br /> BTL Engineering FotteWEB0.6,Engine:V8.3.1.5,n-u.^•'r0 1 A Z <br /> (425)814-SW 2 <br /> tyier.wandschneider@btleng.net File Name:Linton Ref <br /> Page 3/5 <br />