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• • arfR)ir'Jrc iC Nit CUi MEMBER REPORT PASSED <br /> Roof,JST#3 <br /> 1 piece(s)2 x 8 HF No.2 @ 24"OC <br /> Sloped Length; 13' 1 1 j2' <br /> n <br /> 17 <br /> 101 ` <br /> All locations are measured from the outside Face of left support(or left cantilever end).AU dimensions are horizontal. Member Length:13'7 906" <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(ibs) 528 @ 1'7 3/4" 2768(3.50") Passed(19%) -- 1.0 D+1.0 S(All Spans) Member Type: ist <br /> Building Use:Residential <br /> Shear(Ibs) 327 @ 2'3 1/16" 1251 Passed(26%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 711 @ 5'10 9/16 1477 Passed(48%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.134 @ 5'9 1/2" 0.536 Passed(1/956) 1.0 D+1.0 S(Alt Spans) Member Pitch:10/12 <br /> Total Load Deft.(in) 0.234 @ 5'9 5/8" 0.714 Passed(L/549) -- 1.0 D+1.0 S(Alt Spans) <br /> • Deflection criteria:Lt.(1.1240)and TL(1/180). <br /> •Overhang deflection criteria:LL(2L/240)and TL(2L/I80). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •A 1.5%increase in the moment capacity has been added to account for repetitive member usage. <br /> •Applicable calculations are based on NDS. <br /> Hearing Length Loads to Supports(ibs) <br /> Supports Total Available Required Dead Roof lire Snow Factored Accessories <br /> 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 231 237 296 528 Blocking <br /> 2-Beveled Plate-SPF 3.50" 3.50• 1.50" 162 170 21.2 374 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full toad is applied to the member being designed. <br /> Lateral Bracing Bradnganterwais Comments <br /> Top Edge(Lu) 11'8"o/c <br /> Bottom Edge(Lu) 13'2"o/c <br /> •Maximum allowable bracing intervals based an applied load. <br /> Dead Roof Live Snow <br /> Vertical Load location(Side) SPachn4 (0.90) (non-snow:1.25) (1.15) Comments <br /> 11-Uniform(PSF) 0 to 10'i" 24" 15.0 20.0 25.0 Default Load <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 to the software.Use of this software is not intended to circumvent Inc need for a design professional as determined oy die authority having jurisdiction.Tire 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.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> .7(r1 .1.9" <br /> fForteWEB Software Operator Job Notes 10/11/2022 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 /> 339-0293 clalo <br /> claionde@sdaeverett.com ':Y+ycrhaeuser File Name: 9676 <br /> t^le <br />