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• -.al rprt K ilt co MEMBER REPORT PASSED <br /> Roof,JST#5 ; <br /> 1 piece(s)2 x 6 HF No.2 @1 24"OC <br /> Sloped Length: 12'2 1/16" <br /> 0 0 <br /> 12 ii ; <br /> 2' 8' 1' <br /> i_J <br /> All locations are measured from the outsice face of left support(or left cantilever end).All dimensions are horizontal. Member Length:12'3 3/16" <br /> ii <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member React'on(lbs) 540�©2'2 3/4" 3413(5.50") Passed(16%) -- 1.0 D+1.0 S(Adj Spans) Merrrber Type:foist <br /> Building Use:Residential <br /> Shear(lbs) 305 @ 2'10 7/8" 949 Passed(32%) 1.15 1,0 D i 1.0 S(Adj Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 632 @ 6'7 3/16" 921 Passed(69%) 1.15 1,0 D+ 1.0 S(Alt Spans) Design Methodology:ASD <br /> Live Load Deft(in) 0.198 @ 6'5 7/8" 0.432 Passed(L/523) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:2.5/12 <br /> Total Load Def.(in) 0.305 @ 6'6 1/16" 0.576 Passed(L/340) .. 1.0 D+ 1.0 S(Alt Spans) <br /> • Deflection criteria:LL(L1240)and It.(L/180). <br /> •Overhang deflection criteria:LL(21..040)and IL(2L/180). <br /> •A IS°%,increase in the moment capacity has been added to account for repetitive member usage. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length ' Loads to Supports(lbs) <br /> Supports Total Available Required Dead Roof Live Snow Factored Acceasodes <br /> 1-Beveled Plate-SPF 5.`(1" 5.50' :L.SO" 204 268 33S S40 Blocking <br /> 2-Beveled Plate-SPF 5.50" 5.50" 1.50" 161 216 270 431 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full kid is applied to the member being designed. <br /> Lateral Bradng Bracing Intervals comments <br /> Top Edge(Lu) Continuous <br /> Bottom Edge(Lu) End Bearing Points <br /> Dead Roof Lire Snow <br /> Vertical Load Location(side) SPacinp (0.90) (non-anew:1.25) (1.15) Comments <br /> 1-Uniform(PSF) 0 to 11'11" 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 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/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ya <br /> ForteWEB Software Operator 30b Notes 10/11/2022 12.09:46 AM UTC <br /> Chris'Acme <br /> Structural Design Associates ForteWEB v3.4, Engine: V8.2.2.122,Data:V8.1.3.0 <br /> (425)339-0293 lift File Name:9676 <br /> rlalondetysde@sdaeverett.corn Weycr}tae�u ser <br /> n__.. r I-1r <br />