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.wol P�t•i tt ! laYY G MEMBER REPORT PASSED <br /> Roof,JST#4 <br /> 1 piece(s)2 x 10 HF No.2 @ 24"OC r <br /> Sloped Length: 19'5' <br /> 0 0 <br /> ii <br /> 12 ii i <br /> 10[ AI <br /> , <br /> 1-71 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:20'11/15" <br /> Design Results Actual 0 Location _Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(Ibs) 765 @ 2'2 3/4" 4349(5.50") Passed(18%) 1.0 D+ 1.0 S(All Spans) " Member Type:exist <br /> Building Use.Residential <br /> Shear(Ibs) 493 @ 3'5/8" 1596 Passed(31%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 1609 @ 8'6 3/8" 2204 Passed(73%) 1.15 1 1.0 D+ 1.0 5(Alt Spans) Design Methodology:ASO <br /> Live Iced Deft.(in) 0.327 @ 8'5" ^ 0.801 Passed(L/588) -- ]1.0 D+ 1.0 S(Alt Spans) Member Pitch:10/12 <br /> Total Load Defl.(in) 0.572 @ 8'5 3/16" 1.068 Passed(L/336) -- 1.0 D+ 1.0 S(Alt Spans) <br /> •Deflection criteria:11(L/240)and Tr..(1/580). <br /> •Overhang deflection criteria:LL(21/240)and TL(24/180). <br /> •A 15%increase in the moment capacity has bees added to account for repetitive member usage. <br /> •Applicable calculations are based on NDS. <br /> Dearlog Length —Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Roof live Snow Factored Accessories <br /> 1-Beveled Plate-SPF 5.50" 5.50" 1.50" 335 343 429 765 Blocking <br /> 2 Beveled Plate-SPF 5.50" 5.50" 1.50" 247 257 322 569 Blocking <br /> •Clerking Panels are assumed to carry no leads applied directly above them and the full load is applied to the member being designed. <br /> Lateral Bracing Bracing Intervals comments <br /> Top Edge(Lu) Continuous <br /> Bottom Edge(Lu) Eno Bearing Points <br /> r Dead Roof Live Snow <br /> Vertical Load Location(Side) Spacing (0.90) (non snow:1.25) (1.15) comments <br /> 1-Uniform(PSF) 0 to 14'11" 24" 15.0 20.0 25.0 Default toad J <br /> Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of it product;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 rot designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have beer 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-itbrary. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> 1 �1 <br /> Fortewee 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 /> (425)339-0293 /Silk File Name:9676 <br /> clalonder�sdaeverett.com Weyerhaeuser <br />