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' F O R T E MEMBER REPORT 0 PASSED <br /> Level,2x6 Roof:Joist <br /> 1 piece(s)2 x 6 Douglas Fir-Larch No.2 @ 16"OC <br /> Sloped Length:12'2" <br /> 0 0 <br /> 12 1 <br /> 12 <br /> 0 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:12'2 7/8" <br /> Design Results = ,- .I @ Location AALMwed Result„ . ` tDF toaitsDombhratllon(pattern} .......:, <br /> System:Roof <br /> Member Reaction(Ibs) 322 @ 2 1/2" 3281(3.50") Passed(10%) -- 1.0 D+1.0 S(All Spans) Member Type:Joist <br /> Building Use:Residential <br /> Shear(Ibs) 282 @ 8 15/16" 1139 Passed(25%) 1.15 1.0 D+1.0 5(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 899 @ 6' 975 Passed(92%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.417 @ 6' 0.587 Passed(L/338) -- 1.0 D+1.0 S(All Spans) Member Pitch:2/12 <br /> Total Load Defl.(in) 0.671 @ 6' 0.783 Passed(L/210) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(L/240)and TL(L/180). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 7'5"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'2"o/c unless detailed otherwise. <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 /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Snow Total Arcaccories . W <br /> 1-Beveled Plate-DF 3.50" 3.50" 1.50" 122 200 322 Blocking <br /> 2-Beveled Plate-DF 3.50" 3.50" 1.50" 122 200 322 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> Dead :snow ' <br /> Vertical Load' Location(Side) Spacing. (O9O) (2 .) Comments <br /> 1-Uniform(PSF) 0 to 12' 16" 15.0 25.0 Roof <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 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 /> AAILSUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser <br /> ForteWEB Software Operator Job Notes 10/15/2019 7:37:43 AM UTC <br /> Allen Rishel ForteWEB v2.1,Engine:V7.3.2.309, Data:V7.2.0.2 <br /> NKH Engineering g <br /> (206)641-1733 <br /> alien@nkhengineering.com File Name: 19-103 Everett '9t'dtge <br /> 6— <br /> 5113 <br />