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a F 0 R T E MEMBER REPOR: Roof Level, Roof Joist PASSED <br /> 1 plece(s)2 x 6 Hem-Fir No.2 @ 24"OC <br /> Overall Sloped Length: 9' 1 3/8" <br /> + + <br /> o 0 <br /> 12 <br /> 21 <br /> 8' <br /> a 'El <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(lbs) 314 @ 4 1/2" 3341(5.50") Passed(9%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Joist <br /> Shear(lbs) 250 @ 10 15/16" 1031 Passed(24%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 587 @ 4'5 1/2" 1001 Passed(59%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.152 @ 4'5 1/2" 0.276 Passed(L/653) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:Aso <br /> Total Load Defl.(in) 0.268 @ 4'5 1/2" 0.414 Passed(L/371) -- 1.0 D+1.0 Lr(All Spans) Member Pitch:2/12 <br /> •Deflection criteria:LL(L/360)and TL(L/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 9'o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'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 Loads to Supports(lbs) <br /> Supports Total Available Required Dead Roof Total Accessories <br /> Live <br /> 1-Beveled Plate-HF 5.50" 5.50" 1.50" 136 178 314 Blocking <br /> 2-Beveled Plate-HF 5.50" 5.50" 1.50" 136 178 314 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 Roof Live <br /> Loads Location(Side) Spacing (0.90) (non-snow:1.25) Comments <br /> 1-Uniform(PSF) 0 to 8'11" 24" 15.0 20.0 Roof /� <br /> Weyerhaeuser Notes 4 SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design <br /> professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is <br /> 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 <br /> under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser <br /> product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator Job Notes 5/16/2018 8:13:58 PM <br /> Brian Walkenhauer Forte v5.3,Design Engine:V7.0.0.5 <br /> Coffman Engineers Grand Ave Gravity Design.4te <br /> (206)623-0616 <br /> walkenhauer@coffman.com Page 6 of 9 <br />