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MEMBER REPORT PASSED <br /> Roof,Rafters <br /> 1 piece(s)2 x 10 HF No.2 @ 24"OC <br /> Sloped Length:12'2' <br /> 13 <br /> 1'6' 10'6` <br /> LJ <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:11'9 15/16" <br /> Design Results Actual @ Location Allowed Result "' LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(Ibs) 357 @ 11'6 1/2" 911(1.50") Passed(39%) -- 1.0 D+ 1.0 S(Alt Spans) Member Type:Joist <br /> Building Use:Residential <br /> Shear(Ibs) 302 @ 2'8 5/8" 1596 Passed(19%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 858 @ 6'8 13/16" 2204 Passed(39%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.080 @ 6'7 15/16" 0.332 Passed(L/999+) -- 1.0 D+ 1.0 S(Alt Spans) Member Pitch:2/12 <br /> Total Load Defl.(in) 0.118 @ 6'8 1/16" 0.497 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Overhang deflection criteria:LL(2L/360)and TL(2L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <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 Accessories <br /> 1-Beveled Plate-SPF 5.50" 5.50" 1.50" 165 339 504 Blocking <br /> 2-Hanger on 9 1/4"DF beam 5.50" Hanger. 1.50" 127 264 391 See note <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 /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> •'See Connector grid below for additional information and/or requirements. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 11'8"o/c <br /> Bottom Edge(Lu) 11'8"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Connector:Simpson Strong-Tie <br /> Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br /> 2-Face Mount Hanger LRU28Z 1.94" N/A 6-10dx1.5 5-10d <br /> •Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br /> Dead Snow <br /> Vertical Load Location(Side) Spacing (0.90) (1.15) Comments <br /> 1-Uniform(PSF) 0 to 12' 24" 12.0 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 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 /> ForteWEB Software Operator lob Notes 5/3/2022 7:25:58 PM UTC <br /> Kelsi Bonner <br /> BTL Engineering ForteWEB v3.2,Engine:V8.2.0.17,Data: V8.1.0.16 <br /> (931)581-9272 <br /> kelsi.bonner@btleng.net Weyerhaeuser File Name: Peterson Garage-Everett <br /> R2.1 Pagel/1 <br />