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1 FO R T E <br /> MEMBER REP 4 of 32 PASSED <br /> REPORT <br /> Garage Addition,Roof Rafter RR-1 Good, USE <br /> 1 piece(s)2 x 6 HF No.2 @ 24"OC <br /> ril __Welch: - -:lli <br /> --- — — . <br /> 1? <br /> 1 6 f 6' <br /> f �4 / <br /> El El <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:8'10 11/16" <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(lbs) 260 @ 8'3 1/2" 911(1.50") Passed(28%) -- 1.0 D+1.0 S(Aft Spans) Member Type:Joist <br /> Building Use:Residential <br /> Shear(lbs) 240 @ 2'2 11/16" 949 Passed(25%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 413 @ 5'1 5/16" 921 Passed(45%) 1.15 1.0 D+1.0 S(Aft Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.084 @ 5' 0.350 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:4/12 <br /> Total Load Defl.(in) 0.132 @ 5'3/16" 0.467 Passed(L/636) -- 1.0 D+1.0 S(Alt Spans) <br /> • Deflection criteria:LL(L/240)and TL(L/180). <br /> •Overhang deflection criteria:LL(2L/240)and TL(21/180). <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 3.50" 3.50" 1.50" 164 259 423 Blocking <br /> 2-Hanger on 5 1/2"HF beam 3.50" Hanger' 1.50" 107 176 283 See note 1 <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 /> •1 See Connector grid below for additional information and/or requirements. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 8'9"o/c <br /> Bottom Edge(Lu) 8'9"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 LRU26Z 1.94" N/A 4-10dx1.5 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 8'7" 24" 15.0 25.0 D+S <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 Job Notes <br /> Michael Antimie <br /> n/a <br /> • (714)277-6004 <br /> michael.antimie@outlook.com Weyerhaeuser <br />