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MEMBER REPORT PASSED <br /> Floor, Deck Joists <br /> 1 piece(s)2 x 10 HF No.2 @ 16"OC <br /> Overall Length: '1 <br /> t` <br /> 1 10' <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual C1A Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 441 @ 9'6 3/4" 911(1.50") Passed(48%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist <br /> Building Use:Residential <br /> Shear(Ibs) 367 @ 8'9 1/2" 1388 Passed(26%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 1013 @ 4'11 5/8" 1917 Passed(53%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Def.(in) 0.100 @ 4'11 5/8" 0.230 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Def.(in) 0.120 @ 4'11 5/8" 0.459 Passed(L/921) -- 1.0 D+1.0 L(All Spans) <br /> TJ-Pro'"Rating N/A N/A N/A -- N/A <br /> • Deflection criteria:LL(L/480)and TL(L/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 /> • No composite action between deck and joist was considered in analysis. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor Live Total Accessories <br /> 1-Stud wall-SPF 5.50" 4.25" 1.50" 80 398 478 1 1/4"Rim Board <br /> 2-Hanger on 9 1/4"PSL beam 5.25" Hanger, 1.50" 81 403 484 See note 1 <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing 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) 9'6"o/c <br /> Bottom Edge(Lu) 9'6"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 LU28 1.50" N/A 8-10dx1.5 6-I0dx1.5 <br /> •Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br /> Dead Floor Live <br /> Vertical Load Location(Side) Spacing (0.90) (1.00) Comments <br /> 1-Uniform(PSF) 0 to 10' 16" 12.0 60.0 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 3/1/2022 6:26:26 PM UTC <br /> Kelsi Bonner �A <br /> BTL Engineering: ForteWE6 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 /> U2.2Page 3/ 16 <br />