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QI FUK I t W tti MEMBER REPORT PASSED <br /> • <br /> Roof Deck,Deck Joists(DJ-1) <br /> 1 piece(s) 2 x 10 HF No.2 @ 16"OC <br /> D'eral Lcng:h:6 S' <br /> 0 ri <br /> 6.6. o. <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 328 @ 2 1/2" 1215(2.00") Passed(27%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Joist <br /> Shear(Ibs) 219 @ 1'3/4" 1388 Passed(16%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 463 @ 3'3" 1917 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.020 @ 3'3" 0.203 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> Total Load Defl.(in) 0.025 @ 3'3" 0.304 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> TJ-Pro""Rating N/A N/A N/A -- N/A <br /> • Deflection criteria:LL(L/360)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(Ibs) <br /> Supports Total Available Required Dead Floor Live Snow Factored Accessories <br /> 1-Stud wall-HF 3.50" 2.00" 1.50" 65 260 108 341 1 1/2"Rim Board <br /> 2-Stud wall-HF 3.50" 3.50" 1.50" 65 260 108 341 Blocking <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <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 /> Lateral Bracing Bracing Intervals Comments <br /> • <br /> Top Edge(Lu) 6'5"o/c <br /> Bottom Edge(Lu) 6'5"o/c <br /> *Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live Snow <br /> Vertical Load Location(Side) Spacing (0.90) (1.00) (1.15) Comments <br /> 1-Uniform(PSF) 0 to 6'6" 16" 15.0 60.0 25.0 Deck 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 Job Notes 1/25/2023 11:11:05 PM UTC <br /> Andreas Quinn <br /> Bykonen Carter Quinn ForteWEB v3.5, Engine:V8.2.3.63,Data:V8.1.3.6 <br /> avq@bcq-se.com(206) 84 File Name: Greenleaf Garage allot <br /> Weyerhaeuser 9 1� <br /> Pane 7 1/q <br />