9227 4TH AVE W 2024-08-12 - Laserfiche WebLink

{ lir rpm lflf coMEMBER REPORT PASSED Upper Level,JST#8 1 piece(s)11 7/8"TUI®210 @ 16"OC 7 / Overall Length:16'9" 0 16 [J t=j All locat'ons are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System Floor Member Reaction(Ibs) 558 @ 16'5 1/2" 1005(1.75") Passed(55%) 1.00 1.0 D+1.0 L(All Spans) Member Type.'Joist Building Use:Residential Shear(ibs) 558 @ 16'S 1/2" 1655 Passed(34%) 1.00 1.0 D+ 1.0 L(Ali Spans) Building Code:IBC 2018 Moment(Ft-lbs) 2242 @ 8'5" 3795 Passed(59%) 1.00 1.0 D+ 1.0 L(All Spans) Design Methodology:ASP Live Load Deft.(in) 0.257 @ 8'5" 0.402 Passed(L1751) -- 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.334 @ 8'5" 0.804 Passed(L/577) -- 1.0 D+ 1.0 L(All Spans) TJ-Pro'"Rating 40 40 Passed -- •Deflection criteria:LL(L/480)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge"Panel(24"Span Rating)that is nailed down. •Additional considerations for the TJ-Pro'"Rating include:None. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Factored Accessories 1-Stud wall-SPF 5.50" 4.25" 1.75" 135 449 584 1 1/4"Rim Board 2.-Hanger on .11 7/8"'IIF beam 3.50" Hanger 1.25"/-? 133 441 578 See note r •Rum Board is assumed to carry all loads applied directly above it,bypaassTng the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •r See Connector grid below for additional information and/or requirements. •2 Required Bearing Length/Required Bearing Length with Web Stiffeners Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 4'11"o/c Bottom Edge(Lu) 16'4"o/c •11I joists are only analyzed using Maximum Allowable bracing solutions. •Maximum allowable bracing intervals based on applied load. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners 1 Face Fasteners : Member Fasteners Accessories 2-Face Mount Hanger IUS2.06/11.88 2.00" I N/A 10-10dx1.5 2-Strong-Grip •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Load Location Spacing (0.90) (1.00) Comments -Uniform(PSF) 0 to 16'9" 16" 12.0 10.0 Default Load Weyerhaeuser Notes 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 related to the software.Use of this software is not intended to circurnvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation s compatible w th the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-115.3 and ESR-1.387 and/or tested in accordance with applicable ARM standards.For current code evaluation reports,Weyerhaeuser product literature and installatior details refer to www.weyerhaeuser.comiwoodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator FortewEB Software Operator lob Notes 10/11/2022 12:09:46 AM UTC Chris Lalonde Structural Design Associates ForteWEB v3.4,Engine:V8.2.2.122,Data:V8.1.3.0 (425)339-0293 clalonde@sdaeverett.com Weyerhaeuser File Name: 9676 irJ