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riI I"'0 R T E{` MEMBER REPORT PASSED' <br /> upper floor,Floor:Joist <br /> i piece(s)14"TJI®230 C@ 16"OC <br /> Overall Length:23' 101/2" <br /> 0 0 <br /> 00 4 <br /> 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 822 @ 23'8" 1183(2.25") Passed(690/o) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist <br /> Building Use:Residential <br /> Shear(Ibs) 809 @ 3" 1945 Passed(420/0) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 4786 @ 11'11" 4990 Passed(96%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.655 @ 11'11" 0.783 Passed(1./431) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.851 @ 11'11" 1.175 Passed(L/331) -- 1.0 D+1.0 L(All Spans) <br /> TJ-Pro"Rating 24 Any Passed -- -- <br /> • Deflection criteria:LL(L/360)and It(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •A structural analysis of the deck has not been performed. <br /> • Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge"Panel(24"Span Rating)that is glued and nailed down. <br /> •Additional considerations for the TJ-Pro"Rating include:None. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Total Accessories <br /> 1-Plate on concrete-HF 3.00" 3.00" 1.75" 191 636 827 Blocking <br /> 2-Stud wall-HF 3.50" 2.25" 1.75" 191 638 829 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads appted 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 /> Top Edge(Lu) 4'1"o/c <br /> Bottom Edge(Lu) 23'9"o/c <br /> •TJI joists are only analyzed using Maximum Allowable bracing solutions. <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live <br /> Vertical Load Location Sparing (0.90) (1.00) Comments <br /> 1-Uniform(PSF) 0 to 23'10 1/2" 16" 12.0 40.0 Default Load <br /> Member Notes <br /> Floor Joist <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/docurnent-library. <br /> The product application,input design loads,dimensions and support information have been provided by Joel Niemi <br /> ForteWEB Software Operator lob Notes <br /> 5/11/2021 9:33:45 PM UTC <br /> Joel Niemi Garage replacement-Larry Blackmer contractor <br /> Joel Niemi Architect ForteWEB v3.2,Engine:V8.2.0.17, Data:V8.1.0.16 <br /> (425)422-4276 <br /> joel@jniemiarchitect.com Weyerhaeuser File Name: Blackmer-2522 Baker Garage <br /> Pac C <br />