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® FORTE = MEMBER REPORT PASSED <br /> Mezzanine,J3 <br /> 1 piece(s) 11 7/8"TJI®210 @ 16"OC <br /> Overall Leng:,'• 1,- <br /> '9 <br /> 0 0 <br /> • <br /> 14'10" 1 2'3" / <br /> 1 Q2 <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) 674 @ 4 1/2" 1460(3.50") Passed(46%) 1.00 1.0 D+1.0 L(Alt Spans) Member Type:Joist <br /> Building Use:Residential <br /> Shear(Ibs) 645 @ 5 1/2" 1655 Passed(39%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 2454 @ 7'10 13/16" 3795 Passed(65%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.238 @ 7'11 3/8" 0.379 Passed(L/763) -- 1.0 D+1.0 L(Alt Spans) <br /> Total Load Defl.(in) 0.306 @ 7'11 3/16" 0.757 Passed(L/595) -- 1.0 D+1.0 L(Alt Spans) <br /> TJ-Pro'"Rating 48 45 Passed -- -- <br /> •Deflection criteria:LL(1/480)and TL(L/240). <br /> •Overhang deflection criteria:LL(2L/480)and TL(2L/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 Edger"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-Stud wall-HF 5.50" 4.00" 1.75" 155 530/-5 685/-5 1 1/2"Rim Board <br /> 2-Stud wall-HF 5.50" 5.50" 3.50" 205 684 889 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 /> Top Edge(Lu) 4'8"o/c <br /> Bottom Edge(Lu) 8'8"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(Side) Spacing (0.90) (1.00) Comments <br /> 1-Uniform(PSF) 0 to 18' 16" 15.0 50.0 Dead+Live+ <br /> Partition <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 KGU <br /> ForteWEB Software Operator lob Notes 4/15/2021 12:25:35 AM UTC <br /> Kyle Umlaut <br /> Umlauf Engineers ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 <br /> (509)551-6225 <br /> kyle@umlaufengineers.com Weyerhaeuser File Name: Copy of Zap Energy <br /> Page 4/4 <br />