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r ' ;ill run I VY CCC5 MEMBER REPORT PASSED <br /> Upper Level,JST#12 <br /> 1 piece(s)9 1/2"TM®110 @ 16"OC ✓�� <br /> Overall Length: 14'1" <br /> 13'6" <br /> [] C7 <br /> All locations are measured from the outside face of left support(or left cantilever end).Al! dimensions are horizontal. <br /> Design Results Actual Location Allowed Result LDF Load:Combkiatlon(Pattern) System:Floor <br /> Member Reaction(Ibs) 481©2 1/2" 1041(2.25") Passed(46%) 1.00 1.0 D+ 1.0 L(All Spans) Member type:Joist <br /> Building Use:Residential <br /> Shear(Ibs) 468 @ 3 1/2" 1220 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 1619 @ 7'1/2" 2500 Passed(65%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Deft(in) 0.258 @ 7'1/2" 0.342 Passed(L/635) -- 1.0 D+ 1.0 L(All Spans) <br /> Total Load Dell.(in) 0.336 @ 7'1/2" 0.683 Passed(L/488) 1.0 D+ 1.0 L(All Spans) <br /> Ti-Pro""Rating 40 40 Passed -- — <br /> •Deflection criteria:LL(U480)and TL(1/240).m_ <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 nailed down. <br /> •Additional considerations for the 17-Pro'"Rating include:None. <br /> Bearing Length Loath to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Factored Accessories <br /> 1-Stud wall-SPF 3.50" 2.25' 1.75" 113 376 488 1 1/4"Rim Board <br /> 2-Stud wall-SPF 3.50" 2.25' 1.75" 113 376 488 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed, <br /> Lateral Bracing Bradng Intervals Comments <br /> Top Edge(Lu) 3'10"0/C <br /> Bottom Edge(Lu) 13'11"o/c <br /> •TJ1 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 Spacing (0.90) (1.00) Comments <br /> -Uniform(PSF) 0 to 14'1" 16" 12.0 40.0 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's compatible with the overall project.Accessories(Rim Board,itlocdng Panels and Smash Blocks)are rot 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/documenblibrary. <br /> The pmduct application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> 0/5/ <br /> ForteWEB Software Operator Sob Notes 10/11/2022 12:09:46 AM UTC <br /> Chris ialonde <br /> Structural Design Associates ForteWEB v3.4, Engine: V8.2.2.122, Data: V8.1.3.0 <br /> (425)339-0293 <br /> clalonderisdaeverett.com Wevcrhacuser File Name: 9676 <br />