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0*ff.f it •V Level.J2-L2 PASSED <br /> 1 piece(s) 11 7/8" TJI® 210 @ 16" OC <br /> Overall Length: 15'7" <br /> 15' <br /> 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 533 @ 2 1/2" 1134(2.25") Passed(47%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist <br /> Shear(lbs) 520 @ 3 1/2" 1655 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 1994 @ 7'9 1/2" 3795 Passed(53%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.192 @ 7'9 1/2" 0.379 Passed(L/950) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.249 @ 7'9 1/2" 0.758 Passed(L/731) — 1.0 D+1.0 L(All Spans) <br /> Ti-Pm'"Rating 48 45 Passed — -- <br /> •Deflection criteria:LL(L/480)and TL(1/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 5'2"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'5"o/c unless detailed otherwise. <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 T3-Pro"Rating include:None <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor <br /> Total Accessories <br /> 1-Stud wall-SPF 3.50" 2.25" 1.75" 125 416 541 1 1/4"Rim Board <br /> 2-Stud wall-SPF 3.50" 2.25" 1.75" 125 416 541 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> Dead Floor Live <br /> Loads Location(Side) Spacing (0.90) (1.00) Comments <br /> 1-Uniform(PSF) 0 to 15'7" 16" 12.0 40.0 Residential-Living <br /> Areas <br /> Weyerhaeuser Notes 014 SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design <br /> professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is <br /> 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 <br /> under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser <br /> product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br />