1605 EDGEMOOR LN 2025-04-25 - Laserfiche WebLink

• .I FORTE W E B MEMBER REPORT PASSED UPPER FLOOR, FLOOR JOISTS 1 piece(s)11 7/8"T]I®560 @ 16"OC Overall Length:20'7' 0 0 i i 1 20 11 0 All locations 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) 706 @ 2 1/2" 1396(2.25") Passed(51%) 1.00 1.0 D+ 1.0 L(All Spans) Member Type:Joist Shear(Ibs) 693 @ 3 1/2" 2050 Passed(34%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Building Code:IBC 2015 Moment(Ft-Ibs) 3525 @ 10'3 1/2" 9500 Passed(37%) 1.00 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD Live Load DeFl.(in) 0.317 @ 10'3 1/2" 0.504 Passed(L/764) -- 1.0 D+ 1.0 L(All Spans) Total Load Defl.(in) 0.412 @ 10'3 1/2" 1.008 Passed(L/587) -- 1.0 D+ 1.0 L(All Spans) TJ-Pro'rm Rating 43 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 glued and nailed down. •Additional considerations for the Tl-Pro""Rating include:None. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Floor Uve Factored Accessories 1-Stud wall-SPF 3.50" 2.25" 1.75" 165 549 714 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.75" 165 549 714 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 9'6"o/c Bottom Edge(Lu) 20'5"o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. •Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Load Location Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 20'7" 16" 12.0 40.0 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 circumvent 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 is compatible with 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-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator lob Notes 2/22/2023 5:59:27 AM UTC Jasper Baarbe Structural Design Associates ForteWEB v3.5, Engine: V8.2.3.63, Data:V8.1.3.6 (425)339-0293 jasper@sdaeverett.com Weyerhaeuser File Name: 9684A-6'DECK Page 5/7