4631 DARLINGTON LN 2025-08-19 - Laserfiche WebLink

1`111A:MuClz REPORT PASSED Deck Framing, Deck Joists 1 piece(s) 2 x 10 DF No.2 @ 16"OC Civerali Lenglh:11'7 112" p ---END OF (E)JOIST (N) SISTERED 2x10 6,,3„ 3,p„ 2' Q Q Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual Location Allowed Resuft. LDF Load&Combination(Pattern) Member Length:11'4" System:Floor Member Reacon(Ibs) 538 @ 5'8 1/4" 2231(3.50") Passed(24%) 1.0 D+1.0 L(Adj Spans)ti Member Type:)olst Shear(lbs) 215 @ 4'9 1/4" 1665 Passed(130/6) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -262 @ 5'8 1/4" 2029 Passed(13%) 1.00 1.0 D+1.0 L N.Spans) Building Code:IBC 2018 Live Load Deff. in 0.010 @ 11'7 1/2" 0.200 Passed(2l/999+) 1.0 D+1.0 L(Alt Spans) Design Methodology;ASO Total Load Defl.(in) 0.011 @ 11'7 1/2" 1 0.215 1 Passed(2L/999+) — 1,0 D+1.0 L(Alt Spans) Ti-Pro"Rating N/A N/A N/A N/A •Deflection criteria:LL(L1360)and TL(L/240). •Overhang deflection criteria,.LL(0.2•)and TL(2L/240). I •Allowed moment does not reflect the adjustment for the beam stability factor. E •A 15%Increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NO$. • No composite action between deck and joist was considered in analysis. r I .. Bearing length Loads to Supports(Lbs) ,.. i SUppptlS Total Available Required Dead Floor Live Factored Accessories € 1-Hanger on 91/4"OF Ledger 3.50' Hanger, 1.50" 34 215 248 See note s 2-Stud wall-SPF 3.50" 3,50" 1.50" 68 471 538 None 1 3-Beam-OF 3.50" 3.50" 1.50" 54 366 420 Blocking •Blocking Panels are assumed to carry no bads applied directly above them and the full load is applied to the member being deslgne . f •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger j •,See Connector grid below for additional information and/or requirements, I' Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 11'4"o/c Bottom Edge(Lu) 11'4"o/c -Maximum allowable bracing intervals based on apprised load. Collnectar:Simpson.Strong-Tie ppoK Model Seat Length Top Fasteners` Face Fasteners Membec Fasteners Accessories 1-Face Mount Hanger LU28 1.5D" N/A 8-10dxl.S 6-10dxl.5 •Refer to manufacturer notes and instructions for proper Installation and use of all connectors. Dead Floor live Vertical Load Location(Bide) Spacing (0.90)., (A.00) comments 1-Uniform(Psf) 0 to 11'7 k1r ib" 10.0 60.0 Default Load Weyerhaeuser�10te5 ....::... Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdains 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,bulkier 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 ICGES under evaluation reports ESR-1153 and ESA-1387 and/or tested in accordance with applicable ASfM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/docufneat•library. The product application,Input design loads,dimensions and support information have been provided by ForteW EB Software Operator ForteWEB Software Operator Job Notes 5/30/20244:40:32 PM UTC NabilKausal•Hayes ForteWEB 0.7, Engine:V8.4.0.40, Data:V8.1.5.0 NKH Engineering (206)601-9728 nabilOnkhengineering.com \Ceynhaeuwr S 1 NKH Eng nearing ip i