9227 4TH AVE W 2024-08-12 - Laserfiche WebLink

. • I run C VV CD MEMBER REPORT PASSED Main Level, BM425 1 piece(s)4 x 6 HF No.2 Overall Length:4'7" � s 4' t1 Cl All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual a Location Allowed Result 1 LDF7Load:Combination(Pattern) ' System:Floor Member Reaction(Ibs) 1441 @ 2" 4961(3.50") Passed(29%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Drop Beam —— Building Use:Residential Shear(ibs) 970 @ 9" 1925 Passed(50%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 Moment(Ft-ibs) 1420 @ 2'3 1/2" 1617 Passed(88%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Deft.(in) 0.056 @ 2'3 1/2" 0.142 Passed(L/913) -- 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.073 @ 2'3 1/2" 0.213 Passed(L/697) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/360)and TL(t/240). •A 0.5%decrease in the moment capacity has been added to account for lateral stability, •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Factored Accessories 1-Stud wall-SPF 3.50" 3.50' 1.50" 341 1100 1441 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.50" 341 1100 1441 Blocking •Blacking Panels are assumed to carry no loads applied directly above them and the full toad is applied to the number being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) nd Bearing Po'.nts Bottom Edge(Lu) End Bearing Points Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(MT) 0 to 4'7" NIA 4,9 .- 1-Uniform(PSI) 0 to 4'7"(Front) 6'9" 12.0 40.0 FLR 2-Uniform(PSF) 0 to 4'7"(Front) 5'3" 12.0 40.0 Ft.R 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 I 1 ForteWEB Software Operator Job Notes 10/11/2022 12:09:46 AM UTC Chris Lalonde Structural Design Associates ForteWEB v3.4,Engine:V8.2.2.122,Data:V8.1.3.0 (425)339-0293 claiondOesdaeverettcom Weyerhaeuser File Name: 9676 n......"c nee