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

t'V ES L C VV CD MEMBER REPORT PASSED Upper Level,JST/t9 1 piece(s)2 x 6 HF No.2 @ 16"OC Overall Length:4'7" 0 0 .71 AB locations are measured from the outside face of left support(or left cantilever end).AN dimensions are horizontal. Design Results Actual a Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 152 @ 2 1/2" 1367(2.25") Passed(11%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Joist Building Use Residential Shear(Ibs) 107 @ 9" 825 Passed(13%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2018 Moment(Ft-ibs) 150 @ 2'3.1/2" 801 Passed(1.9%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.013 @ 2'3 1/2" 0.104 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.017 @ 2'3 1/2" 0.208 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) 17-Pro'"Rating N/A N/A N/A -- N/A •Deflection criteria:U.(080)and TL(L/240). •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NOS. No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live factored Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 37 122 159 1 i/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 37 122 159 1 1/4"Rim Board •Run Board is assumed to carry all loads appdred directly above it,bypassing the member being designed. Lateral Bracing Bracing Intervals Comments fop Edge(Lu) Continuous Bottom Edge(L.u) End Bearing Points Dead Floor Uve Vertical Load Location(Ude) Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 4'7" 16" 12,0 40.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of Is 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 or this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,balder 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 installalior details refer to www.weyerhaeusercom/woodproducts/dortiment-lihrary. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator 91,g/ !ForteWEB Software Operator lob 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) e(a 0293 ciaio dalondeEaSdaeverett.com WeyerhaeuserFile Name:9676 !7G