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.I F O R T E MEMBER REPORT PASSED Level, Floor: Joist 1 piece(s)2 x 10 Hem-Fir No.1©16"OC Overall Length: 12'3' n ;? 11 ❑1 Q All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 672 @ 11'11 1/2" 911(1.50") Passed(74%) -- 1.0 D+1.0 L(All Spans) Member Type Joist Building Use:Residential Shear(Ibs) 582 @ 11'2 1/4" 1388 Passed(42%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 1946 @ 6'2" 2199 Passed(88%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load DeFl.(in) 0.273 @ 6'2" 0.290 Passed(L/509) -- 1.0 D+1.0 L(All Spans) Total Load Dell.(in) 0.317 @ 6'2" 0.579 Passed(L/439) -- 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating N/A N/A N/A -- N/A •Deflection criteria:LL(L/480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 4'4"o/c based on loads applied,unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'10"o/c based on loads applied,unless detailed otherwise. •A 15"/o increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories 1-Beam-HF 5.50" 4.25" 1.50" 99 617 716 1 1/4"Rim Board 2-Hanger on 9 1/4"HF beam 3.50" Hanger,. 1.50" 97 608 705 See note 1 •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •1 See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2-Face Mount Hanger LUS28 1.75" N/A 6-10d 3-10d Dead Floor Live Vertical Load Location(Side) Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 12'3" 16" 12.0 75.0 Default Load Member Notes Deck joist man span 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 disdaims 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 6/23/2020 9:08:48 PM UTC Ruth Gonzales Exterior Porcha nd roof addition Gonzales Design Partners ForteWEB v2.4, Engine:V8.0.1.5,Data: V7.3.2.0 (425)344-9942 GonzalesDesignPartners@hotmail.com Weyerhaeuser File Name: Ryan-Lewis Page 2/9