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FORTE MEMBER REPORT PASSED , Level, Floor:Drop Beam 1 piece(s)6 x 10 Douglas Fir-Larch No.1 Overall Leng:h: 12' 1 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) 3211 @ 4" 18906(5.50") Passed(17%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 2542 @ 1'3" 5922 Passed(43%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 8594 @ 6' 9307 Passed(92%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.295 @ 6' 0.378 Passed(L/461) -- 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.351 @ 6' 0.567 Passed(L/387) -- 1.0 D+ 1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 12'o/c based on loads applied,unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'o/c based on loads applied,unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories 1-Column-HF 5.50" 5.50" 1.50" 511 2700 3211 Blocking 2-Column-HF 5.50" 5.50" 1.50" 511 2700 3211 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 12' N/A 13.2 -- 1-Uniform(PSF) 0 to 12'(Top) 6' 12.0 75.0 Default Load Member Notes deck beam-max span and 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 Sob 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 3/9