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f FORTE .• MEMBER REP -- Floor Level, Floor:Drop Beam PASSED <br /> i piece(s)4 x 8 Hem-Fir No.2 <br /> Overall Length: 8' 7" <br /> 0 0 <br /> 0 <br /> 8' <br /> Il <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 1367 @ 2" 4961(3.50") Passed(28%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Shear(lbs) 1081 @ 10 3/4" 2538 Passed(43%) 1.00 1.0 D+1.0 L(All Spans) Building use:Residential <br /> Moment(Ft-lbs) 2709 @ 4'3 1/2" 2823 Passed(96%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Live Load Deft.(in) 0.173 @ 4'3 1/2" 0.275 Passed(L/572) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO <br /> Total Load Defl.(in) 0.230 @ 4'3 1/2" 0.412 Passed(L/431) -- 1.0 D+1.0 L(All Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 8'7"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'7"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor Total Accessories <br /> Live <br /> 1-Stud wall-HF 3.50 3.50" 1.50" 337 1030 1367 Blocking <br /> 2-Stud wall-HF 3.50" 3.50" 1.50" 337 1030 1367 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> Tributary Dead Floor Live <br /> Loads Location(Side) Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 0 to 8'7" N/A 6.4 <br /> 1-Uniform(PSF) 0 to 8'7"(Front) 6' 12.0 40.0 Residential-Living <br /> Areas <br /> Weyerhaeuser Notes @SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. YY <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design <br /> professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is <br /> compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES <br /> under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser <br /> product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator Job Notes 5/16/2018 8:13:58 PM <br /> Brian Walkenhauer Forte v5.3,Design Engine:V7.0.0.5 <br /> Coffman Engineers Grand Ave Gravity Design.4te <br /> (206)623-0616 <br /> walkenhauer@coffman.com Page 9 of 9 <br />