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Level, 135-LO <br /> 1 piece(s) 4 x 10 Douglas Fir-Larch No. 2 <br /> Overall Length:6'10" <br /> + + <br /> 4' 63 4' <br /> El E1 <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 IDE Load:combination(Pattern) System:Floor <br /> Member Reaction(lbs) 1627 @ 2" 5206(3.50") Passed(31%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Shear(lbs) 1121 @ 1'3/4" 3885 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 2515 @ 3'5" 4492 Passed(56%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.039 @ 3'5" 0.217 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defi.(in) 0.052 @ 3'5" 0.325 Passed(L/999+) — 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(1./240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 6'10"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'10"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 <br /> Total Accessories <br /> 1-Stud wall-SPF 3.50" 3.50" 1.50" 397 1230 1627 Blocking <br /> 2-Stud wall-SPF 3.50" 3.50" 1.50" 397 1230 1627 Blocking <br /> •Blocking Panels are assumed to cany 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(PL.F) 0 to 6'10" N/A 8.2 <br /> Residential-Living <br /> 1-Uniform(PSF) 0 to 6'10"(Front) 9' 12.0 40.0 Areas <br /> Member Notes <br /> CRAWL SPACE BEAM /�� <br /> Weyerhaeuser Notes l 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. <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 />