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1 F 0 R T E ` Lower Level, Drop Beam over Hallway/Bar(H) PASSED <br /> 2 piece(s) 1 3/4" x 9 1/2" <br /> 1.55E TimberStrand® LSL <br /> Overall Length:4'8" <br /> + + <br /> O 0 <br /> 3'9' <br /> 0 0 <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:Combin tion(Pattern) System:Floor <br /> Member Reaction(lbs) 7618 @ 4" 13956(5.50") Passed(55%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Shear(Ibs) 3711 @ 1'3" 6872 Passed(54%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 5558 @ 1'7 9/16" 10422 Passed(53%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 <br /> Live Load Def.(in) 0.045 @ 2'3 3/8" 0.133 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:Ash <br /> Total Load Defl.(in) 0.063 @ 2'3 3/8" 0.200 Passed(L/758) -- 1.0 D+1.0 L(All Spans) <br /> • Deflection criteria:LL(1/360)and TL(L/240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 4'8"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing Is required to achieve member stability. <br /> ._. ____ __lam_ .—::--- _loads o 9epPods(lbs) <br /> Supports Total Available Required Dead Floor Total Accessories <br /> Live <br /> 1-Column-SPF 5.50" 5.50" 3.00" 2192 5426 7618 Bloddng <br /> 2-Column-SPF 5.50" 5.50' 2.90" 2051 5300 7351 Bloddng <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(PLF) 0 to 4'8" N/A 10.4 <br /> 1-Uniform(PSF) 0 to 4'8"(Front) 27'6" 15.0 40.0 Floor-Main Level <br /> 2-Uniform(PLF) 0 to 1'6"(Front) N/A 90.0 - Wall-Main Level <br /> 3-Uniform(PSF) 0 to 1'6"(Front) 27 6" 15.0 40.0 Floor-Upper Level <br /> Unked from:Drop <br /> 4-Point(Ib) 1'6"(Front) N/A 758 1971 Scamover <br /> Halhvay/latches(H), <br /> Support 1 <br /> Unked from:Drop <br /> 5-Point(Ib) 4'8"(Front) N/A 758 1971 Beam over <br /> Harway/lOtclren(H), <br /> Support 2 <br /> Weyerhaeuser Notes <br /> warrants that0 SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser <br /> sizing products will be in accordance with Weyerhaeuser product design accent and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Use of this software Is not Intended to <br /> circumvent the need fora design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer Is responsible to <br /> assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are t Ird-party certified to sustainable <br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports FSR-1153 and ESR-1387 and/or tested In <br /> accordance with applicable ASTM standards. For current code evaluation reports refer to http://bwiw.woodbywy.com/services/s_CodeReports.aspx. <br /> ports.aspx. <br /> The product application,input design loads,dimensions and support information have been provided by Gonyea;plan dated 9/29/2016. <br /> Forte Software Operator .Job Notes 10/20/2016 3:23:05 PM <br /> Jeffrey Dory.Desgn Supervisor Gonyea Homes-GH0660 Forte v5.1,Design Engine:V6.5.1.1 <br /> Lyman Lumber Comoany 760 Lakevie,.v Parkway:Orono.MN 780 Lakeview Parkway:Orono, MN.4te <br /> (952)470-48666 Evanson Residence <br /> Jeff doty lym3nivmber.:::nni 10/'2012016-.821554 <br /> Page 30 of 32 <br />