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�F O R T E w Lower Level,Drop Beam over Hallway/Bar(H) PASSED <br /> 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrandp LSL <br /> Overall Length:4'8" <br /> + + <br /> ° o <br /> � , <br /> � ; <br /> � , <br /> � , <br /> �� 3,9, 1 <br /> � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> D851 n Results Actusl p Location Allowed ResuN LDF Lnad:CombinaUon(PatEern) System:Floor <br /> Member Reaction(Ibs) 7618 @ 4" 13956(5.50") P�sed(55%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop eeam <br /> Shear(Ibs) 3711 @ 1'3" 6872 Passed(54�k) 1.00 1.0 D+1.0 L(All Spans) Butlding Use:Residentlal <br /> Moment(Ft-Ibs) 5558 @ 1'7 9/16" 10422 Passed(5396) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC zo12 <br /> Live Load DeFl.(in) 0.045�2'3 3/8" 0.133 Passed(U�99+) -- 1.0 D+1.0 L(All Spa�s) Design Methodology:psD <br /> Total Load Defl.(in) 0.063 @ 2'3 3/8" 0.200 Passed(U758) -- 1.0 D+1.0 L(All Spans) <br /> • Deflectbn crlteria:LL(U360)and TL(U240). <br /> •&acing(Lu):All campression edges(top and bdYom)rrwst be braced at 4'8"o/c unless detailed othervvise.Proper attachmeM and positlonirg of lateral <br /> bradng is required to achieve member spbility. <br /> - -_: ,_._- _.:_. __: c-_�:_ = --- '=J.oAAfbD��W3�_:, __ <br /> SUPPOItS Topl Available Required Daid �r Tohl Aooeswries <br /> 1-Cdumn-SPF 5.50" 5.50" 3.00" 2192 5426 7618 Bbcldng <br /> 2-Column-SPF 5.50" 5.50" 2.90" 2051 5300 7351 Blaking <br /> •Bbcking Panels are assumed to carry no bads apqied directly above them and the full load is app�fed to the member being designed, <br /> Tributary Dead Pbor LFre <br /> LOdds Lowfion(Side) Width (0.90) (1.00) ConuneMs <br /> 0-Self Weight(PLF) 0 to 4'8" N/A 10.4 <br /> 1-Uniform(PSF) 0 to 4'8"(Frorrt) 2T 6" 15.0 40.0 Floor-Maln Level <br /> 2-Unifortn(PLF) 0 ta 1'6"(Front) N/A 90.0 - Wall-Maln Levd <br /> 3-Un'rform(PSF) 0 to 1'6"(Frad) 2T 6" 15.0 40.0 Floor-Uppe�Level <br /> Linked trom:Drop <br /> 4-Point(Ib) 1'6"(Frortt) N/A 758 1971 �m� <br /> HaIMraY/Kibchen(H), <br /> Su 1 <br /> Llnlred from:Drop <br /> 5-Pdnt(Ib) 4'8"(Front) N/A 758 1971 �m� <br /> Hallway/ptchen(H), <br /> 2 <br /> Weyerhaeuser Notes [ty)SUSTAINAB�E FORESTRY INITIATIVE <br /> Weyerhaeuser warrards that the saing of its produds wfll be in aaordance with Weyerhaeuser praduct deslgn aiteria and published design values. y <br /> Weyertreeuser e�cpressly disclaims any other warrantles related Up the soRwyre.R�bo arr�Weyeiiweuser Uberature for InstalWtlon details. <br /> (www.wood�yvay.com)Ao[essories(Rim Board,Blocldng Panels and Squash Blocks)are not designed by this sottware.Use of this software k not IMended to <br /> circumvent the need for a deslgn professional as detertNned by the autlqrity having Jurisdktion.The designer of record,buiWer a framer k responsible to <br /> assure that this pkvlatlai is canpatlble wRh the ove2lt project.Products manufad�ned at Weyerhaeuser(adlities are third-party cerUfled to sustainable <br /> forestry standards.Weyerhaeuser Engineered Lu�er Prodixts have been evaluahed by ICC ES under bechnial reports ESR-1153 and ESR-1387 and/a tested in <br /> aaordance with applkable ASTM standards. For curreM code evaluatlon reports refer Oo http://www.waodbywy.corti/servkesls_CadeReports.aspx. <br /> The product applicatlon,input design bads,dirtiensions and wpport informatfon have been provlded by Gonyea;plan dated 9/29/2016. <br /> Forte Sokware Operetor .Job Notes 10/20l2016 3:23:05 PM <br /> . Jegrey Jory.De>ign Suparvisor Gonyea Homes-GHO660 Forte v5.1,Design Engine:V6.5.1.1 <br /> �yma�wmnar�omoan•; 760 Lakav�e.��arkway:orono.,��N 780 Lakeview Park�va :Orono, ti9N.4te <br /> (952)4?0-1366 Evanson Residen;:e y <br /> jeff,doDf�IS'��3n��:mber.;nci ?0/20!20�o�.�2155» <br /> Page 30 of 32 <br />