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' �� F 0 R T E � Lower Level,Drop Beam over Hallway/Rec Room(H) PkSSED <br /> 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL <br /> Overall Length:8'7" <br /> + + <br /> o a <br /> - � � - <br /> � � <br /> � , <br /> � T 8• <br /> 0 � <br /> All bcations are measured from the outside face of left support(or left cantliever end).All dimensions are horizor�tai.;Drawing is Conceptual <br /> De51 n Results AcWal O Lxation Atlowed Resu@ LDP Load:Combinalion(Patbem) Sys6ern:floor <br /> Member Reaction(Ibs) 5208 @ 4" 13956(5.50") Passed(37%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop eeam <br /> Shear(Ibs) 3691 @ 1'3" 6872 Passed(54%) 1.00 1.0 D+1.0 L(All Spans) BuOd�ng Use:Residentlal <br /> Moment(Ft-Ibs) 9507 @ 4'3 1/2" 10422 Passed(91%) 1.00 1.0 D+1.0 L(All Spans) Bufld�ng Code:IBC 2012 <br /> Live Load Defl.(in) 0.230�4'3 1/2" 0.264 Passed(U413) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load DeFl.(in) 0.319 @ 4'3 1/2" 0396 Passed(UZ98) -- 1.0 D+1.0 L(All Spans) <br /> �Deflection cri�ia:LL(U360)and TL(LJ240). <br /> • Bradng(Lu):All oompressfon edges(top and bottom)must be braced at 6'6 9/16"o/c unless detailed othervyise.Proper atqchmeirt and posidoning of lateral <br /> bracing is required to achieve member stability. <br /> ..., _--,--:_�EH� _- _:L�As�D�IIRf�sjibs� <br /> SUP�� Total Aveilabte ReqWred Dead F� Totel Aaestorks <br /> 1-Column-SPF 5.50" 5.50" 2.05" 1453 3755 5208 Bbcldng <br /> 2-Column-SPF 5.50" 5.50" 2.05" 1453 3755 5208 Bloddng <br /> . ,Bbcking Panels are aswmed to arty no loads applied directly above them and the full load is applied to the memb�being designcd. . <br /> Tributary Dead Floor Live <br /> Loads wcsa�on�swe� wwtn �0.90� �i.00� commenrs <br /> 0-Self Weight(PLF) 0 to 8'7" N/A 10.4 <br /> 1-Uniform(PSF) 0 to 8'7"(FroM) 21'10 1/2" 15.0 40.0 Floor-Main Levd <br /> Weyerhaeuser Notes _ _ <br /> wsTww+s�wkesmv wirwnve <br /> Weyerhaeuser warrarrts that the sizkig of its products will be in aaordance with Weyerhaeuser product design criteria and pudished design values. <br /> Weyert�aeuser expressly disc�aims any other warrantles related to the software.Refer to arrent Weyertiaeuser literature for instalWtlon details. <br /> (www.woodbywy.com)Accessories(Rim Board,&acking Panels and Squash&aks)are not designed by this software.Use of this software is not iMended to <br /> arcumveM the need for a design professional as determi�d by the authority having iurisdictlon.The designer of rewM,Iwilder or frarner Is responsible M <br /> assure that this wlculatlon is wmpatible with the overall project.Products manufaUured at Weyerhaeuser facilitles are thlyd-party certlfied to sustainable <br /> forestry standards.Weyerfiaeuser Engineered Lumber Products have been evaluated by ICC ES under technipl reporls ESR-1153 antl ESR-1387 and/or tested in <br /> aaordance with applicable nS�M standards. For currerrt code evaluaHon reports refer to I�ttp://www.woodbywy.com/servkes/s_CodeReports.aspu. <br /> The product applkadon,input design loads,dimensions and support information have been provided by Gom�ea;plan dabed 9/29/2016. <br /> Forte Software Operator Job Notes 10/20�2016 3:23:05 PM <br /> Jeffrey Doty,Design Supen.�isor Gonyea Homes-GHO660 Forte v5.1,Design Engine:V6.5.1.1 <br /> I Lyman lumber Company i 80 Lakavieov Parkway;Orona h1N 7Et0 Lakeview Parkway:Orono, MN.4te <br /> I (952i?70_4g66 Evenson Residence <br /> je�f doty'c�illym2Numher.-;om 10!20i2016�..�21554 <br /> Page 29 of 32 <br /> r <br />