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� r O R T E . MEMBER REPORT Main Floor,Dropped Beam @ Mi dle Wall PASSED <br /> 3 piece(s) 1 3/4" x 11 7/8" 1.55E Timber trand0 LSL <br /> Overall Length:25'3 1/4" <br /> + I�I + <br /> o -- o <br /> �� <br /> �� <br /> 13' 11,4• . <br /> 0 � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual <br /> __ <br /> Design Results nctuai�a�ocadon nnowed Resuic LDF L :Combination(Pattem) I System:Floor <br /> Member Readion Qbs) 16998 @ 13'S 5/8" 24806(5.25") Passed(69%) — 1 0 D+ 1.0 L(All Spans) Member Type:Drop Beam <br /> Shear(Ibs) 7778 @ 12'3 1/8" 12884 Passed(60%) 1.00 1 0 D+ 1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) -21524 @ 13'S 5/8" 23930 Passed(90%) 1.00 1 0 D+ 1.0 L(All Spans) Building Code:IBC <br /> j Live Load DeFl.(in) 0.389 @ 6'4 15/16" 0.445 Passed(L/412) -- 1 0 D+ 1.0 L(Alt Spans) Design Methodology:ASD <br /> Total Load DeFl.(in) 0.505 @ 6'3 13/16" 0.667 Passed(L/317) -- 1 0 D+ 1.0 L(Alt Spans) <br /> • DeFlection criteria:LL(LJ360)and TL(LJ240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'4 3/16"o/c unless detailed othenvise. roper attachment and posRioning of lateral <br /> bracing is required to achieve member stability. <br /> r _._ ._------ ._... __.. <br /> - <br /> ��, Bearing Loads to Supports(Ibs) <br /> i$Upp01't5 Total Available Required Dead F��� Total Accessories <br /> Live <br /> 1-Trimmer-SPF 3.00" 3.00" 1J1" ll27 4763/-435 6490/-435 None <br /> 2-Column-PSL 5.25" 5.25" 3.60" 4858 12140 16998 Bloclting <br /> �3-Tnmmer-SPF 3.00" 3.00" 1.50" 1207 3816/-819 5023/-81 None <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the mem r being designed. <br /> __ . __ .__.__.. .__. <br /> Tributary Dead Floor Live� � <br /> Loads Lxabon Width (0.90) (1.00) Comments <br /> �1-Uniform(PSF) 0 to 13' 20'1 15/16" li0 40.0 Residential-Living reas <br /> 2-Uniform(PSF) 13'to 17' 18'11" 15.0 40.0 Residential-Living reas <br /> 3-Uniform(PSF) ll'to 25'3 1/4" 18' 15.0 40.0 Residential-Living reas � <br /> Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATNE <br /> Weyerhaeuser warrants that the sizing of its productr will be in accordance with Weyerhaeuser product design criteri and published design values. 1 <br /> Weyerhaeuser expressly dixlaims any other warranties related to the soRware.Refer to current Weyerhaeuser litera re for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar.Use of this software is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec d,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilitles a third-party certified to sustainable <br /> forestry standards. <br /> The produd application,input design Iwds,dimensions and support information have been provided by Forte Softwa Operator <br /> ' Porte sottware operator dob Notes 9/16/2013 12:31:31 PM <br /> '�, Justin Spreitzer Gonyea Homes � <br /> Forte v4.1,Design Engine:V5J.0.245 <br /> ' �yma� �Ho389 ' GH0389(bayside meadows model).4te <br /> I (952)470-4817 Orono, MN '�,, <br /> '�,; justin_sprei�zer@lymanlumber.com Bayside Medows Model 'i Page 12 of 22 <br />