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�1 F O R T E MEMBER REPORT Main Floor, Window Headerin Dining Room PASSED <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:4'4 112" <br /> 1 Y � P II� ` . � t (d, ��, <br /> t <br /> � .. �. . . . .. . . . <br /> + 1 + <br /> 0 0 <br /> 4, <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 /> -- ---- -- _.__--. —_ <br /> De51gn R25UIt5 Actual @ Location � Allowed Result LDF Load:Combination(PaKern) � System:wall <br /> �Member Reaction Qbs) 1591 @ 0 1913(1.50") Passed(83%) -- 1.0 D+ 1.0 S(All Spans) j MemberType:tieader <br /> �Shear(Ibs) 920 @ 10 3/4" 2872 Passed(32%) 1.15 1.0 D+ 1.0 S(All Spans) I Building Use:Residential <br /> Moment(Ft-Ibs) 1690 @ 2'1 1/2" 3946 Passed(43%) 1.15 1.0 D+ 1.0 5(All Spans) Building Code:IBC <br /> I Live Load Defl.(in) 0.011 @ 2'1 1/2" 0.142 Passed(L/999+) -- 1.0 D+ 1.0 S(All Spans) oesign Methodology:n5o <br /> �otal Load DeFl.(in) 0.020 @ 2'1 1/2" _ 0.213 Passed(L/999+) _ 1.0 D+ 1.0 S(All Spans) _ <br /> • Deflection criteria:LL(LJ360)and TL(L,/240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 4'4 1/2"o/c unless detailed othenvise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> II Bearing Loads to Supports(Ibs) <br /> $UpPOttS ToGI Available Required Dead F�O°� Snow Total Accessories <br /> Live <br /> 1-Trimmer-SPF 1.50" 150" 1.50" 735 85 855 1675 None <br /> I 2-Tnmmer-SPF 3.00" 3.00" L33" 1437 1147 906 3490 Nane <br /> I _ ._ _. _._... -- —._...---— -- - - - - -. . _. _ _._._ _ __ ._.. .. .----�—�-—-- <br /> � Tributary Dead Flaor Live Snow <br /> �Loads iowt�o� Width �o.eo� �i.00� �i.is� Comments <br /> �1-Uniform(PSF) 0 to 4'4 1/2" 1' 15.0 40.0 - Residential-Living Areas <br /> 2-Uniform(PLF) 0 to 4'4 1/2" N/A 80.0 - - <br /> 3-Uniform(PSF) 0 to 4'4 1/2" 11'6" 21.2 - 35.0 <br /> I 4-Point pb) 4'4 1/2" N/A 659 1057 - <br /> Weyerhaeuser Notes n�_F�.-,��� <br /> 1� <br /> I Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> I Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Acceswries(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soRware.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 record,builder or framer is responsible to <br /> I assure that this calculation is mmpatible with the overall project.Products manufactured at Weyerhaeuser facilitles are third-party certified to sustainable <br /> �forestry standards. <br /> �The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> �, Forte Soflware Operator ,lob Notes 8/16/2013 10:08:13 AM <br /> ��st��sPre��er Gonyea Homes Forte v4.1,Design Engine:V5.7.0245 <br /> , �yma�, 2325 Glendaie Cove Lane GH0402(2325 Glendale Cove Ln.).4te <br /> j (952)470-4817 Orono, MN <br /> i justin_spreitzer@lymanlumber.com Hoehn Resid. <br /> Page 8 of 17 <br />