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� F O R T E . MEMBER REPORT Basement,Dropped Beam @ Mi le Bearing Wall PASSED <br /> 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberS and0 LSL <br /> Overall Length: 12'3 3/4" <br /> + � I + <br /> � Y o <br /> � �; <br /> 1 II <br /> ?t:2 <br /> 4�3. 6�9 <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 /> Design Results Actual @ Location nuowed Res��t LDF L :Combinadon(Pattern)[Group] System:Floor <br /> Member Reaction Qbs) 19158 @ 3 3/4" 19983(5.25") Passed(96%) -- 1 0 D+ 1.0 L(Alt Spans)[1] Member Type:Drop eeam <br /> Shear(Ibs) 3239 @ 5'11" 10308 Passed(31%) 1.00 1 0 D+ 1.0 L(All Spans)[1] Building Use:Residential <br /> Moment(Ft-Ibs) -4882 @ 4'10 7/8" 15633 Passed(31%) 1.00 1 0 D+1.0 L(All Spans)[1] euilding Code:isC <br /> Live Load Defl.(in) 0.059 @ 8'8 3/16" 0.236 Passed(L/999+) -- 1 D+ 1.0 L(Alt Spans)[1] Design Methodology:a5� <br /> Total Load DeFl.(in) 0.079 @ 8'8 1/2" 0.355 Passed(L/999+) -- 1 0 D+ 1.0 L(Alt Spans)[1] <br /> • DeFlection criteria:LL(L/360)and TL(LJ240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 12'3 3/4"o/c unless detailed otherwise.F oper attachment and posRioning of lateral <br /> bracing is required to achieve member stability. <br /> -----___ ___-—. _.. __.__---- .._. _. <br /> �i Bearing Loads M Supports(Ibs) <br /> �'�$UPP�� Total Available Required Dead Floor Total Accessories <br /> ,_ Live <br /> i <br /> 1-Column-SPF 5.25" 5.25' S.03" 5301 13598� 19157/-59� Blocking <br /> �2-Column-SPF 5.25" 515' 2.00" 2166 5461 7627 Blocking <br /> 3-Column-SPP 5.25" 5.25" 4.17" 4277 11105/ 15867/-10 None <br /> •8loclting Panels are assumed to carry no loads applied directly above them and the full load is applied to the memb r being designed. <br /> -------.. ._.._.___. <br /> ___ _.. _ ... .. ..... ....._----- � - <br /> Tributary Dead Floor live <br /> ;Loads �owr;o� w�dcn �0.90� �i.00) Comments <br /> 1-Uniform(PSF) 0 to 12'3 3/4" 18' 15.0 40.0 Residential-Living reas <br /> 2-Point Qb) 0 N/A 4858 12140 " <br /> 3-Point pb) 12'3" N/A 2163 5383 �nked from:Flush m@ Middle <br /> Wall Su rt 1 <br /> �.4-Point Qb) 12'3" N/A 1207 3816/-819 �nked from:Drop 8eam @ � <br /> Middle Wall Su 3 <br /> Weyerhaeuser Notes �SUSTAINABLE FORESTRY INITIATIVE <br /> �'�,Weyerhaeuser warrants that the sizing of itr products will be in aaordance with Weyerhaeuser product design criteri and published design values. <br /> ��Weyerhaeuser eupressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literat re for installatlon details. <br /> I(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash 8locks)are not designed by this softwar.Use of this wftware 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 /> j assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilides a third-party certified to sustainable <br /> j forestry standards. <br /> The produd application,input design loads,dimensions and support information have been provided by Forte Softwa Operator <br /> I Forte sottware operetor �ob Notes � 9/16/2013 12:3128 PM <br /> '�: Justin Spreitzer Gonyea Homes <br /> Forte v4.1,Design Engine:V5.7.0.245 <br /> �yma� GH0389 GH0389(bayside meadows modeQ.4te <br /> _ (952)470-48V Orono, MN <br /> _ justin_spreitzer@lymanlumber.wm Bayside Medows Model �i, Page 2 Of 22 <br /> I � <br />