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�) �O R T E MEMBER REPORT Main Floor,Dropped Beam @ StairWall FASSED <br /> 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand0 LSL <br /> Overall Length: 12' <br /> + + <br /> 0 0 <br /> � ; � <br /> � � <br /> - �,,6. — <br /> 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 /> Design Results Actual�Location nnowea aesu�t LDF Load:Combinadon{Pattem) System:Floor <br /> Member Reaction(Ibs) 6808 @ 1 1/2" 6694(3.00") Passed(102%) -- 1.0 D+ 1.0 L(All Spans) Member rype:orop Beam <br /> Shear(Ibs) 5366 @ 1'2 7/8" 12884 Passed(42%) 1.00 1.0 D+ 1.0 L(All Spans) suilding Use:Residentiai <br /> Moment(Ft-Ibs) 19083 @ 5'10 1/4" 23930 Passed(80%) 1.00 1.0 D+ 1.0 L(All Spans) auiiding Code:isC <br /> Live Load DeFl.(in) 0.328 @ 5'11 7/16" 0.392 Passed(L/430) -- 1.0 D+1.0 L(All Spans) oesign Methodology:ASD <br /> Total Load Defl.(in) 0.459 @ 5'11 7/16" 0.587 Passed(L/307) -- 1.0 D+1.0 L(AIl Spans) <br /> • DeFlection criteria:LL(L,/360)and TL(L/240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 11'2 5/16"o/c unless detailed othenvise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> Bearing Loads to Supports(Ibs) � <br /> ,$Upp01'tS Total Available Required Dead F�.°ry°er Total Accessories <br /> �1-Stud wall-SPF 3.00" 3.00" 3A5" 1942 4866 6808 Bloclting <br /> I 2-Stud wall-SPf 3.00" 3.00" 2.41" 1553 3831 5384 Blocking <br /> • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied ro the member being designed. � � <br /> --.. .. _.. __ ._ ._—. ._.. _.__. .—. . .. .. .._.—_.. <br /> —_ <br /> . Tributary Dead Floor Live <br /> Loads Location Width �o.9a� �i.00) Commentr <br /> 1-Uniform(PSF) 0 to 7'3" 20'9 1/2" 15.0 40.0 Residential-Living Areas <br /> '2-Uniform(PSF) 7'3"to 9' 22'8 3/16" 15.0 40.0 Residential-Living Areas <br /> 3-Uniform(PSF) 9'to 12' 9' 15.0 40.0 Residential-living Areas ��� <br /> Weyerhaeuser Notes ��E�a,n� <br /> Weyerhaeuser warrantr that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> �Weyerhaeuser ezpressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> �,(www.woodbywy.com)Accessories(Rim Board,Bbcking Panels and Squash Blocks)are not designed by this software.Use of[his 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 /> assure that[his calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities 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 SoHware operetor .lob Notes 8/16/2013 10:08:14 AM <br /> ��sc�r,sPre��er Gonyea Homes Forte v4.1,Design Engine:V5.7.0245 <br /> �; �yma� 2325 Glendale Cove Lane GH0402(2325 Glendale Cove Ln.).4te <br /> ; (952)470-4817 Orono. MN <br /> �I justin_spreitzer@lymanlumber.com Hoehn Resid. <br /> Page 10 of 17 <br />