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% MEMBER REPORT Main Floor,Beam Butlers Pant PASSED <br /> %�F O R T E � 3 piece(s) 1 3/4"x 11 7/8" 1.55E TimberStrand0 LSL <br /> Overall Length: 11'3" <br /> =.�,r-> ,.:a;: �'s <br /> ..:--. „- � � . > <br /> 2, <br /> �• _ _ .,rz _,�,,.�,; �. ,.,t, .. ,..,.t: �...., ,g:.�,.,.�� ,.,,..� ..�..��:. .. <br /> + } <br /> 0 0 <br /> _ � <br /> � i <br /> � i <br /> ���6�� <br /> � � <br /> All loca[ions are measured from the outside face of left support(or left can[ilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> __ _— -- — — -- — —. . — _ <br /> j DQ51 n Results Actual @ Lacation Allooved Result LDF Load:Combination(Pattem) System:Floor <br /> Member Reaction Qbs) 7070 @ 3" 10041(4.50") Passed(70%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam <br /> Shear Qbs) 5355 @ 1'4 3/8" 12884 Passed(42%) 1.00 1.0 D+1.0 L(All Spans) suilding Use:aesidentiai <br /> Moment(Ft-Ibs) 18157 @ 5'7 1/2" 23930 Passed(76%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC <br /> Live Load DeFl.(in) 0.269 @ 5'7 1/2" 0.269 Passed(L/479) -- 1.0 D+1.0 L(All Spans) oesign Metl,odology:n5D <br /> j Total Load DeFl.(in) 0.376 @ 5'7 1/2" 0.538 Passed(L/343) -- 1.0 D+lA L(All Spans) ' <br /> • Deflecqon criteria:LL(LJ480)and TL(U240). � <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 11'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> � — -- - _.— —�--._—. . — — -------! <br /> . ...—...- Bearing ..—.. . I.oads to SuPpats(Ibs) I <br /> ��SUpP01't5 Total Available Required Dead FIO°r Total Accessories I <br /> Live <br /> � 1-Stud walt-SPF 450" 4.50" 3.17" Z008 5063 7071 Blocking <br /> I 2-Stud wall-SPF 4.50" 4.50" 3.03" 1924 4838 6762 Blocking J <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> �— ---..--- -- -- - � <br /> Tributary Dead Floor Live <br /> I Loads �ocar;on widm �0.90� ��.00� comments <br /> I 9-Uniform(PSF) 0 to i l' 22'6" 15.0 40.0 floor <br /> Weyerhaeuser Notes �SUSTAINABLE fORESTRY INITIATIVE <br /> I Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.wooAny.yyy,ro�.m1 Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.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 /> assure that this calculatlon is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> The product application,input design loads,dimensions and support informatlon have been provided by Forte Software Operator <br /> Forte Software Opereror dob Notes 7/10/2014 10:1221 AM <br /> Ryan Fritz Gonyea Homes <br /> Farte v4.6,Design Engine:V6.1.1.5 <br /> Lyman�umber company Miiler Residence 195 Kintyre Lane.4te <br /> (952)470-4803 �95 Kintyre Lane <br /> Ryan Fritz@Iymaniumber.com Orono.MN 7l9/2014 PBgB 34 Of 43 <br />