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� � � MEMBER REPORT Basement, WindowHeaderin Ga e Room PASSED <br /> il� F O R T E p 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberSt and0 LSL <br /> Overall Length: 13'7" <br /> o —�- ----- —_._ .�_ ---- — -- � ___ _� _ a <br /> - � � - <br /> 4� 4� 4� <br /> � 0 � 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 nccua��a�ocabon auowea Res�it LDF L :Combination(Pattem)[Group] System:Wall <br /> Member Reaction(Ibs) 4092 @ 0 5709(1.50") Passed(72%) -- 1 D+OJS L+OJS S(Alt Spans)[1], MemberType:Header <br /> Shear(Ibs) 1264 @ 3'4" 10308 Passed(12%) 1.00 1 D+ 1.0 L(Adj Spans)[1] Building Use:Residential <br /> Moment(Ft-Ibs) -1793 @ 4'S 1/2" 15633 Passed(11%) 1.00 1 D+ 1.0 L(Adj Spans)[1] auilding Code:IBC <br /> I Live Load DeFl.(in) 0.010 @ 11'S" 0.149 Passed(L/999+) -- 1 D+1.0 L(Alt Spans)[1] Design Methodology:a5D <br /> Total Load Defl.(in) 0.014 @ 11'S 3/8" 0.223 Passed(L/999+) -- 1 D D+1.0 L(Alt Spans)[1) <br /> - _ — - _ <br /> • DeFlection criteria:LL(L/360)and TL(LJ240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7"o/c unless detailed otherwise.Pro r attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> ._.__ _____ <br /> ..... ___---- --- �------ <br /> 6earing � loads M Supports(Ib) <br /> Supports Totil Available Required Dead F�O°� Snow To�l Accessories <br /> Live <br /> ' 1-Trimmer-SPF 1.50" 150" L50" 1647 1851/-129 1409 4907/d29 None �� <br /> ���.2-Trimmer-SPF 8.00" 8.00" 295' 4611 5016 3791 13418 None '� <br /> 3-Trimmer-SPF 8.00" 8.00" 3.24" 5070 5016 4656 14742 None <br /> i 4-Tnmmer-SPF 1.50" 1.50" 150" 1175 1851/-129 805 3831/-129 None <br /> Tributary Dead Floor Live Snow <br /> Loads Location w�dtn �o.vo) (i.00) (x.is� co ments <br /> 1-Uniform(PSF) 0 to 13'7" 13' 15.0 40.0 - Re idential-Living Areas <br /> 2-Uniform(PLF) 0 to 13'7" N/A 50.0 - - <br /> 3-Point(Ib) 0 N/A 1187 805/-99 1409 Lin ed from:Window Header in <br /> Di tte Su rt 1 <br /> 4-Point pb) 4'4" N/A 3301 2181 3791 �n ed from:Window Header in <br /> Di tte Su rt 2 <br /> 5-Point(Ib) 9' N/A 3760 2181 4656 �n ed from:Window Header in <br /> Di tte Su rt 3 <br /> 6-Point pb) 13'7" N/A 715 SOS/-99 805 �n ced from:Window Header in <br /> Di ette Su�ort 4 <br /> Weyerhaeuser Notes (l�SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteri and published design values. l <br /> Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyer�aeuser litera re for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash 8locks)are not designed by this wRwar .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 rd,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser fatilities a third-party certified to sustainable <br /> forestry standards. <br /> The produd application,input design loads,dimensions and support information have been provided by FoRe Softwa e Operator <br /> ' Forte software o eretor dob Notes 9l16/2013 12:31:28 PM <br /> p <br /> '�.. Justin Spreitzer Gonyea Homes �.. <br /> Forte v4.1, Design Engine:V57.0.245 <br /> ', �yma� cr+osas ' GH0389(bayside meadows modeQ.4te <br /> ; (952)470-4817 Orono, MN � <br /> '� justin_spreitzer@lymanlumber.com Bayside Medows Model I P892 4 Of 22 <br /> I __ __.. _.._ _.._ ...... ....... ____. ..._. .._ .. � ....._.. <br />