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I � <br /> ii/1'�O R T E MEMBER REPORT Basement, WindowHeaderin Th aterRoom PASSED <br /> 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberSt and0 LSL <br /> Overall Length: 13'7" <br /> o —1 __- - _ � _- ----- ------ _� _ _ o <br /> �°'s. <br /> 4� 4� • 4� <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 /> — _._.___ <br /> Design Results nccuai�a�ocato� nnowea Resuit LDF � :comn�nabon�Pattem���rouP� ' system:wan <br /> Member Reaction Qbs) 4511 @ 13'7" 5709(1.50") Passed(79%) - 1. D+OJS L+OJS S(Alt Spans)[1] Member7ype:Header <br /> Shear(Ibs) 996 @ 3'4" 10308 Passed(10%) 1.00 1. D+ 1.0 L(Adj Spans)[1] Building Use:Residentiai <br /> Moment(Ft-Ibs) -1410 @ 4'S 1/2" 15633 Passed(9%) 1.00 1. D+1.0 L(Adj Spans)[1] i Building Code:IBC <br /> Live Load DeFl.(in) 0.008 @ 2'2" 0.149 Passed(L/999+) -- 1. D+1.0 L(Alt Spans)[1] �esign Methodology:ASD <br /> Total Load Defl.(in) 0.011 @ 2'1 9/16" 0.223 Passed(L/999+) -- 1. D+ 1.0 L(Alt Spans)(1] <br /> • DeFlection criteria:LL(LJ360)and TL(U240)• <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7"o/c unless detailed othenvise.Pro attachment and posRioning of lateral <br /> bracing is required to achieve member stability. <br /> . __.___ -- -----. ___. ..__ <br /> -- ______ <br /> Bearing Loads to Supports(Ib) <br /> Supports Total Available Required Dead F��� Snow Total Accessories <br /> Live <br /> ' 1-Trimmer-SPF 1.50" L50" L50" 1391 1610/-99 1131 4132/-99 None <br /> �'2-Trimmer-SPF 8.00" 8.00" 2.90" 4638 4362 4165 13165 None <br /> 3-Tnmmer-SPF 8.00" 8.00" 2.08" 3075 4362 2085 9522 None <br /> 4-Tnmmer-SPF 1.50" L50" 1.50" 1837 1610/-99 1955 5402/-99 None <br /> Tributary Dead Floar Live Snow � <br /> Loads �ocanon widrn �0.90) (i.00) (i.is� c �,eots <br /> �1-Uniform(PSF) 0 to 13'7" 10' 15.0 40.0 - Re dential-Living Areas '� <br /> 2-Uniform(PLF) 0 to 13'7" N/A 50.0 - - � <br /> I 3-Point Qb) 0 N/A 1011 SOS/-99 1131 �n from:Window Header in <br /> Gre t Room Su rt 1 <br /> 4-Point Qb) 4'4" N/A 3554 2181 4165 �n from:Window Header in <br /> Gre t Room Su rt 2 <br /> 5-Point(Ib) 9' N/A 1991 2181 2085 Lin from:Window Header in <br /> Gr t Room Su rt 3 <br /> 6-Point pb) 13'7" N/A 1457 805/-99 1955 �nl�ed from:Window Header in <br /> � Gre t Room Su ort 4 <br /> Weyerhaeuser Notes (Z�SUSTAINABtE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its 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 Weyerhaeuser literat re for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar.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 d,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to susminable <br /> forestry standards. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Softwa Operator <br /> ': Forte Sottware operator dob 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 /> I (952)470-4817 Orono, MN <br /> '�,, justin_spreitzer@lymanlumber.wm Bayside Medows Model ' PBge 3 Of 22 <br />