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�� MEMBER REPORT Main Floor, Window Header in Gr at Room PASSED <br /> ;�1'F 0 R T E � 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberS and0 LSL <br /> Overall Length: 13'7" <br /> a�,� � <br /> o ____ __T � � - o <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 /> Design Results nccuai�a�oration anowea Resuit LDF L :Combination(Pattem) System:Wall <br /> Member Reaction Qbs) 3526 @ 13'7" 3806(1.50") Passed(93%) -- 1 0 D+OJS L+OJS S(Alt Spans) Nlember Type:Header <br /> Shear(Ibs) 2871 @ 5'7" 7902 Passed(36%) 1.15 1 0 D+OJS L+OJS S(Adj Spans) Building Use:Residential <br /> Moment(Ft-Ibs) -3642 @ 4'S 1/2" 11985 Passed(30%) 1.15 1 0 D+0.75 L+0.75 S(Adj Spans) Building Code:IBC <br /> Live Load DeFl.(in) 0.026 @ 6'6" 0.156 Passed(L/999+) -- 1 0 D+0.75 L+0.75 S(Alt Spans) Design Methodology:A5D <br /> Total Load Defl.(in) 0.041 @ 6'6" 0.233 Passed(L/999+) -- 1 0 D+0.75 L+0.75 S(Alt Spans) <br /> • DeFlection criteria:LL(LJ360)and TL(L!240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7"o/c unless detailed otherwise.Prop r attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> Bearing Loads to Supports(Ib) <br /> Supports Total Available Required Dead F1O°� Snow Total Acccssories <br /> Live <br /> 1-Trimmer-SPF 1.50" 1.50" L50" 1011 805/-99 1131 2947/-99 None <br /> 2-Trimmer-SPF 8.00" 8.00" 3.28" 3554 2181 4165 9900 None <br /> 3-Trimmer-SPF 8.00" 8.00" 2.05" 1991 2181 2085 6257 None <br /> 4-Tnmmer-SPF 1.50" 1.50" 1.50" 1457 805/-99 1955 4217/-99 None <br /> Tributary Dead Floor Live Snow <br /> Loads �«ason w�dtn �0.90) (i.00) (i.is) c meou <br /> ���.1-Uniform(PSF) 0 to 13'7" 10' 15.0 40.0 - Re identlal-Living Areas <br /> 2-Uniform(PLF) 0 to 6'6" N/A 80.0 - - <br /> 3-Uniform(PLF) 12'6"to 13'7" N/A 50.0 - - <br /> 4-Uniform(PSF) 0 to 6'6" 18' 203 - 35.0 <br /> 5-Uniform(PSF) 12'6"to 13'7" 18' 20.3 - 35.0 <br /> 6-Point(Ib) 6'6" N/A 1225 - 2048 �n ed from:Window Header in <br /> room#2 Su rt 1 <br /> 7-Point(Ib) 12'6" N/A 1225 - 2048 <br /> Lin ed from:Window Header in <br /> room#2 Su rt 2 <br /> �Weyerhaeuser Notes (2�SUSTAINABIE FORESTRY INITWTIVE <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 disclaims any other warranties related to the software.Refer to current Weyerhaeuser litera re for installation details. <br /> (www.woodbywy.com)Accessories(Wm Board,Blocking Panels and Squash Blocks)are not designed by this softwar .Use of this soRware is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdictlon.The designer of rec rd,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 sustainable <br /> forestry standards. <br /> The produd application,input design loads,dimensions and support information have been provided by Forte Softwa e Operetor <br /> I Forte Sottware Operator dob Notes 9/16/2013 12:31:31 PM <br /> '�.. Justin Spreitzer Gonyea Homes , <br /> Forte v4.1,Design Engine:V5.7.0245 <br /> ; �yma� cHosas ' GH0389(bayside meadows model).4te <br /> '�,, (952)470-4817 Orono, MN <br /> '��, justin_spreitzer@lymanlumber.com Bayside Medows Model Page 14 of 22 <br />