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�F 0 R T E � MEMBER REPORT Lower Level,Beam above srairs PASSED � <br /> 2 piece(s) 13/4" x 9 1/2" 1.55E TimberStrand0 LSL <br /> Overalt Length:T 9 12" <br /> + + <br /> 0 0 <br /> L T 3� ,� <br /> o a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> n'�118 ^^.,, .. Actwi��asu4n , itwaMea . :;�w�At'._ <br /> . ,iDF 401d:. . {Pa�q) System:Floor <br /> Member Reaction(Ibs) 2822 @ 3 1/2" 4725(1.50") Pa55ed(60%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush seam <br /> Shear(Ibs) 2160 @ 1'1" 6872 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) euilding Use:Residential <br /> Moment(Ft-Ibs) 4769 @ 3'8 3/4" 10422 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Building code:iBC <br /> Live Load DeFl.(in) 0.102 @ 3'115/16" 0.184 Passed(L/870) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load DeFl.(in) 0.142 @ 3'11 5/16" 0.369 Passed(U623) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(L/480)and TL(U240)• <br /> •&acing(Lu):All compression edges(top and bottom)must be braced at 7'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> �sari�g �w�I�osuppa�s:{Y�) <br /> � T�il �lwflab(e R�qu6ild' , �q1 . � Td� Aco�aoria <br /> 1-Hanger on 9 1/2"SPF beam 3.50" Harger� 1.50" 863 2199 3062 See r�e 1 <br /> 2-T�immer-SPF 3.00" 3.00" 1.50" 711 1789 2500 None <br /> •At harger supports,the T�al Bearing dimensan is equal to the width of the material that is supporting the hanger <br /> • 1 See Connector grid below for addidonal infortnation and/or requirements. <br /> Connector Si �on -Tie Connecbors '' <br /> �PPpt Model Sest Laqtll Top Na� Faoe N�k Member Nails; Acseao�ies <br /> 245DS self-drilling 16-SDS self-drilling <br /> 1-Face Mount Hanger MGU3.63(H1=9.25) 4.50" N/A wood screw 0.242 dia. wood screw 0.242 dia. <br /> x212" x212" <br /> 7►ibuary Dela f�oor LJve <br /> l:oads wa� wwu� (a9o) �Loo) comma�rs <br /> 1-Uniform(PSF) 0 to 7'9 1/2" 11' 15.0 40.0 Main level floor load <br /> 2-Uniform(PSF) 0 to 3'6" 4' 15.0 40.0 Stair load <br /> �W 8�115�'HO�S' .� � ���. (Z�SUSTAINABLE FORESTRY INITIATIVE <br /> l <br /> Weyerhaeuser warra�that tlie sizing of its products will be in aaordarxe with Weyertweuser product design criteria and published design values. <br /> Weyerhaeuser expressty disclalms any other warranties related to the software.Refer to curreM Weyerhaeuser literature for installatiai ddails. <br /> (www.woodbywy.com)Aaessaies(Rim Board,Blockirg Panels and Squash Blocks)are not desyr�ed by this software.Use of this soRware is not iMended to <br /> circumveM the need for a design professional as determined by the auttwrity having jurisdictlon.The designer of record,builder a framer is responsible to <br /> assure that this cakulation is compatible with the overall project.Products manufactured at Weyerhaeuser facilitles are thircl-party certifled M sustainable <br /> forestry sWndards. <br /> The product appliwtion,input design loads,dimensbns and wpport infortnation have been provided by Plan date:06/OS/2015 <br /> Farte sottware Operator Job Notes 8/6/2015 9:12:34 AM <br /> John Nelsen Advance Homes FOrt2 v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te <br /> � (ohn)ne10 n803 ExceisiorMN <br /> � C,m3r,r,mbEr.00m nzoszsos�os�zo�s Page 38 of 43 <br />