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` ,, ,�_�r O D � � a - Main Level,Flush Beam over Hallway(H) PASSED <br /> '" r '� 2 piece(s) 1 3/4"x 9 1/2" 1.55E TimberStrandp LSL <br /> Overali Length:7' <br /> + + <br /> � o 0 <br /> z <br /> n <br /> � �� <br /> a � <br /> All locations are measured from the outside face of ieft support(or leR cantilever end).All dimensions are horizontai.;Drawing is Conceptual <br /> De51 n Results Aclual O Locallon Allowed Resuk LDF Load:Combination(Pattam) System:Roor <br /> Member Reaction(Ibs) 4115�6'10 1/2" 7613(3.00") Passed(54�/0) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam <br /> Shear(Ibs) 2884 @ 1'1/2" 6872 Passed(42%) 1.00 1.0 D+1.0 L(Ail Spans) euilding Use:Residentlal <br /> Moment(Ft-Ibs) 6595 @ 3'6 3/16" 10422 Passed(63%) 1.00 1.0 D+1.0 L(All Spans) &tllding Code:IBC 2012 <br /> Live load Defl.(in) 0.122 C 3'6 1/16" 0.169 Passed(U�6) -- 1.0 D+1.0 L(All Spans) Des�gn Merhodology:aso <br /> Total Load Defl.(in) 0.169 @ 3'6 1/16" 0.338 Passed(L/480) -- 1.0 D+1.0 L(All Spans) <br /> • Deflection viteria:LL(L/480)and TL(L/240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'o/c unless detailed otherwise.Praper a�ment and positlorni�ng of iat�al badng is <br /> required to achfEwe member staWlity. <br /> -- --- __:_-�esrina :_ _l:Qad�.sos.upuo�tsfms) _ : - _ <br /> SUPP�� Total Available ReqUtrld DeaA � Totai Aoanssorles <br /> 1-himmer-SPF 3.00" 3.00" 1.51" 1069 2754 3623 None <br /> 2-Trimmer-SPF 3.00" 3.00" 1.62" 1149 2966 4115 None <br /> Tributary Dead Floor Lhre <br /> LOddS Lootion(SWe) WWth (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 0 to T N/A 10.4 <br /> 7-Unffortn(PSF) 0 W 1'(FroM) 16' 15.0 40.0 Fbor-Upper Level <br /> 2-Unifortn(PSF) 1'to 6'(Front) 21' 15.0 40.0 Flaor-Upper Level <br /> 3-Unifortn(PSF) 6'to 7'(FroM) 22' 15.0 40.0 floor-Upper Level <br /> YVeyerhaeuser Notes <br /> �susraiNns�r�oaEsrnv iNrrwnve <br /> Weyertiaeuser warrards that the sizing of Its products wlll be in aawdance with Weyert�aeuser product design cri6eria and pud(shed design values. <br /> Weyerhaeuser e�ressly disdaims any odier warranUes related to the software.Refer to curreM Weyerhaeuser literature for installallon d�ils. <br /> (www.woodbywy.com)Aaessories(Rim BoaM,Bbcldng Panels and Squash Bbcks)are not de5igned by thls software.Use of this soRware Is not intended to <br /> circumveM tlie need far a design professional as detert�uned by the authority haviry iurisdictbn.The deslgner of record,buildei or frarner is responsble to <br /> aswre that this okuWtla�is canpadble with fhe overall pro�ect.Products manufactured at Weyerhaeuser fadlitles are third-party certlfied to sus�lnade <br /> forestry standards.Weyerhaeuser Engl�Lumber Products have been evaluated by ICC ES under technkal reports ESR-1153 and ESR-1387 and/w tested in <br /> aaordance with applioble ASTM standards. For curreM code evaluadon reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. <br /> The product applkatlon,inqrt design loads,dirtiensbns and wpport infomwtlon have been provided by Gonyea;plan dated 9J29/2016. <br /> Forte Software Operator Job Notes 10/20/2016 3:23:05 PM <br /> Jaffrey Oory,Design Supen�isor Gonyea Homes-3H06S0 Forte v5.1,Design Engine:V6.5.1.1 <br /> Lyman Lumber Company 780 Lake�viaw Pzrkavay:Oronu,PAN . 78O LBk2VlBW P�fRWBy;Orono, MN.4te <br /> ��;552)470-48b'6 Evenson Rasidence <br /> jaff.doty@tymanlumbar.�.;om 1p12012096:ik2�1554 ��C�2 1 S Of 32 <br />