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1 <br /> .bb Tn�ss Tn�ssTYDe 4h� Pb MBbnD Remodelblgl3710 Bohns PoirNMHA S <br /> ' 8�27JC R7f31 Sq39iOR3 1 <br /> Z Jab R�'�roe <br /> Urdverael Faest Roducls-P�nt 379.Mhmeote,MN 58284 8.20D s Apr 28 2005 N6fek Indu�,lnc,Tue Feb 05131�54�Pege 1 <br /> � 330 � 680 � <br /> ' 33�0 33� <br /> 8z8 Nm20= Sca�=1:1 <br /> ' z <br /> ' 10.00� <br /> ' T1 T1 <br /> 1 s <br /> 1 <br /> ' � 1� <br /> 330 8$0 <br /> ' 3 7�0 3-3�0 <br /> Plate Oftseffi : 2430 Ed <br /> LOAD�VG(ps� gpAC(NG 2�0 CSI D�L in poc) I/de8 Ud PLAiES GRIP <br /> TCLL 40.0 P���.�� �,15 TC 0.02 V�t(LL) -0.� 2 � 240 MIY20 249h� <br /> ' (Roo►Snanr�0.0) �Ir� 1.15 BC 0.� Vert(fL} -0.01 2 � 1� <br /> TCDL 10.0 Rep Stress I�x NO WB 0.� Horz(TL) 0.� Na n/a <br /> BCLL 0.0 � IRC2000lANSi95 (Matrbc) yyeight 5g ib <br /> BCDL 10.0 <br /> LUIYB02 BRACWG <br /> ' TOP CHORD 2 X 8 SYP DSS TOP CHORD &h�hed ar 640 oc piui'ms. <br /> BOT CHORD Rigfd oeifmg dtrectly appl'�d or 10-0-0 oc braang. <br /> REACliON3 (Ib/size) 1=1998/0.9-8,3=1988/43-8 <br /> , Mmc Haz 1=7211(load c�se 1),3=7219(load c�se 1) <br /> Max UpGR1=182(b�case 4),�182(bad c�e 3) <br /> FORCES (m)-Ma�dmum Compressian/Ma�dmum Ter�n <br /> TOP CHORD 1-2=2958/305,2-3=2858P305 <br /> ' NOTES <br /> 1)Har�ger(s}or oUrer cortr�ctian device(s)shall be provided suffident to support concenbated load(s)3375 Ib down artd 358 Ib up <br /> at 3-3-0 on top chord. Ths destgNselediai of�di cortrtectlon device(s)ts the reapor�ibiGiy oF oU�s. <br /> 2)2-ply tr�s tn be connected togett�er witl�0.131'k3"Plef�as foqwMs: <br /> r�a,or�ds�or,n�xea ss roi�s:z x e-a��c a�-o o�. <br /> ' Hanger(s)or oVier conrrecGon de�rice(s)sF�ll be provided sufficf�t to support oot�entrated laad(s)3375 m down arM 359 m up <br /> et 3-3-0 on Uop chord. The deaigNselectlon of such connectlon devke(s)is the respor��biGty of otl�ers. <br /> 3)All laeds are cor�idered equally applied to eU pAes�except if noUed�irorrt(�or badc(B)fa�in the LOAD CASE(S)secfion. <br /> Ply Uo pty can�ectim�s have been provided Uo distribute only loa�noffid m4(F�or(B).unteas oC�erniae indicated. <br /> 4)Wmd:ASCE 7-0��mph;h=25f�TCDL=5.Opsf;BCDL=S.Opsf CaGegory II;F�cp B;endo�d;MV4FRS gab�e end mr�; <br /> ' cenh7ever left a►M d9M w�d:ertd vertical left ertd right exposed;Lumber DOL=1.00 p�te grip DOL=1.00. <br /> �TCLL•ASCE 7-02;PF--40.0 P�����Y C�B�'Y����B�P��Y�P•:Ct=1 <br /> 6)This tr�s t�been chedced for unitortn enaw load onN,e�a�ept�rtcted. <br /> ���9�1�(s)1.3 consfd�s para�el to grain velue using ANSUfPI 1 angle to gra6i fom�ula BuBding d�igner shatid veriry <br /> cePacitY of bearit�9 s�u/ace. <br /> 8)Provide med�n�al connectlon(by others)of truss to bearin9 P��P��e of wiU�rxf'mg 182 fb upGft at joint 1 and 182 Ib <br /> ' uplift at jaint 3. <br /> 8)Non Stan�rd b�earing crondition. Review required. <br /> 10)Hanger�s)or olt��nedion device(s)shaA be provided suftiderrt to aupport conc�en6ated laad(s)3375 fb dam mtd 359 m <br /> up at 33-0 on top dmrd. The desigNael�fion of such connecUon devioe(s)�tlie r�'ba7ily of otheTs. <br /> ' LOAD CASE(s1 smnda�d <br /> 1)Sr�v:Lumber Incxease31.15,Ple�e Irxxeas�1.15 <br /> Unifortn L�ds(p� <br /> Vert 1-2=100,2-3�100 <br /> ' Corrtinued w� 2 <br /> ' <br />