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r <br /> ,lab Tn,sa Trusa Type Qty PN Meh�o Remo�ling/3?2D Bohr�POi�►UNIFULS <br /> ' 86p27)( R7,C2 SC13SpRS 1 1 <br /> .1�Ref�roe <br /> Uni�rsel Forest Producb-Plant 378,Mtr�e��MN 582B4 6200 s Apr 28 2005 NQTek IndusMes.Inc.Tue Feb Ob 13:18�.54 20�Pege 1 <br /> � �'� ' �-0 - i <br /> ' r <br /> 3�3-0 3-3-0 <br /> �=1:1 <br /> Bx8 AI�O= <br /> ' 2 <br /> ' 10.00� <br /> ' T1 T1 <br /> ' g <br /> 1 <br /> � I� <br /> ' � <br /> 3.9-0 8$0 <br /> ' 3-3-0 3�3-0 <br /> Plate Offsets 43-0 E e <br /> ����Nr'� SPACING 2-40 CSI DEFL in (loc) Udefi Ud PLAiES GRIP <br /> TCLL 40.0 p�lrnx�se 1.15 TC 0.04 Vert(LL) -0.� 7-2 � 240 MII� 249/1� <br /> ' (RoofSnav-�0.0) ��y�lna�e 1.15 BC 0.� Vert(fL) -0.UO 1-2 �999 1� <br /> TCDL 10.0 Rep Sbess Irxr ld0 WB 0.� Horz(TL) 0.00 Na Na <br /> Bcu. o.o code iRc2o�fwsiss (n�atrbc) w�nt zs m <br /> BCDL 10.0 <br /> LIiN�ER �AC.PIG <br /> , TOP CHORD 2 X 8 SYP DSS TOP CHORD Sheatlted w 8-0-0 oc purl'vis. <br /> BOT CHORD Rig�aeiTmg dire�y applied or 10-0-0 ce braang. <br /> REACTIONS (Iblsize) 1�i8070-38,3=460/a3-8 <br /> Max Horz 1=388(load case 1).3�3�(bad c�1) <br /> , Max UpliR1=31(load c�e�,3=31(load c�e� <br /> F�RCES (Ib)-Ma�dmum Compression/Ma�dmum Ter�fon <br /> TOP CHORD 1-2=558/50,2-3=-558/50 <br /> , N07ES <br /> 1)Wind:ASCE 7-0��mph;h=25f�TCDL�S.Opsf BCDL=5.�Category II:E�B:enclosed:MWFRS gable�d zone; <br /> canhlever left arui right��end vertical left end rigM eo�Osed�Lumber DOL=1.00 P�9�P DOL=1.Od. <br /> 2)TCLL ASCE 7-0x PF�0.0�f(flat roof snav)�CaDeB�Y��:�B:�Y�:Ct=1 <br /> 3)This truss h�been checked for uni(wm snow load only,exoept es nated. <br /> ' 4)Bearirtg at�ainqs)1.3 cor�siders parellel to grain vaiue uaing ANSUTPI 1 angle to grain firtnula. Bu�l�ing designer shoutd verify <br /> caparat�r of bearing surtac�e. <br /> 5)Provide rtrechanicel�nnecciion(by ofhers)of Vtiss to b�rirtg p6a0e capable of witltstanding 31 Ib uplift at�mnt 1 ar�d 31 Ib up6R <br /> at joint 3. <br /> e)Non S`�ndard bearing candHfon. Review requlred. <br /> , �Hangar(s)or ott�er canr�ffan device(s}sF�ll be provided suftiderrt m suppmt oor�trated load(s)300(b doum and 32 Ib up at <br /> 3-3-0 an top dmrd. Tha deafgNselection of such conr�cUon device(s)is Ute respw�sbflity of otlters. <br /> 8)In tlre LOAD CASE(S)se�an�loads applied to tt�fac�e of ttre bt�s ere rroted�front(�w badc(8). <br /> LOAD CASE(S) StandBrd <br /> 1)Srrow:Lumber Increas�1.15,Plate Irnxewe=1.15 <br /> ' Unifartn Loads(pi� <br /> V�t 1-2=100,2-3=100 <br /> Cor�nlreted Loads(Ib) <br /> vert r�oot� <br /> � <br /> ' <br /> � <br />