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' <br /> Job Tn�ss Tn�a TYPB Qh' �Y MeU+O RBmOdelirlgr32Z0 BOhns Po6ttlM0ilLS <br /> � 88027R F0�1 SPECIAL 3 1 <br /> Jab R�e <br /> U�Farest P�oducb-Pimd 378.A�.RM158284 6200 s A�x28 2005 N6Tek Ir�s.h�c.Thu.�n 31 123038 2008 Page 1 <br /> -2-2-1 2d►14 ��I I <br /> ' 2-2-0 2-fr14 <br /> a� <br /> ' 4�� Y <br /> 3�c41�I I `� <br /> ' Z <br /> T1 <br /> 9- <br /> � � o <br /> 1 4 <br /> � <br /> � �4�ZO� <br /> 4.80� <br /> ' <br /> �?rA II�I I 2 2J 2d►14, <br /> � � <br /> ' 2 2-9 0�36 <br /> ���'� 8PACa1(i 2-0-0 CSI DEFL in (lac) Udefl Ud PLA7E3 GRIP <br /> TCLL 40•0 p�I� 1.15 TC 0.72 Vert(LL) -0.00 4-5 � 240 M1NI20 187/144 <br /> (RoofSnow--40.0) ���Incxease 1.15 BC 0.12 Vert(TL) -0.� 45 � 180 <br /> TCDL 10.0 Rep Stresa IrttT NO WB 0.� Ho2(TL) -0.00 4 Na Na <br /> ' BCLL 0.0 �Q IRC20�/ANSi85 (Metrbc) Weight 101b <br /> BCDL 10.0 <br /> LUNBER BRACING <br /> TOP CHORD 2 X 4 SPF No2 TOP CHORD Sh�U�ed or 2-514 x�uiins, �caep�er�d verEicals. <br /> BOT CHORD 2 X 4 SPF No2 BOT CHORD Rig[d oe�Tmg duec�r applied or 6-0-0 oc braang. <br /> ' WEBS 2 X 4 SPF No.3'ExcepY <br /> W2 2 X 4 SPF No2 <br /> ' REAC'�ONS Qb/size) 5=485/6-0-11�4=5/M�nical <br /> Mex Ho2 rr-53(load c�e 4) <br /> Mau UpGft5=110(I�d c�e 3),4=96(load c�8) <br /> N�c G�av5=485(load c�se 1),4-�5(l0��� <br /> FORCES (Ib)-Ma�dmum CompreasioNMeximum Ter�n <br /> ' TOP CHORD 2-5=392/103,1-2=O/�i,2-3c28/110,3�=88/14 <br /> BOT CHORD 4rr--153139 <br /> NOiES <br /> 1)W'uM:ASCE 7-OZ 90mph;h�55i�TCDL=S.OpsF BCDL=S.Opaf CaGegory II;Exp B;erniosed;MWFRS gab�e�td zone; <br /> ' cerriAever left arxi rigM�cpoaed:end vertical leR end right e�osed;Lumber DOL=1.00 pla�e grip�L=1.00. <br /> 2)TCLL:ASCE 7-02;PF-40.0 psf(flai roof snav);Ca�egory II;Exp B;PertiaQy E�.;Ct=1 <br /> s>rhis trugs t�been chedced tor unifarn�anr�aed onN,eac�pt as rroted. <br /> 4)This truss F�s b�destgned for gr�er oi min roof Ove laad of 18.4�f or 1.00 tirt�s flat roa►load of 40.0 psf�overt�ngs <br /> rrora�rtwrt�t wiih oUrer 6ve loads. <br /> , �This tr�s F�s be�desigrred for a 10.0 psf bottom dmrd Itve load rronoor�curr�t wilh arry otl��I'ive I�ds. <br /> 6)Refer bo girder(s)for truss to trusa cronrrecdons. <br /> �Beming ffi joirrt(s)5 correiders perallel to grabt value using ANSUfPI 1 angle to grain fomtula Bui�ing d�igner should verify <br /> capacity of bearmg surfaoe. <br /> e)Provide rc�nical conrreclion(by others)oFtr�s To bearfng ptate cepabte oFwi�ndhig 110 m upt'rtt at joint 5 artd 98 Ib <br /> ' uplift at joUrt 4. <br /> LOAD CASE(S) Standard <br /> ' <br /> ' <br /> , <br />