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, <br /> J� Tnffis Truss Type Qly Ply Mlelnp Rempdeling/322a BOhr�POhItlMHfLS <br /> , 8B027R R6B SPECIAL 1 1 <br /> .bD Referer�e <br /> lhd�Fa�est Pro�-Plent 379.M�.MN 58264 8.2f10 s Apr 28 2005 NRTek It�6es.U�c.71w.I�31 09:13.U5 2008 Page 1 <br /> 1-11-0 7811 712-03 , 13-5-3 , 17d►13 21�-7 , <br /> ' I� � <br /> 1-11-1 67-10 3�-2 2 2�8 40-9 4310 <br /> Sca�=1• <br /> ' �� 6r14 i�20= <br /> 10A0� 6 ' <br /> 6 <br /> ' Bx12 M020= Bx6 N�20= <br /> 8.14 12 3 � 4 <br /> 1AIb ��� <br /> ' � � 7 <br /> � Ir <br /> ' Z aL a � <br /> � � ��_ pl� <br /> 13 12 11 10 9 8 <br /> Dc4 N020 I I 3x8 A�=�AIffi0= �c4 A�= 3x4�I I <br /> �c4 N�2D= <br /> ' <br /> , 1-11-0 7�611 11,2-03 13d3 17dr13 27�-7 <br /> i <br /> , �-��-� �.�-�o sa2 a z� a�ae a�-�o <br /> P�o� :as-o a2-s 5:0-4-1 E 0 s:a'-0 a2.a <br /> LOADING(pst) gpACWG 2-0-0 CSI DEFl. in <br /> TCLL 4U.0 P�Inc�ase 1.15 TC 0.77 V �, � � �� G� <br /> (RooPSrrow--�0.0) ��y��lrnxe�e 1.15 BC 0.98 Ve�R) -0.35 2-13 >� �� �� 197/144 <br /> ' TCDL 10.0 Rep Streas Irxr YES WB 0.53 Horz(R) 0.10 7 n/a Ma <br /> BCLL 0.0 � IRCZ000/ANSI95 <br /> BCDL 10.0 �� Weight 101 Ib <br /> LUIY�ER BRACa1G <br /> ' TOP CHORD 2 X 4 SPF No2•Exoept TOP CHORD Sh�or 31 7 oc ptuGrts, exae�t�d vertkals. <br /> T1 2 X 8 SYP DSS BOT CHORD Rigid aei6rtg d'vectly appl�d or 10-0-0 oc bracing. <br /> BOT CHORD 2 X 4 SPF No.2 <br /> dVEBS 2 X 4 SPF Na3 <br /> , REAC7iOW3 (Ib/s¢e) 1=1274/0-3-8�7=1272/Q-3-8 <br /> Ma�c Fiaz 1=139(load case 4) <br /> Mmc UpGit1=82(laad ca�3),7=-48(load c�se 3) <br /> ' F�CE3 (Ib)-Ma�dmum CompressioNMa�drrwm Terreron <br /> TOP CHORD 1-r-388/48,23�-28�/182,3-4=2546/183,45�-1847/124,5-�1454/95,�7=1�/84,7-�0/80 <br /> BOT CHORD 2-1�1452482,12-1�-143P2491,11-12=127/2549,1Q11=127P2549,�1�954,&�D/130 <br /> WEBS 3-13=0/234,372�/86,412---48/50,41�1878�9,510=37/T/B,8-1Q--89/752,��780�1,7-�-77J868 <br /> , N07ES <br /> 1)Wutd:ASCE 7-OZ�mph;h�25fk TCDL=5.Op�BCDL=5.OpsF,Category II;Exp B;endosed;MVNFRS gah�e end zor�; <br /> can67ever left and rigM�;�v�l left end right expoaed:Lumber DOL=1.00 p�te gdp DOL=1.�. <br /> 2)TCLL'ASCE 7-Ox PP--40.0 P����);��Y����B�P��Y�:Ct=1 <br /> 3)Ttris tn�s F�as be�dredced for uniform srrow load only�except es rtoted. <br /> ' 4)Prov�de�equate drahmge to prevent vveter ponding. <br /> �This truss 1�been designed fw a 10.o psf bottcm chord Ii�re loed rronconaurent with any other live loa�. <br /> 8)Bearing at j�nt(s)1.7 mnsid�s para�el to grain value�ing ANSI/TPI 1 angle Uo giain formLta Bu�dmg d�igrrer shaitd verify <br /> c�p�ly of be�ring siafeoe. <br /> �Provirle rrrecFtanical c�nnec�n(by ottrers)of Wsa Uo bearing�ate capable of wi�nd6tg 82 ib uplift at jomt 1 and 46 ib upGft <br /> et joint 7. <br /> ' B)Gap beMreen ir�ie of top dmrti bearing ar�flrst dia�nel or v�dcai wreb sFeaA rrot�coeed 0.500m. <br /> LOAD CA�(S) S�nda�d <br /> 1 <br /> ' <br /> ' <br />