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HALF FLFUAT10W OF TRUSS 5cALS 3/40 = !'-O'' 'L ou PRt, TvFr &Z, SPLIC61
LUMBER §PECIFICATIONS ;` .
TOP CHORD : SOT, CHORD : WEIS Boise Cascade �E� PROF �o
2x4 2 a :2x4 N0.2 7� ''O : --+ Nd• '-d : 4w4 ►10.2 2 nTLI C -APE S.Y.P. N�I�j Manufactured Housing/Eastern Division ENGI EER
.5-Y.P. 5.7• P• �� LUMBER 51ZE : COPYAIGHT O 1110
�} '=� 2-4 ,32'-Od: 2x•4 140.1 11 -. ".• 2x4 No.2 ��!: 2K4 00.1 2 x q. 1��' x 3V-2 � $OISE CASCADE CORPORATION, All RIGHTS XISERv10- �h
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10683
NERA NOTES Q MWM. to ?I DATE SPH .. C �►`��
CODE T.P-I. CONNECTION PLATE SAte RONEL BARBGRIP 3000 SERIES 10gauge(unless otherwise noted) galvanlied Q �o NONEL CONPON ATI0M�S DWB• N0. : 3ZI3 TON
steel as manulaclured by RONEL CORPORATION Plates to be installed on both I;ces of truss joints. Plates to be symmelrl- awe DESIGNED IN ACCORDANCE WITH M D D 41101
cal about joints unless otherwise shown. 00 not Install plates over knots,knotholes or dlstortorted grain. CSO
CONNECTIONS Safe working load 186 PSI. DESIGWAllowable working stresses have been-increased 25% for ux ,•,a F.M.A. a +101.1 A. 1/11, TRYSS CONNECTOR BOLLETIN NO.221.01 20 P5F Ll VF-LCA
SNORT 71 1E loading conditions.POSITION NAILS: 11; x 11 SCOTCH nail or equal where required-Where nails are not o aJP- '� DWG NO. Ip 4
requrred,members are to be held firmly In place until teeth are embedded in the wood. l-• "N "" '�"1/ 7 F - 4
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