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FII EKY y Emco W W nyLLdl Eo.o W.or E e �QQOS aOp 000W O OOM 9 N � -E a W o� O ti wand a mm� d oa9a N T O W N L�aaW m L tl LON^ Ip _d 1l T O W IE 9n � IL U^� OK nvriaQ W J N N W 10 C W W E W$u 03 z,n `p yaa�v U o.m & c >•� 2 I'+ a W a r �JE n.ON;a'F opW $'a yap V y ap N o nEYo p oca7o om nn U �occ?o WW 1-v"8.O old a Y' L W N �i a dl 01 N O 2 C O � r j ^W O C G y O ? c y0 nW rnmv�aa b'N oa2sm'dy m x.yYa OO �Q W 8i i W rn m W m y U V O W OI W CW'I � L Q Qx`oW'n�r0 W% N a V W p> ; § \ QRm$2 | �/m k;n:: \2 ■ E4) \ �] \ QRm$2 | �/m k;n:: \2 ■ E4) Symbols Numbering System Q General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 'Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are onsari roti -i Dimensions are in it -in -sixteenths. 6-4-8 dimensions shown inff-in-sixteenths Damage or Personal Injury Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSII . X716, 2. Never exceed the design loading shown and never 1 2 3 TOP CHORDS stack materials on inadequately braced trusses. C1 cxa 3. Provide copies of this truss design to the building 4 designer, erection supervisor, property owner and 0 WEBS ca all other interested parties. For 4 x 2 orientation, locate W a 5 A 0 Ox ° a ++'' ; O 4. Cut members to bear tightly against each other. plates 0-'4a from outside edge of truss. a '� e ° 5. Place plates on each face of truss of each oa cacs-a O joint and embed full Knots and wane at joint locations are regulated d b ANSI/TPII. g Y BOTTOM CHORDSS •This symbol indicates the required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitablyprotected from environment connector plates. the in accord with ANSIII. `Plate location details available In MiTek 20/20 7. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 19% at time of fabrication. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. The first dimension is she width CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structural consideration and is the 4 x 4 perpendicular to slots. Second responsibility of truss fabricator. General practice is to dimension is the length parallel c amber for dead load deflection. to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 11. Lumber used shall of the species and and in all respects, equalal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at BEARING SBCCI 9667, 9730, 96048, 9511, 9432A spacing shown on design. Indicates location where bearings (supports) occur. Icons vary but r reaction section indicates joint 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. a number where bearings occur. 15. Do not cut or alter truss member or plate without prior Nil approval of a professional engineer. Industry Standards: 16. Install and load vertically unless indicated otherwise. ANSI/TPII: National Design Specification for Metal MiTek® Plate Connected Wood Truss Construction. DSS -89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 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