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T-BRACE AND L-BRACE MIl/SAC - 23 8/27/2004 PAGE 1 <br />. <br />MITek Industries, Inc. <br />Western Division <br />L-Brace or T-Brace <br />Size for One-Pty Truss <br />Nalling Pattern <br />L-Brace size.Nail Size Nail Spacing <br />lx4 or 6 1 Od (0.148X3")8" o.c. <br />2x4,6, or 8 16d(0.162><3 1/29 8" o.c. <br />Note: Nail along entire length of L-Brace or T-Brace <br />(On Two-Plies Nail to Both Plies) <br />Specified Continuous <br />Rows of Lateral Bracing <br />Web Size 1 2 <br />2x3 or 2x4 lx4 2x4 <br />2x6·lx6 2x6 <br />2x8 2x8 „* <br />DIRECT SUBSTITUnON NOT APLICABLE. <br />Nalls <br />Nalls <br />, Section Detail <br />Nalls <br />Web--1 <br />\\---- Web L-Brace At --.-- SPACING <br />T-Brace <br />WEB *\%T-Brace or 1-Brace <br />Size for Two-Ply Truss <br />Specified Continuous... - L-BRACE or T-BRACE Rows of Lateral Bracing <br />\\01 0\\4/-Web Size 1 2 (I-Brace) <br />2x3 or 2x4 2x4 ·2x4 <br />2x6 2(6 2x6 <br />2x8 2x8 2x8"dP/CIP7134« *xy- <br />Nalls-..10d (0.148*3") @ 9" o.c <br />11 g /6,9\.gk < NO. C074486 7\ EXP. 12-31-13 Web 1-Brace <br />MAR 1 4 2013 7 <br />Nalls Sectlon Detail. <br />Note: <br />1. L-Bracing or T-Bracing to be used when continuous lateral bracing is <br />impractical. L-brace must cover 90% of web length. <br />2. L-Brace or T-Brace must be same species grade (or better) as web member. <br />3. The Stabilizer or Eliminator of MiTek Ind, Inc. can replace the <br />bracing members. Please refer to engineering document <br />provided by MiTek Ind. Inc. <br /> WAR.laNG · Ver-Uk daign parunictors andREAD NOTES ONTEIS AND INCLUDED MOTEX REFERENCE PAGE MII·7473 BEFORE USE.De,lon vand lor use oftly wilh MITek conneclars. Thk deign 13 based only upon paramel eri shown, and 15 lor o n IndMdual building componenl .Appicoblity of design poramenters and proper Incorporollon 01 component Is responslblity 01 buliding dedgner - nal trus5 destgner. Bracing shownk torkilerolsupport ollne[Mdual web members only. Addillonallemporary bracing to *weitabmly durhg con,truction ts Ihe retpon,[bdly of Iheereclor. Addltional permanerl brocing of the overoD slruclure U the responsib[Bly 01 Ihe buMIng designer. For general guidance regardinglablicollon, qually conlrol storage. delvery, erection and bracing, consuu ANSI/Tpll Quattly Crtledo, OSB-89 and BCS{1 Building Component50!oly Inforrnation ovalloble fromlruss Plate Inalitule, 583 D'Onofro Cdve, Modison. Wl 53719. <br />1 7777 Gruenback Lane <br />I Suite 109 <br />CUrus Heights, CA, 9581 9V --17¢.11.1 e