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"L" BRACING REQUIREMENTS <br />STUD <br />NO <br />(1) 2' X 4" <br />(2) 2" X 4" <br />(2) 2" X f" <br />SPACING <br />"L" BRACING <br />"L•' BRACING <br />"L" BRACING <br />"L" BRACING <br />16" <br />1)'-Q"-4'-5" <br />4'-5"-8`-0" <br />8'-0"- 12"-0" <br />12'-0"- 16'-0" <br />24" <br />(P-0"-4'-0" <br />4'-0"-T-0" <br />7'-0"- 10'-0" <br />10'-0"- 14'-0" <br />Scissor Gable - (1) 2" x 8" #2 S.P.F. @ Each Vertical and <br />(2) 2" x 8" Full Height @ Diaphragm Blocking <br />N • <br />1. "L Bracing roust extend at least 90°/. of web length except, scissor gable which <br />requires brace <br />to extend full height of gable. <br />2. "L" Bracing to be fastened to gable stud with 10d x 3" nails @ 4" o.c. <br />x 411 ''T'1 <br />L! Ewe ATT� e v <br />C �'> <br />SINGLE"L" BRACING DETAIL <br />SCALE: N.T.S. <br />VIX 411 'IT EN�h <br />10 d aiL_S Ga 41' o.c. <br />(-tYF. ) <br />GaBLE.TEUss WEg <br />DOUBLE "L" BRACING DETAIL <br />w rl i G -.-T7 1 GC <br />- r vJvI -- r r I %-J 1 %L.? 1 1 It %—x L <br />E.&C O STUD tryp) 0, EbCO STU D <br />TYPICAL GABLE END BRACING DETAIL <br />r7 eN 11 2 a r •—r-... fT ril i ^rT" <br />SCALE: N.T.S. <br />*1-0 1 6a ri V v—..a 1 %.v v r %.. . <br />TYPICAL BALLOON FRAMED GABLE END BRACING DETAIL <br />� C <br />o <br />ai <br />a a <br />4 y 04 <br />8 00 X <br />V 13 <br />a 3 a <br />A b <br />o <br />0- C) (1) m <br />N cTs cM O N <br />Q � - 0) <br />cCa .� ?CD <br />o IY m <br />= V M Q M <br />?NUig(D <br />=•UM a� O <br />Lu _t LL <br />cc <br />N M � U CL <br />E <br />Ec�wa) <br />U 1 :c cis <br />O �L) 2 (DM <br />3 CD ` <br />OCCU 2:,'a E.5Eo`� <br />E 5 E L <br />o m 0 CD <br />OocU=coo am <br />O <br />v o >, F- <br />N .- WE �=- L i� O <br />L id)L~ �L <br />E- o °i E- i c4 CL <br />J LIJ <br />F— <br />Q U) <br />F-- < <br />W <br />rrrrrrrr j c Q <br />0 <br />C <br />(l) <br />JOB NO. <br />MASTER <br />DATE. <br />JU LY 1, 2015 <br />DANIEL M. OSSMANl <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SHEET N(`_ <br />S-6 <br />