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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 i" <br />SPACING <br />"L" BRACING <br />"L" BRACING <br />"L" BRACING <br />"L" BRACING <br />16" <br />0'-0"-4'-S" <br />4'-5"-r-0" <br />V-0"-12"-0" <br />12'-0"-16'-0" <br />24" <br />0'-0"-4'-0" <br />4'-0"-7-0" <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 />QT <br />1. "L Bracing <br />must extend at least 90% of web length except, scissor pole which <br />requires brace <br />to extend full he*M of gable. <br />2. "L" bracing <br />to be finkned to r bie stud with 10d x 3" nails @ 4" o.c. <br />.v% x 411 ''T" 5t.ry-,ki <br />1.''x4" 648''0 ,- <br />taL OU5 e 41 0.6. <br />C P�) <br />:.SINGLE "L" BRACING DETAIL <br />SCALE: N.T.S. <br />211x 4" "T E5LaCK I 1-k <br />Z'X �'� Bl�oc.�.l �1/, G481o.C. <br />W/ io d iL.5 G 41' a c. <br />(-ryP' ) <br />LE "L" BRACING DETAIL <br />SCALE: N.T.S. <br />TYPICAL GABLE END BRACING DETAIL, <br />TYPICAL BALLOON <br />i It OVA G —wort I GC <br />E.&c,0 STUD cTy?,) C EbC0 STU D <br />r'% .. , 1 2 1 r ..v-r. i7 Q i.,-vr <br />SCALE: NTT.&; <br />VI F-00'V `► 1%&W v1V• <br />D GABLE END BRACING DETAIL <br />SCALE N.T.S. <br />REVISIONS <br />NO.1 <br />DAT <br />DESCRIPTION <br />N C <br />a <br />o a <br />c � � a <br />. b <br />0 8 <br />O � aRo <br />00 <br />�o <br />,g o <br />w <br />O C C <br />2 <br />NNW <br />(CL <br />D ON <br />CLC boo <br />M <br />V E Q M <br />IV U <br />> N -0 W O'a <br />m fJv N-pCL O <br />N <br />� J � <br />y U <br />.E 19 <br />:; <br />a&- 4 U N 0M <br />vp 3 c het 50 <br />cc�,�� <br />o <br />E c O <br />2COP) <br />Em a�2) <br />N V `y M <br />�� <br />_0 O� (D <br />.� � N 00 <br />O �� CF-coO <br />U N a N a. <br />M <br />U) <br />W <br />J <br />a <br />cn <br />� <br />Q <br />w <br />0 <br />Q <br />Q <br />a: <br />D <br />D <br />~ <br />V <br />V <br />D <br />C!) <br />U-1 <br />CZ) <br />JOB NO. <br />-MASTER <br />DATE <br />JANUARY 1, 2018 <br />DRAWN BY <br />DANIEL M OSSMAN. <br />SHEET NO. <br />S-6 <br />