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e <br />"L" BRACING REQUIREMENTS <br />STUD <br />NO <br />(1) 2' X 4" <br />(2) 2►► X 4" <br />(2) 29► X h►► <br />SPACING <br />"L" BRACING <br />"L" BRACING <br />►'L'► BRACING <br />"L" BRACING <br />1 6" <br />h1 - 0"-AI - C1, <br />4f - 5" - Q - 0" <br />v ^ V" - 12" - 0" <br />12/ - 0" - 1 & - 0" <br />244" <br />01_01-'4l-0/1 <br />41-0"-T-0" <br />7'-0"-)W-0" <br />1W-0"-141-0" <br />Scissor Gable - (1) 2" x 8" #2 S.P.F. @ Each Vertical and <br />(2) 21' x 8" Full Height @ Diaphragm Blacking <br />NolL <br />1. "L Bracing must extend at least 90°/® of web length except, scissor gable which requires brace <br />to extend full height of gable. <br />2. "L" Bracing to be fasted to gable stud with IOd x 3" nails Q 4" o.c. <br />.VI X 411 11,1.ril f5ux'v <br />SINGLE "L" BRACING DETAIL. - <br />SCALE: N.T.S. <br />Z11x 41 11 1 0 (3WC.K I I•k.1 <br />K4 642;lo.C. <br />�/jc1 4'° o, c, <br />' 1 I . I <br />DOUBLE "L" BRACING DETAIL <br />SCALE: N.T.S. <br />l fv1 6 ..wr+f2 iGC <br />Y' 1/ ■ . ■ 1 1 y./ 4 '■f■/ ■ , <br />TYPICAL GABLE END BRACING DET <br />IWAY1 '�, ,� iMMph U <br />r <br />SCALE: N-T.S <br />SCALE: N.T.S. <br />XQ <br />W ED <br />6 <br />C2. G' 000 <br />(D CO <br />�vc�cc <br />._ <br />a� u� .c? 'o <br />� a� <br />M C'; E6 W o <br />to_ju.. <br />CL <br />(DM U C- <br />rns E <br />E c a� .� <br />eta E <br />�❑ cm >`v° <br />c c c Ca .- <br />s� _ 0 o o <br />00 E 5 Lco <br />(0 <br />� m v � 1 <br />©®�=ter <br />200 <br />2 -o a 5, �- <br />S U- . (!) e <br />Nd <br />f ) <br />.�J U1 <br />W <br />Uj <br />D <br />D F- <br />Mn <br />D cc <br />% F-- <br />W <br />JOB NO. <br />-MASTER <br />DATE <br />JULY 1, 2015 <br />DRAI BY <br />DANIEL _R OSSMAK <br />