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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 6" <br />SPACING <br />"L" BRACING <br />"L" BRACING <br />"L" BRACING <br />"L" BRACING <br />16" <br />0'-0"-4'-5" <br />1 4'-5"-t'-0" <br />V-ON- 12"-0" <br />12'-0"- 16'-O" <br />24" <br />0'-0"-4'-0" <br />I 4'-0"-T-v <br />T-V- 10-0" <br />Scissor Gable - (1) 2" x 8" #2 S.P.F. @ Each Vertical <br />and <br />(2) 2" x 8" Full Height @ Diaphragm Blocking <br />1. "L Bracing must extend at lent 90% of web Ic%* except, scissor gable which requires brace <br />to extend full height of gable. <br />2. %" Bracing to be fimuned to gable stud with I Od x 3" nails ® 4" o.c. <br />,Z!lx4'' LT-,' 5L4y-.-,K1 J, <br />1z11X 40E5LCide, 45110.6. <br />od L,se4 oz,. <br />c-rrP> <br />4a-F1_r1zLj55 wE8 <br />s Fig R.d. Fez UXAMOtl <br />TYPICAL. GABLE, END BRACING DETAIL <br />-�� PWViPE 1.5MI4. <br />P G�� n'�lcP7 1 1_ <br />rr,rl w <br />1z• <br />SINGLE "L" BRACING DETAIL <br />SCALE: N.T.S. <br />211 x 4" "-r" 13LOC-41 ki/I <br />2.'1X 41 6LOC.I41d. 6 48'10.C. <br />d L" &OE n.-rr,6,CJ ED <br />w� 1 O d v-W LS d 440 O. G. <br />(,4p.) <br />=4AAL IT055 WEZ:o <br />i OTM 501 <br />�,� "'% C <br />45 coot, <br />DOUBLE- "L" BRACING DETAIL <br />mmmmmmmmz�m"m� <br />SCALLE: H T.S. <br />r_1 '.. .i+c."% r17 .0. is r _fr'7. Icy <br />SEE ruD00 ML J FOQ Locpino�.l <br />VAULTED GABLE ELEVATION <br />SCALE N.T.S. <br />SCALE: N.T.S. <br />REVISIONS <br />NO. <br />DATE <br />DESCRIPTION <br />C <br />p c <br />� <br />u <br />a � <br />s. at <br />•� <br />N <br />C C <br />t% 000 <br />o <br />.a L <br />a <br />00 <br />M <br />O C <br />u <br />C <br />00 <br />• <br />`� <br />a o <br />C <br />O. •� <br />�N <br />+- O <br />o� <br />Ci -a q? OD <br />N M M W U N <br />a�W� 'm0o <br />N <br />N C U t� <br />(D N yLL <br />a <br />C <br />0) 0 <br />E <br />m��� :� <br />E <br />� <br />UOEm <br />om <br />U <br />���� Eo <br />E a'� C O <br />0 0 <br />00 <br />O A 4)� <br />to <br />O <br />�• L= > O <br />ao <br />U� <br />-C �i- <br />LD4 I,- m.CU) <br />C <br />C <br />N C 'C T_ �- r- O <br />PO UN a=Na. <br />w <br />� <br />Q <br />w <br />� <br />0 <br />aC <br />d <br />°C <br />D <br />V <br />V <br />D <br />D <br />c <br />~ <br />F <br />CIO <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 />