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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 />01-0"-4'-5" 1 <br />4'-5"-8'-Off <br />8'-0"- 12"-0" 1 <br />12'-0"- 16-0" <br />24" <br />0'-0"-4'-0" <br />41-0"-7'-0" <br />7'-0"- 10'-0" <br />10'-Of' - 14'-0" <br />Scissor Gable - (1) 2" x 8" #2 SY.F. @ Each Vertical and <br />(2) 2" x 8" Full Height @ Diaphragm Blocking <br />NOTE: <br />1. "L Bracing must 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 1 Od x 3" nails @ 4" o.c. <br />,2j' X q''' 11 <br />T'' 5L�OC II< I <br />Vex 411 f xcCIi,� <br />�/ Io d 4". <br />40t�_TVLJ55 WE& <br />X 411 gI.C.L1C1 ^"t G 48110-C. <br />'' <br />EP <br />W 10 d 0&1. LS 0-4-n, C. <br />v LeL 411"I VYL 16bAJ L t;4 UI - <br />Daniel 1Mi O ys nan Dra tin; Service. <br />Any reprodu,°fi4sn or unauthorized use <br />Of plans is prohibited by law. <br />I401 PECV1GE 1,5" MItil <br />CIL E/.N , (,OVEJZ P00 ScI S50 Q q,bL e -r eu SS mAOA tA, Ossman Drafting Service, <br />IaTM 50�D. <br />%' (1 ) <br />4-5 COOT, <br />REVISIONS <br />NO. <br />DATE <br />DESCRIPTION <br />cv <br />c <br />v � � <br />a <br />u <br />00 Poo <br />bA � � <br />G <br />eo <br />o b <br />v <br />00 <br />cc <br />PC <br />w <br />.a <br />bA <br />ce <br />A <br />"C7 <br />CIS '0 <br />�baW <br />E3 O <br />CI Q N <br />.r� <br />A -� <br />a <br />o d "d <br />cc <br />w <br />a� a t a� <br />CD <br />W <br />W <br />�. <br />0 <br />Q <br />CC <br />C/ <br />CIO <br />w <br />CM <br />OB`NO <br />UAWO ; <br />DATE <br />45 2012 <br />NBY <br />L <br />O AK . <br />SHEET NO. <br />WHI 1 I:I 6 ,is: 3 eu ii, ,il v,i tl i _ ul i LL o11 T T— ! u ` <br />