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D <br /> aam <br /> a <br /> Y Z F o":,.x <br /> W <br /> m Z <br /> =W�WYW <br /> Z < <br /> 0yr <br /> Qoco <br /> W--- <br /> z WWW <br /> Ld <br /> Q2=O <br /> Z 0 W z m U <br /> 0 Q7'...W <br /> N 3.2 <br /> W U z Q y s <br /> CE W W �3 <br /> LL'2W2 <br /> Z 3c�zr <br /> Q orcyr <br /> NAILER <br /> 4xSHAPED a N=FP <br /> / wo <br /> 16d NAILS @ 3�<W <br /> 24"O.C. (U.O.N.) Zrzo <br /> � <r N <br /> 0ONWO <br /> N ZZO <br /> r \ .4000 <br /> 2x D.F.STUDS.SPA <br /> D <br /> NOTES: <br /> &SIZE PER PLANS 1.SEE SHEARWALL PLAN FOR ANY SHEARWALL <br /> CONDITIONS. <br /> 2. THIS DETAIL APPLIES TO BOTH BEARING& <br /> NON-BEARING WALLS. <br /> 3.SEE PLANS FOR OTHER REQ'D STUD AND/OR <br /> POST CONFIGURATIONS. <br /> C <br /> 8' 0" Ld W <br /> TOP OF WALL co Q <br /> Q � <br /> Ld <br /> LijJ <br /> 2x D.F.STUDS.SPACING 2x D.F.STUDS.SPACING- z :5 :5 <br /> N a <br /> &SIZE PER PLANS &SIZE PER PLANS o o } Y i N <br /> DBL.STUDS DBL.STUDS Z a a W rn g z <br /> o ? v g a <br /> J z J <br /> Q W g W z <br /> 0. a m a <br /> 3 6 ❑ ■❑❑❑ <br /> FULL HEIGHT 4X4 POST TOP OF WALL <br /> 16d NAILS @ 16d NAILS @ SEE DETAIL 8/S-2 <br /> 24"O.C.(U.O.N.) 24"O.C. (U.O.N.) <br /> Z <br /> TYPICAL WALL INTERSECTIONS DETAIL <br /> SCALE: N.T.S. <br /> I..L <br /> BN BN O <br /> LEGEND: O <br /> TYP. EN = PANEL EDGE NAILING <br /> TOENAIL BN = PANEL BOUNDARY NAILING J <br /> EN EN SN = SHEAR NAILING U_ <br /> FA PER FA= FRAMING ANCHOR <br /> PLAN NOTE 2 <br /> NOTE 1 NOTE 3 <br /> EN OR BN <br /> PER PLAN /-PANEL <br /> BN BN <br /> U <br /> SN EN EN OR BN <br /> PER PLAN <br /> EN 7�>< 'z <br /> \—BLKG NOTE: <br /> 1. CLEARANCES PER PANEL MFR <br /> 2. 1/2" MIN PANEL EDGE DISTANCE <br /> 3. 3/8" MIN LUMBER EDGE DISTANCE <br /> CONT. CONT. <br /> 30o PANEL PANEL <br /> SN EN <br /> STUD- EN <br /> CLG Li W <br /> PT SILL TOENAIL JOISTS (N) HEADER Z <br /> FIRE Q N p <br /> BLKG <br /> (N) HEAD (N) HEADER O Yzi <br /> aQ <br /> z O U <br /> r ~ <br /> 2 EXAMPLES OF TYPICAL PANEL NAILING 0 m N N <br /> r <br /> 1. <br /> SCALE: N.T.S. i <br /> i <br /> r 3'-0"X4'-0" PENING <br /> rr @ '-0"A.F.F. Z <br /> YPICAL 4 m <br /> m <br /> r � <br /> rr m <br /> (N) HEADER (N) HEADER , �. <br /> z <br /> z <br /> r <br /> WALL r D m <br /> STUDS TOP PLATES OVERLAP AT rr IT m <br /> CORNERS LOCKING WALL r x <br /> TOGETHER i <br /> (N)2X8 CEILING rr ' N <br /> ISOMETRIC VIEW OF OUTSIDE CORNER JOISTS @ 16" O.C. rr Z z x <br /> TYPICAL <br /> m m = <br /> MIN (3)STUDS IN <br /> D <br /> CORNER DOOR BELOW m <br /> ARCH TICTURAL OPENING <br /> PT SILL <br /> PLATE <br /> FRAMED OPENING FOR ACCESS DOOR. <br /> WALL ' \_ (N)3/4"T&G OSB DECK CONFIRM ACTUAL SIZE WITH OWNER <br /> STUDS <br /> DATE 2/10/2019 <br /> DRAWN BY <br /> KP <br /> CHECKED BY <br /> ISOMETRIC VIEW OF OUTSIDE CORNER KP <br /> JOB N0. <br /> 3 TYPICAL STUD LOCATIONS U .O. N .) FRAMING PLAN XX-XXX <br /> SCALE: N.T.S. s <br /> SCALE - 1/4" = 1'-0" <br /> OF SHEETS <br />