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SHEAR WALL SCHEDULE <br />ON ACCORDANCE Al ANSIAFSPA SOPWS-2015 SECTION 4,3} <br />Upaw V202021 <br />NwINVNwO1HOFrvaLW <br />PANEL <br />Face OF FRAMI-@ <br />ANCHORAGE TO CONCRETE <br />SEISMIC <br />WINO <br />WALL <br />SHEATHING <br />EDGE <br />AObwIN3 Paa0. WOR <br />MUD SILL <br />FACENAIUNG <br />FRAMINGCUPS <br />® <br />CAPACITY <br />CAPACITY <br />- <br />TYPE <br />TYPE <br />NAILING <br />PLATE <br />® <br />® <br />hlb._ <br />SINGLE <br />BUfLT.UP <br />ANCHOR BOLTS <br />MUDSILLANCHORS <br />® <br />I✓t•3.5 <br />h2-35 <br />MEMBER <br />MEMBER <br />P1fi <br />1 SIDE <br />6' oe <br />2,,2x <br />2X <br />S" oc <br />or <br />Y4'0 @ BF oe <br />MASAP Q 57 oe <br />240pOf <br />240y11 <br />L7Pa Q 27' ac <br />194p11 <br />19"r <br />A38 @rlSoc <br />350p11 <br />35DpIr <br />PI-4 <br />1SIDE <br />I- <br />2X <br />2b <br />2F <br />4-oc <br />o <br />L7PaQ 18'ac <br />�'0Q46 oc <br />MASAP Q76 oc <br />264-0f <br />26"1 <br />PIJ <br />1SIDE <br />3"- <br />3X <br />(2)21 <br />2X <br />3'oc <br />A35�t4'eP <br />oe <br />%"0Q16'oc <br />MASAPQ23"oc <br />r f <br />4": <br />LTPd � 74' oc <br />3�f <br />366-p11 <br />P1-2 <br />1SIDE <br />Ycc <br />3x <br />R12X <br />2z <br />7ac <br />A35 �+! •-Oc <br />j{"OQ2Fot <br />MASAP 9 1 r <br />590p11 <br />620p11 <br />LTP4 Q 7X-oc <br />47W <br />6SB-01 <br />P2-4 <br />2 SIDES <br />4bc <br />3x <br />(2}2X <br />h <br />(21 R4w4, 4• x <br />A35 Q 16' of <br />eM <br />X710 Q 28'oc <br />MASAP Q 1 S oe <br />7G0-pIf <br />T� p0 <br />7041 <br />500p11 <br />LTP4 Q IW oc <br />P2-3 <br />2SIDES <br />3"ac <br />3x <br />R)b <br />3x <br />(2}RowF.Y oc <br />A35 Q 1.. <br />ene <br />X-0 Q27- tc <br />MASAP ® 11"oc <br />9Op..p0 <br />�p0 <br />9000 1 <br />900p1 <br />LTP4 Q 14' oe <br />P2.2 <br />2 SIDES <br />Y oc <br />3x <br />(i)2x <br />7X <br />(21 RoW3,Y oc <br />A35 Q 8' oc <br />ene <br />X'0 Q 12' cc <br />MASAP Q 7' oc <br />118011f <br />y�•pN <br />1840pif <br />164"f <br />LTP4 Q S ae <br />SHEAR WALL SCHEDULE NOTES <br />(3EGTIGN 4.3.7.1"1 <br />X'r OSB."%j' PLYWOOD SHEATHING OR SIDING EXCEPT GROUPS SPECIES. MINIMUM PANEL SPAN RATING OF (24l0). PANELS SHALL NOT BE LESS THAN 4x8'. EXCEPT <br />AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OFALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLDCWNG, <br />® (SECTION 4,3.7.1,2. 6 SECTION 4.3.7.1.3) <br />PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES. NAIL SHFATHINGTO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS Q 12'oc. MAXIMUM <br />STUD SPACING SHALL BE IT... <br />SHEATHING NAILS SHALL BEC.131'0 X2X'. PLYWOOD EDGE NAIUNG SHALL BE STAGGERED. NAILS SHALL BE LOCATED AT LEAST' <br />FROM THE PANEL EDGES. <br />I <br />I INTERMEDATE NAILING (12' oc1 <br />II <br />MIN PANEL EDGE NAILING PER SCHEDULE(STAGGERED) <br />® (SEC7ION4.3.7.1.4) <br />THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. <br />SINGLEMEMBER (FLA7WISE) <br />PERO <br />STUD. PLATE, BLOCING, RIM, PERS� <br />OR OTHER FRAMING MEMBER <br />N ® ® I <br />ADJOINING PANEL EDGES <br />B UIILLTT--UUP.M�EEMBER <br />PERO -I I 3TUD. PLATE. BLOCKCNG. RIM, <br />OT ® OR HER FRAMING MEMBER <br />MIN ADJOINING PANEL EDGES ADJOINING PANEL EDGES <br />FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF IX'. <br />FRAMING NAILS SHALL BE 0.131.0 x W. 0.131'O x r NAILS MAY BE USED WHEN STITCHING TOGETHER (2)2x MEMBERS WITH NO SPACERS. <br />Q AT ADJOINING PANEL EOGESWHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BEACCOMPLISNED, FRAMINGCLIPS SHALL BE USED TO <br />FASTEN BUILT-UP MEMBERS, USE 0.131'0X 2i' NAILS AT LTPA CLIP WHEN INSTALLED OVERX' SHEATHING. <br />..... iz <br />5t, <br />LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION <br />® JSECTIONA.%S64,3) <br />ANCHOR BOLTS EMBEDMENT SHALL BE 7', U.O.N. ALL ANCHORS SHALL HAVE x 3' X 022F PLATE WASHERS. PLATE WASHER SHALL EXTEND TO WTHIN'X' OF THE <br />EDGE OF THE BOTTOM PLATE ON THE SIDE MATH SHEATHING. IF SHEATHING IS ON BOTH SIDES OF THE WALL, STAGGER THE ANCHOR BOLTS, AS REQUIRED, SOTHAT <br />HALF OF THE PLATE WASHERS ARE WTTHINX-OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE. HOLE IN PLATE WASHERS MAYBE DIAGONALLY SLOTTED. <br />ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION <br />X" MAX •v — �� <br />cl <br />CRETE STEM WALL 4GONCRET <br />f. <br />PER PLAN .� _ PER PLAN <br />P,T. MUDSILL F.T. MUDSILL <br />(ANCHOR BOLT OPTION) `V (MUDSILL ANCHOR OPTION) <br />L3.5 <br />