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SHEAR WALL SCHEDULE <br /> (IN ACCORDANCE wl ANSiIAFSPA SDpwr5 015 SECTION 4?1 <br /> Upeatee),26 2011 <br /> r NAILED <br /> PANEL NI FACEOF FPnMIMG 49 ANCHORAGE TO CONCRETE SEISMIC W4VD <br /> vnHEt EWES 0 CAPACETY CAPACM <br /> WALL —THING EDGE Nam® MW81LL FACE NAILING FRAMINGCLIPB <br /> TYPE NAILING PLATE ® t9b•2 Nh=2 <br /> ® SINGLE BUILT <br /> -UP <br /> ME ANCHOR BOLTS MUDSILANCHORS hb-35 h1b-38 <br /> MEMBER MBER <br /> ASS Q Oc 240p1f 240-Of <br /> P13 1 SIDE 8"ac 2x 2z Or S{"0 @ 60"ec MASAP Q$2"ec 19Fpq 194-p1f <br /> LTP4 Q 2r or <br /> A35 Q M"ec 3r6" 350-ptf <br /> P14 1 SIDE 4'ac b 2x 21 {oc Or MASAP @ 38'oc 2541AI 284-pif <br /> LTP4 ale' <br /> or <br /> ASS Q 14"ec 450-w 450-11 <br /> Pt-3 1SIDE Y- 3x 120 2z r- r %,0034'ee MASAP Q 2F or 36 plf m"f <br /> LTP4 Q 14-pe <br /> A35 Q'•oc x/ 590.0 B20T81 <br /> P1-2 1 SIDE I oc 3, (2)2x 2t Toe LTP4 7J§"at ar•D Q 2D'oe MASAP Q IF- 47bgf 8B9-p8 <br /> A35 Q 16`oc 70001 700-p{( <br /> P24 2SIDE5 4- Jr (2)2x 3x (2)R4w4,{er 'yx'OQ 20'ee MASAP 0IF- Sew 568-0 <br /> LTP4 1B'ee <br /> 4'ee S�pw 90" <br /> P2-3 2 SIDES 3"oc 3x E.. <br /> Al (2)Reese•3'ee yd ${'0 @ Zr m MASAP Q ST-cc 1J Lpif 73Xp1f <br /> LTP4Q i{oc <br /> A3 K 1180p1f 16MI-p11 <br /> P2-2 2SIDE5 2'oc 3x 3X RI Re1K,Xee 3('0Q12"W MASAP@roc l57-�f 1J38-pn <br /> LTP. oc <br /> SHEAR WALL SCHEDULE NOTES <br /> (SECTION 4.3.7.1.t) <br /> Xx"OSB w%j PLYWOOD SHEATHING OR SIDING EXCEPT GROUP S SPECIES.MINIMUM PANEL SPAN RATING Of(241/).PANELS SHALL NOT BE LESS THAN 4'zB',EXCEPT <br /> AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMNG MEMBERS OR BLOCKING. <br /> ® (6ECTION4.3.7,1.2.S SECTION 4.3.7.1.3) <br /> PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS Q 1 Xee,MAXIMUM <br /> STUD SPACING SHALL BE IF—SHEATHING NAILS SHALL BE 0.131'0 x Z)y.PLYWOOD EDGE NAILING SHALL BE STAGGERED,NAILS SHALL BE LOCATED AT LEAST ' <br /> FROM THIS PANEL EDGES. <br /> g4PANE1 <br /> tOZE <br /> TERMCOATE NAILING{12"eq <br /> MINAILING PER SCHEDULE(STAGGERED) <br /> ®(SECTION 4.3.7.1.4) <br /> THE MINIMUM NOMINAL WITH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL SEAS INDICATED IN THE SCHEDULE. <br /> SINGLE MEMBER (FLATWSE) <br /> PER® <br /> ORSTUD,OTHFIAER <br /> FRAMING <br /> EE. PERQ` <br /> OR OTHER FFWAING MEMBER kf <br /> )i ® T MiN <br /> MIN ADJOINING PANEL EDGES <br /> BUILT-UP MEMBER <br /> MEMBERPERM "I t STUD,PATE.BLOCKNG,RIM. <br /> ® 11 OR OTNERFRAMING MEMBER ® <br /> L <br /> MIN ADJO/NtNG PANEL EDGE$ ADJOINING PANEL EDGES <br /> FACE NAILING FRAMING NAILS SHALL BE D.13S TO CONDITIONS x AW.WHERE <br /> 13311'0 x ZE NAR,S MAYBE USED WHEN STITCHING 70GETHE(2)2 MEMBERS WITH NO O SPACERS <br /> AT MINIMUM OF <br /> 0 AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED.FRAMING CLIPS SHALL BE USED TO <br /> FASTEN BUILT-VP MEMBERS_USEO.131`0x Zr NAIL&ATLT➢4 CLIP WHEN INSTALLED OVERX"SHEATHING. <br /> ® m <br /> ® Q <br /> BRIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION <br /> ® (SECTION4.3.6.4.3) <br /> ANCHOR BOLTS EMBEDMENT SHALL BE 7•,U.OA.ALL ANCHORS SHALL HAVE Tx 3'x 0,228•PLATE WASHERS,PLATE WASHER SHALL EXTEND TO WITHIN Ys OF THE <br /> EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING.IF SHEATHING IS ON BOTH SIDES OF THE WALL STAGGER THE ANCHOR BOLTS,AS REQUIRED,SO THAT <br /> HALF OF THE PLATE WASHERS ARE WITHIN)(-OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE RH PATE WASHERS MAYBE DIAGONALLY SLOTTED. <br /> ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION <br /> 3'k3'110.228'PLATE WASHERS <br /> H y Yy y CONCRETE STEM WALL CONCRETE STEM WALL <br /> Ty <br /> PER PUN _.1y: PER PLAN <br /> P T.MUDSILL P.T.MUDSILL <br /> ®(ANCHOR BOLT OPTION) ®(MUDSILL ANCHOR OPTION) <br /> L3x5 <br />