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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 />NI FACEOF FPAMIMG 49 <br />ANCHORAGE TO CONCRETE <br />SEISMIC <br />YVNHD <br />WALL <br />$HEATHING <br />PANEL <br />EDGE <br />vnHEt EWES <br />Nam® <br />MW8ILL <br />FACE NAILING <br />FRAMINGCLIPB <br />0 <br />CAPACETY <br />CAPACM <br />TYPE <br />NAILING <br />PLATE <br />® <br />t9b•2 <br />Nh=2 <br />SINGLE <br />BUILT-UP <br />ANCHOR BOLTS <br />MUDSILANCHORS <br />® <br />Nb-35 <br />h1b=38 <br />MEMBER <br />MEMBER <br />A35 Q Oc <br />240p1f <br />240-Of <br />P13 <br />1 SIDE <br />8" ac <br />2x <br />2z <br />Or <br />S{"0 @ 60" ec <br />MASAP Q $2" ec <br />194pq <br />194-p1f <br />LTP4 Q 2r or <br />b <br />2x <br />21 <br />{oo <br />A35 Q M" ec <br />Or <br />MASAP @ 38' oc <br />36" <br />-O-Ptf <br />P14 <br />1 SIDE <br />4' ac <br />LTP4 ale'or <br />2541AI <br />289-pIf <br />ASS Q 14" ee <br />450-w <br />450- 11 <br />Pt-3 <br />1SIDE <br />Y- <br />3x <br />120 <br />2x <br />r- <br />r <br />y'0034'ee <br />MASAP Q 2F or <br />36 plf <br />m"f <br />LTP4 Q 14- po <br />P1-2 <br />1 SIDE <br />I- <br />3, <br />(2)2x <br />2t <br />Toe <br />A35 Q' •oc <br />2D' oe <br />MASAP Q IF- <br />590.0 <br />47A-Nf <br />B20g11 <br />889-p8 <br />LTP4 7X' at <br />P24 <br />2SIDE5 <br />4- <br />Jr <br />(2)2x <br />3x <br />(2)Rows,{er <br />A3s @ 16` oc <br />'yx'OQ 20'eo <br />MASAP 0IF- <br />70001 <br />Sew <br />7 W-o f <br />568-0 <br />LTP4 1B' ee <br />P2-3 <br />2 SIDES <br />3" oc <br />3x <br />(Z12t <br />Al <br />(2) Reese• 3' ee <br />4'ee <br />yd <br />${'0 @ Zr m <br />MASAP Q ST- cc <br />S�pw <br />AJ Lpif <br />90" <br />73Xp1f <br />LTP4Q i{oc <br />P2-2 <br />2SIDE5 <br />2oc <br />3. <br />l2)2f <br />3X <br />RI R01K. Xee <br />AS K <br />y0Q1Teo <br />MASAP@roc <br />1180p1f <br />l57-�f <br />16MI-p11 <br />1J38-pn <br />LTP4Q6 oc <br />SHEAR WALL SCHEDULE NOTES <br />(SECTION 4.3.7.1. t) <br />Xx" OSB w %j PLYWOOp 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 />® (SECTN)N4.3T'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 WTH SHEATHING NAILS Q 1 Xee, MAXIMUM <br />STUD SPACING SHALL BE IF- SHEATHING NAILS SHALL BE 0.131'0 x 2jR'. 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 SEA$ INDICATED IN THE SCHEDULE. <br />SINGLE MEMBER (FLATMSE) <br />t-#-- PER® <br />STUD.FIATBLOCKING PER <br />OR OTHERFRAMINCAEMEER Q` <br />kf �JIIIIE� <br />is ® T MiN <br />MIN ADJOINING PANEL EDGES <br />BUILT-UP MEMBER <br />MEMBERPERMSTUD,PUTE. BLOCKNG, RIM. <br />OR OTHER FRAMING MEMBER ® <br />L <br />MIN ADJO/NtNG PANEL EDGE$ ADJOINING PANEL EDGES <br />FACE NAILING FRAMING NAILS SHALL BE D.13S TO CONDITIONS <br />O x 3y5. 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 OVERX7 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 ANONORS SHALL HAVE TX 3'x 0,228• PLATE WASHERS, PLATE WASHER SHALL EXTEND TO WTHINYs 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 W)THINX- OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE. HOLE RH PATE WASHERS MAYBE DIAGONALLY SLOTTED. <br />3'h3'110.228' PLATE <br />ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION <br />y } <br />y h. CONCRETE STEM WALL Yy y CONCRETE STEM WALL <br />PER PUN Ty PER PLAN <br />PT <br />MUDSILLMUDSIU- <br />(ANCHOR BOLT OPTION) L® (MUDSILL ANCHOR OPTION) <br />L3x5 <br />