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EDGE NAILING TO POSTS, TRi <br />STUDS, AND KING STUDS <br />rE BEARING STUD FOR HEADER <br />RIMJOST TO BE A- MIN <br />THICKNESS AT ALL <br />SHEARWALLS <br />STD. SHEARWALL ELEVATION W/ RIIV <br />Y M <br />OE <br />• <br />Ill <br />SHEATHING <br />t <br />1 <br />CE <br />LENGTH i� t � . EXTEND CONTINUOUS <br />SHEARWALL <br />BET <br />WEEN "`2s• . -41 a .{ i <br />1" <br />POSTS AS <br />SHOWN. <br />4 . <br />\sl-,._TYPE OF HOLDOWN TO BE <br />INSTALLED <br />nEAKWALL DESIGNATION — SEE <br />SHEARWALL SCHEDULE FOR Jo <br />REQUIREMENTSNAILING AND ANCHORAGE <br />` <br />H y <br />k 1 — SCHEDULE tk4 <br />(CDX) <br />a <br />- : <br />t <br />`I. <br />: s' , <br />to 'GE <br />NAILING <br />tr:. e <br />'FIELD <br />�� - �sr;BOTTOM/TOP <br />1 /: t s PLATE, <br />± <br />y <br />i <br />t <br />CONt FND <br />r <br />+ <br />e <br />s <br />_ <br />w <br />L <br />r <br />p <br />, <br />PLATE <br />4 e <br />I <br />r <br />>: <br />O /C <br />� I, ��I014 <br />W1 2x SILL <br />0 � { <br />BOTTOM <br />F <br />, <br />A To <br />., F <br />4 • <br />Od 0i <br />d <br />0 <br />FACE <br />,� <br />F ", , <br />— — <br />-- <br />PLATE <br />PLATE <br />— <br />r.il <br />12 <br />A <br />� <br />u 4 LL <br />Ik <br />PLATE3x <br />BOTTOM PLATE <br />LHEARWWALL NOTES <br />1. uL STUDS, BLOCKING, <br />TOP k BOTTOM <br />OTHERWISEOTED <br />SHEATHING <br />� <br />s � <br />ON PLANS. a, ALL a <? EDGES MUST BE <br />BACKED WITH 2x OR <br />fffeII WIDER FRAMING n` <br />9 -. <br />2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERnCALLY. L SHEARWALL <br />UST <br />SHEATHING v EXTEND ,,. T • THE OUTSIDE EDGE <br />k� : �a • 5, m� 1 ` t POSTS � N ND CORNERS, <br />ii AND TO <br />THE INSIDE EDGE OF FRAMING AROUND OPENINGS. <br />w• ANCHOR BOLTS B, EMBEDDED D }rs Us OF INTO CONCRETE OR GROUTED <br />SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE Ss COVER FOR CONCRETE <br />CAST AGAINST SOIL. ANCHOR BOLTS SHALL BE SECURED TO THE SILL PLATE NTH 3x3xO.2 1 29m <br />7. ALL MACHINE BOLTS SHALL <br />BE i A307 OR BETTER. HILTI <br />K{ i <br />rry <br />} t <br />a F , <br />... .. SCHEDULE <br />EE MAY <br />o � =. BE <br />.S <br />R ANCHOR <br />, flFt BOLTS <br />- <br />• <br />7 BOLTS SHALL R EMBEDDED <br />MINIMUM <br />OF 3-Y4 <br />EXISTINGNTO <br />8. ALL NAILS AND CONNECTORS IN CONTACT NTH PRESSURE TREATED WOOD (EXCEPT FOR BORATE-�-- <br />i �r t ,I COMMON OR GALVANIZED BOX PER ASTM F 1667. <br />RESIST <br />L NAILS <br />SPACED9. NAILS MUST BE STAGGERED WHEN AT 2' O <br />�q r 0-'"' Rb <br />{ r <br />0 <br />CA <br />ui <br />04 <br />00 LA_ <br />Ne <br />d� <br />04 <br />eg�mm <br />ui <br />LLJ <br />1 <br />s�. <br />S <br />0 <br />