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HOLDOWN POST <br />PLAN.PER (2)2x <br />MIN <br />IMUM- <br />IF E <br />�r <br />t <br />to- <br />DESIGNATION <br />SHEARWALL SCHEDULE FOR FRAMING, <br />NAILING <br />� <br />b IN , � ANCHORAGE <br />t S I. <br />7 <br />LATERAL <br />i x t <br />a LEGEND <br />SHEARWALL SCHEDULE (CDX) <br />FAARIE <br />SHEA—THING <br />EDGE flAlLIPdP <br />FIELD NAILING <br />Sly. PLATE � BOTTOM/T0p PLATE <br />CONN> 0 FND CON9Vo <br />9 <br />� <br />' GDX �N� <br />8d 6'° O/C <br />8d 0 12" Off <br />0 A.D. (� 4899 LTP4 0 20°° o/C <br />O/C Ud/ 2x SILL lN% 2x BOTTOM <br />FACE <br />PLATE PLATE <br />E�y <br />`�' <br />" CD% ONE <br />84 0 4" O/C <br />8d w 1 2°� O/C C <br />0 A,B, 0 36" LTP4 0 14°° OTC <br />O/CVd/ 2x SILL W f 2x BOTTOM <br />FACE <br />PLATE PLATE <br />SHED ALA NOTES <br />13 ALL STUDS, BLOCKING, TOP AND BOTTOM PLATESSMALL BE ITEM —FIR No 2 UNLESS IT` <br />OTHERVASE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITHWIDER FRAMING <br />(SEA NOTE <br />2. SHEATHING MAYE INSTALLED 1 E HORIZONTALLY ICALL . ALL SHEAF ALA, <br />SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND <br />TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. <br />4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL <br />BUILDING f REPORT NER-124 (FOR <br />F y <br />. VALUES ARE BASED ON HEM —FIR <br />NO. 2 FRAMING WITH COMMON NAILS. <br />6. ANCHOR <br />BOLTS MUST BE <br />EMBEDDED <br />t.B MINIMUM <br />S,_ 1 <br />INTO CONCRETE <br />GROUTED t <br />AND SHALL BE <br />PLACED ID MINIMUM OF 2- COVER. PROVIDE 3" <br />COVER <br />CONCRETE CAST AGAINST SOIL. <br />DIAMETER <br />7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK 13OLTS/SIMPSON TITEN <br />HD BOLTS OF THE SAME THE SHEARWALL SCHEDULE MAY S BE <br />SUBSTITUTED R BOLTS <br />ANCHOR EXISTING CONCRETE. <br />t EMBEDDED <br />MINIMUM O EXISTING <br />NAILS8. ALL <br />PRESS <br />tREATED WOOD) MUST BE HOT"DIPPED 1 4i ` _ <br />FO <br />SIS] <br />BORITZED OR STAINLESS STEEL TO RE <br />rCORROSION.XCEPT <br />a .) Moll <br />r <br />l <br />10OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED OR CDX SPECIFIED <br />SHEARWA{ L SCH E 6 <br />o <br />0 <br />VE <br />Z <br />4-1 <br />T <br />a 6 4 99 <br />F— <br />en <br />r' <br />r <br />{ 5 <br />B4 §" Al <br />J <br />Chadmd <br />Dr. <br />fo6— 1 <br />STRUCTURAL <br />DETAILS <br />