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WALL PER PLAN <br />NAIL SHEATHIN <br />pTO EA MEMBER. <br />TOP <br />LAI <br />6® O F ASH 3 S l' 9 ALL CON . <br />un � <br />PER <br />PLAN <br />HOLDOWN POST <br />PER PLAN. (2)2x <br />MINIMUM <br />POST PER PLAN— INSTALL <br />PLUMB 6—INCHES ABOVE <br />BOTTOM CP HOLE PRIOR TO <br />CONCRETE PLACEMENT <br />POST EMBEDMENT <br />SHEARWALL 4 N L (CDX) <br />MARK <br />SHEATHING <br />EDGE NAILING <br />FIELD NAILING <br />SILL PLATE CONNo 0 <br />BOTTOM/TOP PLATE <br />FND <br />CCNN. <br />sa <br />CAS <br />as <br />S O/C <br />a: <br />1 O/C2 <br />A. B. 48: - O/C <br />d'/ 2x SELL PLATE <br />L Np- P 0 20" O/C <br />BOTTOM <br />PACE <br />PLATE <br />SHEARWALL NOTES <br />4. SHEARWALL NAILING CRITERIA IS BASED ON TABLEDP"2015. VALUES <br />BASED ON HEM —FIR NO, 2 FRAMINGWITH OMM'i NAILS. <br />A � , <br />BOLTS OF THE SAME DIAMETER <br />h IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTEDFOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE BMUM <br />INTO EXISTING CONCRETE. <br />a ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT ECP BORITE <br />TREATED COD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESGST CORROSION, <br />a ESE NAILS ARE SPACED AT " ON CENTER OR LE S, NAILS BUT BE STAGGERED. <br />10. OSB CP EQUAL CP GREATER THI �CKNE MAY BE SUBS7TUTED FOR COX PEC�FIED ON <br />HEAR ALL SCHEDULE, <br />HOLDOWN <br />"FOR, MOLDOWN5 IN T LL IN NEW f UN®ATI N <br />THRU BOLTS CP <br />E BEDMENT . <br />MINIMUM <br />�� <br />do <br />MODEL <br />ANCHOR SOLT <br />NAILS/ SCREWS <br />STRAP LENGTH <br />EDGE DI T. <br />C1 <br />NA <br />() 10d COMMON <br />4aa + CLEAR <br />CENTER ON <br />NA <br />NA <br />9N SINGLE STUD <br />SPAN <br />RIM JOIST <br />TC B <br />N/A <br />() 10d COMMON <br />sa <br />HOCK TO <br />BEAM <br />NA <br />GSA <br />IN DOUBLE STUD44 <br />BELOW <br />1 LD „ ; ` NOTES <br />1. ALL —THREAD <br />i BOLTS SHALL <br />CONFORM <br />Of ,, R 0 <br />3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDUll AND HHDQ14 <br />REQUIRE A 6x6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO <br />THE WIDE FACE OF THE STUD, THE STUDS MUST BE <br />STITCH NAILED TOGETHER W/ 16d <br />SINKERS STAGGERED @ 4" O/C. <br />EDGE DISTANCE IS FOR FORMED CONCRETE WEATHER. FOR <br />CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. <br />5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S i'SPECIFICATIONS, <br />® ALL HOLDOWN BOLTS MUST BE RE—TGGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE CP <br />WALLA <br />r'-MST048 STRAP <br />PER PLAN <br />R <br />n <br />0 <br />b®'�qY{ <br />Lu— <br />Lu <br />JUL 1 i <br />5DA J013 NO. <br />