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HOLDOWN 5CHEDULE <br />F HOLDOWN5 IN5TALLED <br />IN NEW fOUNDATION5 <br />®DEL <br />ANCHOR LT <br />THRU BOLTS O <br />NAILS/SCREWS <br />STRAP LENGTH <br />EDGE To <br />I® <br />do <br />HDU11®S 2a5 <br />199 A07 <br />ROD w/ 99 <br />(0.)DS4 Y2 <br />98 <br />5 EMBED <br />�® 99 <br />1` 4 <br />98 <br />10 <br />99 <br />15 <br />WASHER <br />SCREWS <br />C1 <br />/A <br />(N )SINGLE OMMON <br />3499 <br />EAR <br />CENTERRIM <br />A <br />NA <br />STUD <br />SPAN <br />SION <br />ST <br />TC4 <br />/A <br />COMMON7 <br />(IN4 <br />99 <br />44 <br />H TO <br />BEAM <br />NA <br />A <br />DOUBLE LE STUD <br />BELOW <br />OLDO .N NOTES <br />1. ALL —THREAD BOLTS SHALL CONFORM TO ASTM A307. <br />fWal�f <br />3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HHDQll AND HHDQ14 <br />REQUIRE A 4x6 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO THE WIDE <br />FACE OF THE _. _ D THE STUDSu ! TO6 is <br />STAGGERED 0 j <br />4. MINIMUM EDGE DISTANCE IS FOR- FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FO?t <br />CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. <br />6. ALL HOLDOWN BOLTS MUST BE RE —TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE 01 <br />EPDXY <br />HOLDOWN <br />SCHEDULE <br />*FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE <br />MODEL ANCHOR <br />FASTENERS <br />TO <br />EMBEDMENT <br />I a EDGE <br />LT <br />POST <br />LENGTH <br />DISTANCE <br />HDU ®SDS2®5 0 ATR <br />(20) Y29 xE2 99 <br />S S <br />17 99 <br />1 499 <br />SCR <br />HHDQ1 ®SDS2®5 199 AT <br />(30) X" x 2 99 <br />SDS <br />2599 <br />1 ®99 <br />SCREWS° <br />HOLDOWN <br />1. ALL —THREAD BOLTS SHALL CONFORM TO ASTM A307. <br />2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMUM WALL <br />THICKNESS IS 8 <br />3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE <br />HOLDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST, BE <br />STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED 0 4" o/c. <br />5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S <br />SPECIFIC <br />6. HAE45, FIELD CO <br />ORIOR TO <br />PROCEEDING. <br />7. ALL HOLDOWN BOLTS MUST BE RE —TIGHTENED JUST PRIOR TO ENCLOSING SECOND <br />QIDE OF WALL. <br />8. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING SIMPSON 'SET—XP' <br />HIGH STRENGTH EPDXY. SIZE AND EMBED PER CHART. ICBO REPORT NO. ER-5279. <br />DRILL ANCHOR BOLT HOLES No LARGER THAN ANCHOR BOLT DliMETER. <br />;,,_ <br />G STUD FOR <br />HEADER <br />STD. SHEARWALL ELEVATION W�iiM�� <br />DOUBLE <br />LENGTH OF —FOR <br />_ARWALL _kll"' SHEATHING O <br />N EACH FACE MUST <br />EXTEND CONTINUOUS <br />BETWEEN <br />A HOLDOWN POSTS <br />LATERAL MARKING LEGEND <br />C14 <br />LO <br />04 <br />L <br />0 <br />Nm <br />W <br />04 <br />IAA <br />L_ <br />0X <br />00 <br />LLA <br />Ld <br />