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I EPDXY <br />a y ` <br />SCHEDULE <br />*FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE <br />MODEL <br />EDGE <br />TANCE <br />' <br />3 1 <br />S <br />? <br />; <br />i ^. .r � <br />t J- <br />t <br />_ .,y , <br />i <br />t <br />,,tom <br />@ ' <br />[ <br />e : <br />s <br />S ,.t @ �I 'i't i <br />.k y �. � 4 hx e� <br />'. <br />i <br />k <br />E ' yg <br />n�' <br />.✓: <br />i <br />f <br />SCREWS <br />Y <br />LDOWN <br />NOT <br />10 m— IETTSALL CONFORM T <br />2. x't. CONCRETE COMPRESSIVE 2500 PSI. MINIMUM <br />THICKNESS Is 8 . <br />3. 1 HOLDOWNS <br />REQUIRE €ESS - <br />SE. WHERE <br />SnTCH ST BE <br />HOLDOWNS r INTO �THE WIDE FACE OF NOTED <br />.jtf STUDS <br />iy � SINKERS, � � <br />4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER 0 <br />FOR <br />CONCRETE CAST AGAINST SOIL PROVIDE 3' CLEAR TO ANCHOR BOLi <br />5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER"S <br />SPECIFICATIONS. <br />�aWHEN FIELDITI BECOME LESS THAN MINIMUM, CONTACT ENGINEER <br />PRIOR TO PROCEEDING. <br />HOLDOWN SCHEDULE <br />TOR HOLDOWtdS INSTALLED <br />IN NEW FOUNDAYlOhl5 <br />MODEL <br />ANCHOR BOLT <br />THRP1 BOLTS OR <br />NAILS/SCREWS <br />EMBEDMENT/ <br />MINIMUM <br />do <br />d� <br />do <br />STRAP LENGTH <br />EDGE D9ST. <br />CS14 <br />N/A <br />(3�)SINGLE <br />�4� + CLEAR <br />CENTER <br />� NA <br />PdP <br />STCJb� <br />SPAN <br />RIM JOIS <br />MS7C �3 N/A <br />54 tOd COFA�90N <br />(!N �Ol1BLE <br />4`�'�� <br />HOOK TO <br />BEAM NA <br />Ids <br />STIJD <br />BELOW <br />hiOL.DO1NN <br />NOTES <br />4, ALL —THREAD BOLTS SFlAl.l CONFORM 70 AS7M4 <br />A307. <br />20 MINIMUM <br />CONCRETE COMPRESSIVE STRENGTH fc <br />m 25430 PSI <br />3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDUll AND HHDQl <br />REQUIRE <br />. MINIMUM r <br />OST <br />' SIZE,N. HOLDOWNS ARE INSTALLED F <br />I <br />frHE # �i l OF k F 5T BE STITCH eFED TOGETHER <br />dY <br />E STUD, THE STUDS <br />4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL- FOR <br />CONCRETE <br />x f „ <br />ANCHOR <br />AGAINST SOIL PROMDE 3" CLEAR TO <br />SHALL5. NAILS/SCREWS TO HOLDOM POST PER MANUFACTURER'S <br />`rr^ <br />6. ALL n BOLTS <br />MUST <br />BE <br />* <br />� <br />e <br />.. RE —TIGHTENED �: PRIOR <br />ENCLOSING �.a SIDE <br />. �- <br />p <br />6 <br />0 <br />9' d <br />p� <br />No. Date By <br />F <br />Lli <br />4w <br />NMI <br />4 <br />