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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/10"HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELE <br />Z e <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />.. L .: TIEtiERTICAL REBAR <br />. +� .:•a <br />.: <br />t <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />—L <br />BAR SIZE 48 BAR DIA. <br />Z <br />#3 1 18' <br />U <br />U <br />#4 24" <br />#6 30 <br />#6 38 <br />HORIZONTAUVERTICAL <br />#7 4r <br />REINFORCING <br />SCALE: 314"=1'-U" <br />Z STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />n: SPACING REQUIREMENTS <br />W <br />U <br />o Z O 8' CMU WALL <br />Fo <br />-a <br />0. TOP OF SLAB • 4' TOP OF SLAB <br />• SEE SLAB SCHEDULE ? w a. • n "• <br />BAR SIZE 48 BAR OIA. > + : •' '• a <br />EXT. PORCH SLAB ^ 4" CHAMFER (1-STORY) 93 18. U ! �� : s• e <br />W/ 1/2' ISOLATION 6- CHAMFER (2STORY) <br />JOINT (WHERE f • " #4 24" <br />APPLICABLE) Z MATCH STEEL <br />#5 30 <br />6" PVC CHASE REINFORCEMENT <br />SCHEDULE <br />PER SCHEDULE 36' 6" PVC CHASE THRU FOOTING <br />THRU FOOTING #7 47 <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING <br />4 SCALE: 3/4'=1'-O' <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REA— BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX: 407.774.4078 <br />www.abdosigngroup.com <br />AA M:0003325 <br />:Sy <br />o <br />rb <br />6 <br />O <br />sysniv as LAa�: <br />ABBOTT PARK <br />LOT #5 <br />BLK #S <br />P1WJmCT <br />04 . - 5 <br />MOOR .: <br />4EBB <br />"1828-CALI" <br />GARAaa EVInM: <br />RIGHT <br />PAOW: <br />DETAILS <br />160 MPH EXP. C <br />