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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />z <br />GROUTED BOND BEAM % <br />f <br />. <br />4 <br />4 <br />•I <br />.4 <br />o A CLEAN OUT REQUIRED <br />FOR INSPECTION <br />m <br />FIN. FUR. <br />'� <br />". ;•a ] • <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />�L <br />BAR SIZE 48 BAR DIA77 <br />#3 18" <br />x <br />#4 24" <br />�U <br />#6 30" <br />#7 47' <br />HORIZONTAUVERTICAL <br />� <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. <br />#3 18" <br />METHOD #4 24'• <br />HORIZONTAUVERTICAL #8 30" <br />REINFORCING; 4z' <br />SCALE: 3/4"=1'-0' <br />STEEL REINFORCING IN GROUTED <br />s <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />mU <br />�d <br />0 <br />� s 8"CMU WALL <br />TOP OF SLAB <br />.4 <br />4' TOP OF SLAB <br />• <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (iSTORY) <br />BAR SIZE 48 BAR DIA. <br />#3 18" M $ <br />4.•^ " <br />' •4. 4 Z <br />4 t '• 4 <br />W/ 1/7' ISOLATION <br />6" CHAMFER (2-STORY) <br />JOINT(WHERE <br />44 24" <br />APPLICABLE) <br />MATCH STEEL <br />#6 30" <br />4 , <br />6" PVC CHASE <br />x REINFORCEMENT <br />h <br />36 <br />THRU FOOTING <br />PER SCHEDULE <br />#7 4,MATCH <br />6" PVC CHASE THRU FOOTING <br />STEEL <br />REINFORCEMENT <br />SEE SCHEDULE <br />PER SCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4"=1'-0" <br />nV <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />a <br />O <br />DtMDIV. Aa LO P <br />ABBOTT PARK <br />LOT# 34 <br />BLK. 7 <br />PROJECT <br />04181.00 -34071 <br />HODEIA <br />3EAB <br />"1504- ALLEX" <br />GARAGE SIM MG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E C <br />A 17 2011 <br />PRTNT <br />DATE, 06/14/21 <br />SCALE: 1/4"=V-0" <br />511=T <br />s1.2A <br />