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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 1P[r—' HOOK <br />GROUTED BONDBEAM <br />4 VARIES PER ELEV. <br />1441 N. RONALD REAGAN BLVD. <br />- LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-774-4078 <br />a - www.abdesigngroup.com <br />4 AA #: 0003325 <br />#5 BARS <br />■ <br />5 <br />S CLEAN OUT REQUIRED <br />FOR INSPECTION <br />111 m <br />ra <br />0'-0" FIN. FLR. <br />a TIE ERTICAL REBAR <br />. a TO HORIZONTAL ■ 4 <br />4,. REBAR W/ 10" HOOK <br />mod_ <br />j <br />0 <br />BAR SIZE 48 BAR DIA.�c <br />#3 16' <br />CMU UNIT DIMENSIONS <br />H 4 30,E b ARE NOMINAL SIZES <br />#6 36' <br />#7 42' O�Q MASONRY SYMBOLS <br />HORIZONTAUVERTICAL `• SCALE: 3/4"=1'-0" y <br />REINFORCING � W <br />1 SCALE: 3/4"=1'-O" <br />0 <br />mA <br />STEEL REINFORCING IN GROUTED <br />a <br />0 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />mw <br />U <br />w <br />, E <br />8" CMU WALL <br />0-0 <br />TOP OF SLAB <br />4 TOP OF SLAB <br />EX T PORCH SLAB <br />° <br />SEE SLAB SCHEDULE <br />4" CHAMFER("TORY) <br />BAR SIZE 48 BAR DIA. <br />4 <br />W/ 1/Z' ISOLATION <br />6" CHAMFER (2-STORY) <br />m o <br />JOINT (WHERE <br />24' <br />#4 24" <br />APPLICABLE) <br />i - <br />MATCH STEEL <br />30" <br />6' PVC CHASE <br />f <br />!v <br />REINFORCEMENT' <br />PER SCHEDULE <br />6" PVC CHASE THRU FOOTING <br />aysaiv ae LOT: <br />ABBOTT PARK <br />LOT #25 <br />BLK #12 <br />PROJL'CTp <br />04181,000-2 121 <br />4EBB <br />"1828-CALL" <br />aA L#.GZ INIMUM: <br />LEFT <br />PAGM <br />DETAILS <br />I160 MPH EXP. C <br />THRU FOOTING <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT ST <br />FOR WtD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />S 22 <br />aP 09/21/21 <br />NICAM 1/4"=l'-0" <br />sl Emm <br />s1.2A <br />