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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BE <br />VARIES PER ELEV. <br />a 4: <br />gCLEAN <br />OUT REQUIRED <br />° <br />FOR INSPECTION <br />I. <br />0'-0" FIN. FLR. <br />TIE ERTICAL REBAR <br />$ - <br />TO HORIZONTAL <br />. <br />REBAR W/10"HOOK <br />BAR SIZE 148 BAR DIA <br />#3 18" <br />h <br />#4 24" <br />#5 30" <br />#6 36' <br />#7 4Z' <br />HORIZONTAUVERTICAL <br />%,� <br />REINFORCING <br />EXT. PORCH SLAB <br />W/ i/7' ISOLATION <br />JOINT(WHERE <br />APPLICABLE) <br />6" PVC CHASE <br />— <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />�52 <br />w <br />8" CMU WALL <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1 STORY) <br />6" CHAMFER (2STORY) <br />MATCH STEEL <br />f <br />REINFORCEMENT <br />H <br />PER SCHEDULE <br />SEE SCHEW LE <br />FOR WAD, BAR SIZE <br />AND BAR &AHFFfV <br />I VY Vr SIAtl -4- IOP OF SLAB <br />w. <br />4 4 <br />BAR SIZE 48 BAR DIA. <br />#3 18" <br />#4 24" <br />4 a <br />#5 30" <br />Jai 36 6" PVC CHASE THRU FOOTING <br />#7 1 47 <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"=1'-0' <br />#5 BARS <br />a' <br />a <br />1'V <br />JfJF <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />144i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />agF <br />21,18lis <br />1lMBIDIV. & W <br />ABBOTT PARK <br />LOT #16 BLK. #12 <br />PHASE: 4C <br />PROJECT* <br />04181.04C-16121 <br />"ODEle <br />4EBB <br />"1828—CALI" <br />GARAGE 81117NO. <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH . C <br />m <br />1DRA E: 2/04/22 <br />aA cLE: 1/4"=1'-0" <br />BPMET <br />s1.2-A <br />