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TO HORIZONTAL <br />REBAR W/ 10"HOOK <br />rr-TIE VERTICAL REBAR <br />GROUTED BOND SEAM <br />VARIES PER ELEV. <br />° <br />I <br />8 <br />4 <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0'-0" FIN. FLR. <br />°q <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />- <br />REBAR W/ 10" HOOK <br />�— <br />BAR SIZE 48 BAR DIA. <br />i w <br />#3 18' <br />H <br />#4 24" <br />#6 1., <br />#7 4z' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />15 <br />3 i <br />SPACING REQUIREMENTS <br />y <br />6i 8"CMU WALL <br />f <br />+_ <br />+_ D' n' <br />L,,'R <br />TOP OF SLAB <br />q - TOP OF SLAB <br />EXT. PORCH SLAB <br />[/�+• <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1-STORY) <br />z a <br />BAR SIZE 48 BAR DIA. <br />W/ 1/T ISOLATION <br />6" CHAMFER (2-STORY) <br />1B„ <br />JOINT (WHERE <br />♦ <br />#4 24" <br />APPLICABLE) <br />i - MATCH STEEL <br />#5 30' <br />6' PVC CHASE <br />REINFORCEMENT <br />tr <br />#6. <br />THRU FOOTING <br />� PER SCHEDULE <br />#7 4Z' <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR ABAR SIZE <br />PER SCHEDULE <br />BARRQUANTITY <br />AND B <br />PVC CHASE <br />HRU FOOTING <br />4 <br />SCALE: 3/4"=1'-O" <br />#5 BARS <br />■ <br />8` <br />a§ <br />CMU UNIT DIMENSIONS <br />m ARE NOMINAL SIZES <br />O 3 MASONRY SYMBOLS <br />SCALE. 3/4"=1'-0" <br />1� <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngmup.com <br />AA #: 0003325 J <br />qqqq <br />t <br />Gt <br />a6 <br />GSQQI <br />0�p <br />G <br />yQ��$ <br />a <br />Q <br />BQ�Q <br />V <br />y�p$� <br />$ <br />atMDIV. & LOT: <br />ABBOTT PARK <br />LOT #1 <br />BLK #12 <br />PHASE #4C <br />PROJECT* <br />04181.04C-01121 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE 8VMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DRINT mom"' <br />ATE: 10/26/21 <br />91CAL C: 1/4"=1'-O" <br />SHEET <br />sl.2A <br />