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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />Z <br />tV <br />a. <br />• I a. <br />� CLEAN OUT REQUIRED <br />Q ' FOR INSPECTION <br />4 <br />TIETVERTICAL REBAR <br />�, • a • TO HORIZONTAL <br />RESAR W/ 10" HOOK <br />BAR SIZEI 48 BAR DIA <br />a #3 18" <br />#4 24" <br />U # 5 30" <br />#6 36' <br />#7 42' <br />HORIZONTAUVERTICAL <br />D REINFORCING <br />SCALE: 314"=1'-0" <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />SPACING REQUIREMENTS <br />W <br />U <br />U <br />�O <br />Z <br />8" 'MU WALL <br />SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB <br />W/ lfZ' ISOLATION <br />6' CHAMFER (2STORY) <br />��4'.CHAMFER(1STORY) <br />JOINT (WHERE <br />APPLICABLE) <br />MATCH STEEL <br />6" PVC CHASE <br />i <br />REINFORCEMENT <br />THRU FOOTING <br />^ <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WxD BAR SIZE <br />= BAR SIZE 48 BAR DIA WO <br />#3 1&, U <br />#4 24' <br />#6 30" <br />#6 36" <br />#7 1 47' <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 314"=1-0" <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />E <br />8" <br />so zo <br />z <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />O MASONRY SYMBOLS <br />3 SCALE: <br />1441 N. RONALD RFAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />` AA #: 0003325 J <br />j <br />1il <br />sxmDIv. as WT: <br />ABBOTT PARK <br />LOT #5 <br />BLK. #9 <br />PROJECT# <br />04181.000-05091 <br />MODE <br />4EBB <br />"1828-CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />7 <br />DATE:5/05/21 <br />>sCAL.E: 1/4"=V-0" <br />SHEET <br />S1.2A <br />