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TIE VERTICAL REBAR <br />HORIZONTAL <br />TO <br />EBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />° <br />Z <br />#5BARS <br />FEI.m <br />5 <br />a <br />CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />m <br />v � <br />TIE-/ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BASZE 8BAR DA. <br />Z W #3 18" <br />LU > #4 24" <br />#5 30" <br />#6 36" <br />#7 47' <br />HORIZONTALNERTICAL <br />REINFORCING <br />0 SCALE: 3/4"=l'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a L SPACING REQUIREMENTS <br />�w <br />U <br />� J <br />w 0- Z 8" CMU WALL <br />TOP OF SLAB ° TOP OF SLAG <br />SEE SLAB SCHEDULE Z w <br />BAR SIZE 48 BAR DIA. > <br />EXT. PORCH SLAB <br />�"T 4" CHAMFER (1STORY) 18„ O <br />WI 1/2" ISOLATION 6" CHAMFER (2-STORY) <br />JOINT (WHERE • #4 24" a`a <br />APPLICABLE) Z - MATCH STEEL 30" <br />REINFORCEMENT <br />6" PVC CHASE PER SCHEDULE 38 6" PVC CHASE THRU FOOTING <br />THRU FOOTING <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"=T-0" <br />• �I <br />11 * * it ; <br />a <br />CMU UNIT DIMENSIONS <br />co <br />ARE NOMINAL SIZES <br />V MASONRY SYMBOLS <br />3 SCALE: 3/4"=l'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdealgngroup.eom <br />AA #: 0003325 <br />7 <br />O <br />ABBOTT PARK <br />LOT #23 <br />BLK. #8 <br />PROJECT# <br />04181.000-23081 <br />MODEU <br />4EBB <br />"1828-CALI" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />DETAILS <br />V.160 MPH EXP. C <br />