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J <br />Q <br />0 <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR WI 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />I. <br />i <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />•a e i TIETVERTICAL REBAR <br />q TO HORIZONTAL <br />REBAR WI 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Z W� #3 18" <br />> #4 24" <br />M �U #5 30" <br />#6 36" <br />#7 42" <br />HORIZONTALNERTICAL <br />1 SCALE: INFORCING <br />RE3/4"=1'A" <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE— <br />THRU FOOTING <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />4. <br />CELL SEE PLAN FOR SIZE AND <br />0 <br />SPACING REQUIREMENTS <br />U <br />� J <br />0 lap <br />Z <br />8"CMU WALL <br />0 <br />M <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1-STORY) <br />IT' CHAMFER (2-STORY) <br />Z MATCH STEEL <br />i REINFORCEMENT <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />0'-0" <br />+- 0'-0' <br />TOP OF SLAB <br />q <br />TOP OF SV+B <br />BAR SIZE <br />48 BAR DIA. <br />2 uj <br />q <br />#3 <br />18" <br />n <br />4 <br />#4 <br />24" <br />qs <br />#5 <br />30" <br />#6 <br />39' <br />6" PVC <br />CHASE THRU FOOTING <br />#7 <br />42" <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />�1 <br />0 <br />ED] <br />CMU UNIT DIMENSIONS <br />to <br />ARE NOMINAL SIZES <br />O 3 MASONRY SYMBOLS <br />SCALE: 3/4"=l'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdealgngroup.00m <br />AA #: 0003325 <br />1 <br />Y <br />gar <br />ITI <br />.1 <br />9v13Div ac LOT: <br />ABBOTT PARK <br />LOT #20 <br />BLK 15 <br />PROJECT# <br />04181.000-20151 <br />MODIM <br />4EBB <br />"1828-CALI" <br />GARAGE STIMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />