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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 />•i as <br />1' <br />3 <br />a <br />p CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />CD <br />- <br />0'-0' FIN. FLR. <br />• - <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />=1— <br />BAR SIZE 148 BAR DIA. <br />Z W <br />#3 18' <br />#4 24' <br />m ut <br />U <br />#5 30' <br />#8 36' <br />#7 42' <br />HORIZONTALNERTICAL <br />REINFORCING <br />(D- <br />SCALE: 3/ <br />Z <br />2 STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />5 } SPACING REQUIREMENTS <br />I. F <br />mW <br />U <br />fr W Z 8' CMU WALL <br />jam^' TOP OF SLAB n TOP OF SLAB <br />•SEE SLAB SCHEDULE IA. <br />Z W a <br />EXT. PORCH SLAB 8'CHAMFER (2-STORY) BAR SIZE 48 BAR D> n 4 <br />4' CHAMFER (1STORY) O <br />W/ 112' ISOLATION #3 18' m U • a <br />JOINT (WHERE ^ 4 #4 24- <br />APPLICABLE) Z - MATCH STEEL #5 30, <br />8' PVC CHASE REINFORCEMENT 1, <br />THRU FOOTING PER SCHEDULE #7 42 8' PVC CHASE THRU FOOTING <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 FOOTING <br />4 SCALE: 3/4'=1'-0' <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774,8078 <br />FAX: 407-7744078 <br />www.abdesigagroup.com <br />AA #: 0003326 <br />1 <br />�yp <br />F <br />tl�MIA <br />4 <br />o <br />� <br />kbk <br />6 <br />a <br />o <br />BUDDM as LOT <br />IN <br />ABBOTT PARK <br />LOT #18 <br />BLK #10 <br />PROJECT* <br />04181.000-18101 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE 91RMO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />D TZ 07/29/ 00 <br />SCALE 1/4"=i'-0" <br />eHEET <br />S1.2A <br />