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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />Z <br />GROUTED BOND <br />BEAM <br />iv <br />— <br />VARIES PER ELEV. <br />Z � <br />N <br />.I <br />la- <br />Q <br />O <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />Q <br />ca <br />' <br />0'-0' FIN. FLR. <br />TIE RTICAL REBAR <br />TO HORIZONTAL <br />a.:. <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Z <br />#3 18" <br />0 <br />#4 24" <br />U <br />#5 30 <br />#6 36 <br />#7 42" <br />HORIZONTALNERTICAL <br />REINFORCING <br />r <br />SCALE:3/4"=1'-0" <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 />CELL SEE PLAN FOR SIZE AND <br />a <br />SPACING REQUIREMENTS <br />mW <br />� J <br />Z <br />8" CMU WALL <br />0 <br />M <br />l <br />-SEE SLAB SCHEDULE <br />4" CHAMFER (I -STORY <br />) <br />/ 6"CHAMFER(2STORY) <br />z MATCH STEEL <br />g REINFORCEMENT <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />&H� <br />OFFSET METHOD CONTINUOUS BAR SIZE 48BAR DIA <br />#3 18" <br />METHOD #4 24" <br />HORIZONTAL/VERTICAL #5 w <br />"6 <br />�) #7 REINFORCING � <br />G 42" <br />SCALE: 3/4"=1'-0" <br />z0� <br />BAR SIZE 48 BAR DIA. 0 <br />#5 1 30" <br />NG <br />REINFORCEMENT <br />PER SCHEDULE <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAK 407-7744078 <br />wwwAbdesigngrottp.com <br />AA li: 0003325 <br />Y <br />h <br />Q <br />kq <br />Lq <br />O <br />3X <br />SVHDIV. a. W <br />ABBOTT PARK <br />LOT #4 <br />BLK. #11 <br />PROJECT/I <br />04181.000-04111 <br />1[ODEL" <br />3EAB <br />"1504- ALLE)C <br />GARAGE 31►ndG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />