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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />— <br />a <br />Z <br />iv <br />• <br />I as <br />• <br />0 CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />n] <br />- I TIE- /ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/10"HOOK <br />BAR SIZE 48 BAR DIA. <br />z w #3 18" <br />>O #4 24' <br />U #5 39 <br />#6 36" <br />#7 4r <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 314"=V-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 />s: <br />o> <br />U <br />oN �'Z <br />o. <br />/f TOP OF SLAB ° <br />SEE SLAB SCHEDULE Z W ° <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER(1 STORY) 18, �O • ° II. CHAMFER (2STORY) <br />#4 24" 4 <br />Z MATCH STEEL #5 30" <br />2 REINFORCEMENT 06 <br />PER SCHEDULE 38 6" PVC CHASE THRU FOOTING <br />#7 ar• <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: 31-1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />8" CMU WALL <br />#5 BARS <br />�I <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />Y�s <br />E <br />C <br />avaaiv ae L/oT: <br />ABBOTT PARK <br />LOT ##5 <br />BLK ##15 <br />PROJECT* <br />04181.000-05151 <br />1 "'1 1408" <br />"DAKOTA" <br />GARAGE S1/I90: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH F.V. C <br />