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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />RESAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />— VARIES PER ELE <br />Z c <br />d< <br />• I Q. <br />3 <br />a <br />O 1111.. CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />a a).• <br />' <br />0'-0" FIN. FLR. <br />- <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR WI 10"HOOK <br />BAR SIZE 48 BAR DIA. <br />z X <br />>O <br />#4 24" <br />m U <br />#5 30" <br />#6 1. <br />#7 42" <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'4Y' <br />EXT. PORCH SLAB <br />W/ 112" ISOLATION <br />JOINT(WHERE <br />APPLICABLE) <br />6" PVC CHASE— <br />THRU FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 <br />SPACING REQUIREMENTS <br />mw <br />U <br />ILZ <br />8" CMU WALL <br />p <br />a <br />-SEE SLAB SCHEDULE <br />4" CHAMFER (1STORY) <br />/ 6" CHAMFER (2STORY) <br />a <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 />_Z ", <br />BAR SIZE 48 BAR DIA. 0 <br />#3 18" U <br />#4 24" <br />#5 30" <br />#8 36" <br />#7 42" <br />TOP OF SLAB <br />e <br />d, <br />•d <br />d <br />a z <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />a ;1 <br />■ 4 <br />Q*I CMU UNIT DIMENSIONS <br />rol ARE NOMINAL SIZES <br />S 3 MASONRY SYMBOLS <br />SCALE: 3/4"=V-9' <br />144i N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />y <br />G <br />iD <br />i0 <br />SUDDIV. as LOT <br />lll <br />SILVERADO <br />LOT #11 <br />BIX #19 <br />PltCJSCT# <br />04128.002-11191 <br />HOD21W <br />4EBB <br />"1828—CALL" <br />GARAGE awMa: <br />LEFT <br />PAOIC: <br />DETAILS <br />150 MPH EXP. B <br />