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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />RESAR W/ ", HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />z e <br />H d:. <br />"I .a <br />p 4. CLEAN OUT REQUIRED <br />FOR INSPECTION <br />'d1.. I TIETVERTICAL REBAR <br />. d� 3 • <br />TO HORIZONTAL <br />_ <br />REBAR W/ 10" HOOK <br />a. <br />BAR SIZE 148 BAR DIA <br />Z W <br />#3 18' <br />>> <br />U <br />#4 id <br />#5 #6#7 <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q p: <br />G TC <br />SPACING REQUIREMENTS <br />mw <br />U <br />h <br />p <br />i <br />8' CMU WALL <br />�. T <br />TOP OF SLAS <br />d <br />TOP OF SLAB <br />(t•/. <br />\-SEE <br />SLAB SCHEDULE <br />BAR SIZE <br />48 BAR DIA. <br />>#3 <br />• ' d <br />EXT. PORCH SLAB <br />^ <br />4" CHAMFER (1-STORK <br />UU <br />° d <br />W/ 112" ISOLATION <br />6" CHAMFER (2STORY) <br />18" <br />' <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />MATCH STEEL <br />#5 <br />30 <br />8" PVC CHASE <br />� <br />REINFORCEMENT <br />PER SCHEDULE <br />38' <br />6" PVC <br />CHASE THRU FOOTING <br />THRU FOOTING <br />#7 <br />4r <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WXD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4'=1'-0" <br />#5 BARS <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-77445078 <br />FAX: 407-774.4078 <br />www.abd*sWngroup.com <br />AA#: 0003326 <br />S <br />aysnm as LOT. <br />ABBOTT PARK <br />LOT #1 <br />BLK. #10 <br />PROJl70T�1 <br />41 ,000- <br />MODZU- <br />4EBB <br />"1828-CALM" <br />GARAGM OWDIM: <br />RIGHT <br />PAOZ: <br />DETAILS <br />160 MPH EXP. C <br />PRUNT <br />DATjM 11/25/19 <br />aCALM 1/4"=1'-0" <br />axENr <br />s1.2A <br />