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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 a <br />i44i N. RONALD REAGAN BLVD <br />LONGVVOOD,FL32780 <br />PH:407-77"078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />#5 BARS <br />Ell <br />8" <br />lk <br />a <br />a <br />CLEAN OUT REQUIRED <br />V-0" <br />FOR INSPECTION <br />Q <br />m <br />�Ic <br />�� <br />O <br />0'-0' FIN. FLR. <br />• <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />R <br />REBAR W/ 10" HOOK <br />X <br />3� <br />y <br />C <br />b <br />� <br />ixx5 <br />a <br />a <br />BAR SIZE 148 BAR DIA.�c <br />2 ¢ #3 2 24' #4 CMU UNIT DIMENSIONS <br />Q ARE NOMINAL SIZES <br />42• O� q MASONRY SYMBOLS <br />HORIZONTAWERTICAL `� SCALE:3/4'=1'-0' R40RCING ' <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0- SPACING REQUIREMENTS <br />mw <br />U <br />¢O N Z 8' CMU WALL <br />oA <br />LAB TOP OF S4 TOP OF SLAB <br />�• -SEE SLAB SCHEDULE -SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. > <br />EXT. PORCH SLAB 4- CHAMFER (1-STORV) m OU c a • , ° <br />W/ 1/2" ISOLATION 6- CHAMFER (2STORY) <br />JOINT (WHERE • < #4 24' <br />APPLICABLE) Z . MATCH STEEL 45 30' <br />i REINFORCEMENT <br />6' PVC CHASE PER SCHEDULE #6 6' PVC CHASE THRU FOOTING <br />MO <br />sUDDIV. & LOT <br />ABBOTT PARK <br />LOT #18 <br />BLK #15 <br />PROJECT# <br />04181.000-18151 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />THRU FOOTING #7 42. 160 MPH EXP. I <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WxD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />EP 0 9 0 <br />(DTIHRUFOOTING <br />SCALE: 3/4'=1'-0' <br />D . 09/01/20 <br />CALF: 1/4"=1'-0" <br />SHEET <br />S1.2A <br />