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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />-GROUTED BOND BEAM <br />w <br />Is <br />CL <br />d <br />p �. CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />-PI I <br />0'-0" FIN. FUR . <br />.a '. ;•a <br />! <br />TIE ERTICALRESAR <br />. 'A • <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />_77— <br />Z w <br />U <br />M#74z,] <br />HORIZONTAUVERTICAL <br />REINFORCING <br />EXT. PORCH SLAB <br />W/ 1f7' ISOLATION <br />JOINT(WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />0 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />C <br />W <br />IL <br />IL <br />�O <br />2C <br />8" CMU WALL <br />0 <br />SEE SLAB SCHEDULE <br />6" CHAMFER (2STORY) <br />Z <br />MATCH STEEL <br />f <br />REINFORCEMENT <br />iv <br />PER SCHEDULE <br />~ SEE SCHEDULE <br />FOR W%D, BAR SIZE <br />AND BAR QUANTITY <br />i ur Vr aive : 4' IVY VY JLAtl - <br />zw 4' <br />BAR SIZE 48 BAR DIA. O a : e • ' •4 <br />a' <br />#3 18" �U �t • 4 <br />#4 24" <br />e• <br />#5 30" <br />S' PVC CHASE THRU FOOTING <br />#7 47 <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />#5 BARS <br />1 <br />io <br />® <br />010 cc <br />Ell <br />CMU UNIT DIMENSIONS <br />�p ARE NOMINAL SIZES <br />© MASONRY SYMBOLS <br />3 SCALE: 3X'=1'-0" <br />1441 N. RONALD REAGAN BLVD.I <br />LONGWOOD, FL 32750 <br />PH: 407-77446078 <br />FAX: 407.7744078 <br />www.abdeslgagrou p.eom <br />AA .003325 J <br />6 <br />y <br />C <br />7r�rD <br />6 <br />iTC <br />Q <br />C <br />exam as LOT: <br />ABBOTT PARK <br />LOT #19 <br />BLK. #7 <br />0441181007-19071 <br />MOOR r <br />4EBB <br />"1828-CAIJ <br />GARAG30 i91 OFG: <br />RIGHT <br />PAGM <br />DETAILS <br />160 MPH EXA C <br />D � 5/08/21 <br />ecwta: 1/4"=1'-0" <br />Nice= <br />S1.2A <br />