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TIE VERTICAL RESAR TO HORIZONTAL A <br />REBAR W/ 10" HOOK Y <br />3 <br />GROUTED BOND BEAM L <br />a <br />♦ I trq. <br />1. <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0'-0' FIN. FLR. <br />-•- <br />TIE ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />—` <br />BAR SIZE 48 BAR DIA. <br />#3 18" <br />F o <br />#4 24" <br />#6 30" <br />>� 36, <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 314"=l'-0" <br />OFFSET METHOD CONTINUOUS I BAR�SIZE 48 BAR DIA. <br />METHOD 04 24" <br />HORIZONTALIVERTICAL #6 30" <br />,, REINFORCING 361 <br />#7 z. <br />G SCALE: 3/4"=1'-0" <br />#5 BARS <br />D <br />s^ <br />X--X' <br />E'l- <br />CMU UNIT DIMENSIONS <br />� ARE NOMINAL SIZES <br />•/%,� MASONRY SYMBOLS <br />STEEL REINFORCING IN GROUTED <br />i <br />CELL SEE PLAN FOR SIZE AND <br />a a <br />SPACING REQUIREMENTS <br />U <br />�d <br />w <br />8' CMU WALL <br />�. <br />TOP OF SLAB <br />q <br />TOP Ora <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4"CHAMFER (LSTORV) <br />BAR SIZE 48 BAR DIA <br />�' <br />° q <br />W/ 112 IS <br />• <br />6" CHAMFER (2-STORY) <br />18' <br />JOINIT(WHERE <br />APPLICABLE) <br />i <br />MATCH STEEL <br />#4 <br />#6 <br />24" <br />30' <br />.4 e <br />6" PVC CHASE <br />THRU FOOTING <br />iv <br />REINFORCEMENT <br />PER SCHEDULE <br />#7 <br />42" <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR MO, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 314"=l'•O" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32760 <br />PH:.407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />qq <br />� <br />� <br />ixxp <br />O <br />Q <br />6 <br />a <br />Will <br />MMO <br />SUDDIV. ee LOT <br />ABBOTT PARK <br />LOT# 14 <br />BLK. 11 <br />PROJECT* <br />04181.000-14111 <br />MODELc <br />3EAB <br />"1504- ALLEX" <br />GARAGE BVrDCG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 H Elf. C <br />