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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 70" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />d <br />sq• s <br />q.. <br />• I .q <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />O <br />0'-0•' FIN. FUR. <br />+� ', ;•a .• TIE ERTICAL REBAR <br />b TO HORIZONTAL <br />REBAR W/ 70" HOOK <br />BAR SIZE 148 BAR DIA. <br />#3 18" <br />#4 id <br />U <br />t15 <br />#6 #7 <br />HORIZONTAUVERTICAL <br />REINFORCING <br />I SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />o <br />SPACING REQUIREMENTS <br />0. <br />8" CMU WALL <br />TOP OF SLABq' <br />• <br />TOP OF SLAB <br />•! <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1STORY) <br />BAR SIZE 48 BAR DIA. <br />18" �+ <br />.q <br />a . <br />a : • " <br />•q 4 ! <br />: <br />q <br />W/ 1/2' ISOLATION <br />6" CHAMFER (2STORY) <br />t • <br />JOINT (WHERE <br />APPLICABLE) <br />MATCH STEEL <br />#4 2411 <br />per 3a' <br />6"PVC CHASE <br />a REINFORCEMENT <br />PER SCHEDULE <br />THRU FOOTING <br />#7 42^ <br />S. PVC CHASE THRU FOOTING <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR MD, BAR SIZE <br />PER SCHEDULE <br />AND EAR QUANTD <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4'ol- <br />#6 BARS <br />Eli�j <br />CMU UNIT DIMENSIONS <br />B ARE NOMINAL SIZES <br />O/y`% MASONRY SYMBOLS <br />1441 N. RONALD REAGA]BLVD. <br />LONGWOOD, FL 327PH: 407-774-607FAX: 407.774407www.abdesigngrouP. <br />AA M: 000332b <br />U <br />8L7E to LOT: <br />ABBOTT PARK <br />LOT #27 <br />BLK #7 <br />PROJECT <br />04181.00 —27071 <br />MODI IC <br />4EAB <br />"1672—ARIA" <br />GARAGE 8WING: <br />RIGHT <br />PAGE <br />DETAILS <br />160 MPH EXP. C <br />