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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/10'HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />a <br />i <br />4'- <br />c <br />CLEAN OUT REQUIRED <br />45 <br />FOR INSPECTION <br />D <br />I . <br />0'-0' FIN. FLR. <br />% , <br />TIE VERTICAL REBAR <br />..� S <br />TO HORIZONTAL <br />°.: <br />REBAR W/10'HOOC <br />�4— <br />BAR SIZE 48 BAR DIA <br />#3 1 18" <br />n <br />#4 24" <br />#8 38' <br />#7 42 <br />HORIZONTAUVERTICAL <br />REINFORCING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />�U <br />D1. 8" CMU WALL <br />4--'�:9-'^•' � I UN OF SLAtl ' � 4 TOP OF SLAB - <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA q ¢ �d 4 <br />EX 1/2" ISOLATION 4" CHAMFER (1STORY) <br />JOINT (WHERE ^ # 6"CHAMFER (2STORV) 24 <br />APPLICABLE) 2E ATCH STEEL 4 <br />f REINFORCEMENT #5 30' <br />8" PVC CHASE >r PER SCHEDULE #e 38' 6" PVC CHASE T.R. FOOTING <br />THRU FOOTING #7 42" <br />MATCH STEEL <br />BEE SCHEDULE REINFORCEMENT <br />FOR WxD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING <br />SCALE: 3/4"=1' 0' <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-77"078 <br />FAX: 407-774.4078 <br />Ww Abdeslgngmup.com <br />AA #: 0003325 <br />i <br />ti <br />aiJaaIV t¢ L.OT <br />ABBOTT PARK <br />LOT #5 <br />BLK #14 <br />PHASE #4c <br />PROJMT* <br />04 81.04C-05141 <br />MODEL• <br />4EWB <br />"1499-FREEPORT" <br />GA1�ACiE mwmwG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />