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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />Q _ <br />z a <br /><I tra. <br />Q <br />CLEAN OUT REQUIRED <br />w FOR INSPECTION <br />e . ( <br />` <br />0`0 FIN.FLR. <br />n e <br />TIE RTICAL REBAR <br />a <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />7-7 <br />BAR SIZE 48 BAR DIA. <br />�11�� <br />Z W <br />#3 18 <br />i <br />#4 24" <br />U <br />#5 30" <br />#6 36" <br />#7 41 <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 314,1'-0" <br />i <br />� STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 SPACING REQUIREMENTS <br />mW <br />U <br />i 8" CMU WALL <br />P <br />TOP OF SLAB a TOP OF SLAB <br />SEE SLAB SCHEDULE Z W <br />EXT. PORCH SLAB BAR SIZE 48 BAR CIA. g > <br />W/ 1/2" ISOLATION 4" CHAMFER (I -STORY) <br />JOINT (WHERE a 6" CHAMFER (2STORV) 04 24' <br />APPLICABLE) i MATCH STEEL <br />#5 30" <br />f REINFORCEMENT <br />6"PVC CHASE PER SCHEDULE " V' PVC CHASE THRU FOOTING <br />THRU FOOTING #7 42" <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING <br />4 SCALE: 3l4"=1'-0" <br />#5 BARS <br />11M 4 <br />m <br />El o <br />oCMU UNIT DIMENSIONS <br />n <br />ARE NOMINAL SIZES <br />/y` MASONRY SYMBOLS <br />Y. 3 SCALE: 3/4"=l'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroOP.com <br />AA #: 0003328 <br />F <br />C <br />h <br />22 <br />6 <br />will <br />i <br />Z <br />O <br />atMDIV ae LOT <br />SILVERADO <br />LOT #36 <br />BLK #18 <br />Pp.on=T# <br />04128.002-36181 <br />MODEIA <br />4EWB <br />"1499-FREEPORT" <br />OARAGM BWMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />