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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />Z <br />N� <br />— <br />e <br />5 <br />a <br />O CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />m <br />' <br />0'-0" FIN. FLR. <br />° <br />TIE RTICAL REBAR <br />TO HORIZONTAL <br />- <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Zloc <br />uj <br />#3 18" <br />O <br />#4 24" <br />M U <br />#5 30 <br />#6 36 <br />#7 42" <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />Z <br />� <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a <br />SPACING REQUIREMENTS <br />mW <br />U <br />� J <br />Z <br />8" CMU WALL <br />ow <br />TOP OF SLAB <br />° - <br />TOP OF SLAB <br />PORCHSLABTION <br />SEE SLAB SCHEDULE <br />4" CHAMFER (I -STORY) <br />Z W <br />BAR SIZE 48 BAR DIA > <br />03 18, <br />° <br />° a <br />W//�/2 <br />, <br />6" CHAMFER (2STORY) <br />. <br />JOINT (WHERE <br />#— <br />#4 <br />24" <br />APPLICABLE) <br />Z <br />MATCH STEEL <br />#5 <br />30" <br />6" PVC CHASE <br />REINFORCEMENT <br />ER SCHEDULE <br />6" PVC <br />CHASE THRU FOOTING <br />THRU FOOTING <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WxD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 31VV-0" <br />#5 BARS <br />,. '. ,. <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />.I' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />W wwAbdCSlgf I9roW. W f II <br />AA #: OD03325 <br />wo��ra? <br />w. <br />al <br />b <br />i <br />gp <br />V <br />� <br />5 <br />r <br />4n <br />w <br />f <br />O <br />StmDLV. a Lo <br />ABBOTT PARK <br />LOT #28 <br />BLK. #11 <br />PROJECT# <br />04181.000-28111 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE 911IN7G: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH FjXP. C <br />