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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10• HOOK <br />- GROUTED BOND BEAM <br />I I VARIES PER ELEV. <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />- <br />0'-0' FIN. FLR. <br />TIE ERTICALREBAR <br />TO HORIZONTAL <br />REBAR W/10'HOOK <br />BAR SRE 48 BAR DIA. <br />Z ¢Lu <br />#4 24' <br />U <br />#5 30• <br />#e 3s• <br />#7 42 <br />HORIZONTALNERTICAL <br />REINFORCING <br />- SCALE: 3'4'_1b' <br />A <br />Z <br />N <br />OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. <br />#3 18• <br />METHOD #4 24 <br />HORIZONTAUVERTICAL #s 30 <br />REINFORCING #e 3e <br />rL <br />SCALE: 3/4'=1'-0' <br />#5 BARS <br />,.a - 1 <br />1,011 <br />FF 4 <br />k 1-0 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />A N C N I T N C TI{ <br />Grou i n <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdoslylgoup.com <br />AA #: 0003325 <br />IF DRAFTING By. <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />3439 BEAUMONT CENTER BLVD. <br />SUITE 10D4 <br />TAMPA, FLORIDA 33634 <br />PH: 813.886-2628 <br />FAX: 8134MS-2802 <br />aysa:v. ea 1 <br />SILVERADO <br />LOT#S <br />HLK 13 <br />PROJECT# <br />03719.000-08131 <br />MOaErj <br />JORDYN <br />GARAGE aWiNG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. C <br />