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TIE VERTICAL REBAR <br />TO HORIZATIONAL A I C N I I C T I <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR �c VARIES PER ELEV. <br />TO HORIZONTAL { <br />REBAR Z 10" HOOK Z e • 9 ° <br />° Design <br />GROUTED BOND BEAM � Grou Lam. <br />VARIES PER ELEV. ° <br />Z d 1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 92750 <br />- - °`- PH: 407-77"078 <br />FAX: 407-774-4078 <br />a a www.abdeslgngroup.com <br />❑ 0 AA #: 0003325 <br />Q #5 BARS <br />00 m DRAFTING BY: <br />FM <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />10" HOOK 5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />I.i 8 TAMPA, FLORIDA 33634 <br />Jf,�k PH: 813886-2628 <br />g c ate_ f ° FAX: 8134;M2802 <br />ZN 1-D„ <br />0 CLEAN OUT REQUIRED+• —_ ^ �� ••�2°00 <br />D: FOR INSPECTION <br />It • • <br />OI <br />4 ° �,-0�� <br />o: <br />E 9 I'll I 1 -11 - <br />0`0 FIN. FLR. <br />•° • TIE ERREBAR A. <br />_ <br />° TO HORIZONTAL El <br />� <br />REBAR W/ 10" HOOK <br />,,��(BAR SIZE 48 BAR DI�1 <br />Z W #3 181, _ C <br />CMU UNIT DIMENSIONS CC <br />O #4 34" • � ;0 ARE NOMINAL SIZES <br />#6 36" <br />OFFSET METHOD CONTINUOUS BAR SIZE 48BAR DIA. . a ..... <br />#T 42' METHOD #4 24" MASONRY SYMBOLS <br />HORIZONTALNERTICAL HORIZONTAL/VERTICAL #5 30" * 3 SCALE: 3/4"=1'-a' <br />REINFORCING REINFORCING ##;, <br />I <br />wJ <br />8NO' MASONRY COLUMN W/ <br />(2) #5'S ARE DESIGNED TO BE <br />PLACED IN CONTACT WITH <br />THE INSIDE OF THE INTERIOR <br />BLOCK 8 EXTERIOR FACES OF THE <br />❑ © AWN W1#5 <br />DOWEL <br />IN FOUONDATION <br />81. <br />DOUBLE FILLED CELL <br />4 SCALE: 3/4"=1'-0" <br />DUBDIV. de LOT: <br />SILVERADO <br />LOT #14 <br />BLK. #16 <br />PROJECT <br />03719.001-14161 <br />MODEL <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MP <br />A <br />NO 937 <br />DATE 7/09/21 <br />8CALE: 1/41�0-SHEETs1.2 <br />