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TIE VERTICAL RESAR <br />TO HORIZATIONAL <br />REBAR W/ 10, HOOK <br />GROUTED SOME) BEAM <br />TIE VERTICAL REBAR ,. VARIES PER ELEV. <br />TO HORIZONTAL 4. .a •... .".Z"4• .:'4. <br />REBAR W/ 10" HOOK ,o- <br />GROUTED BOND BEAM <br />- VARIES PER ELEV. <br />e 1441 N. RONALD REAGAN BLVD. <br />._..44 • LONGWOOD, FL 32750 <br />� . 4' < PM: 407-774-8078 <br />FAX: 407-774-4078 <br />i' www.abdealgngroup.com <br />AA M: 0003325 i <br />4 % o #5 BARS <br />10' HOOK <br />e^ <br />A, CLEAN OUT REQUIRED 4 .. �; '• �•� , i:.• .� 4 • ' • 7•a <br />FOR INSPECTION <br />I •.m <br />o •• <br />. o <br />0'-0" FIN. FLR. <br />'o :tea TIE ERTICAL REBAR jI <br />' a TO HORIZONTAL .I� ❑ 4 <br />4,4 REBAR W/ 10" HOOK <br />�L <br />17 <br />r <br />g <br />A <br />BAR SIZE 48 BAR DIA�� <br />#3 16" <br />5 #4 24" <br />M u viuq <br />CMU UNIT DIMENSIONS <br />#6 30OFFSET METHOD CONTINUOUS BAR SIZE 488ARDIAARE NOMINAL SIZES <br />#6 36" #3 19,#7 4y' METHOD #4 24" / MASONRY SYMBOLS A <br />HORIZONTAL/VERTICAL HORIZONTALIVERTICAL #5 3d' * 3 SCALE:3/4"=1'{Pg 1 <br />u- \\ y� <br />REINFORCING REINFORCING #6 36 W <br />1 2 #7 42" 7 <br />SCALE: 3l4"=1'-0' SCALE: O <br />STEEL REINFORCING IN GROUTED <br />DELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />w <br />B" CMU WALL <br />TOP OF SLAB <br />"4 TOP OF SLAB <br />• <br />•^• <br />EXT. PORCH S7�� <br />• <br />^ <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1STORY) <br />BAR SIZE 48 BAR DIA. <br />.4• <br />4 <br />z'e <br />: q <br />W/ 1YY' ISOLAT <br />6" CHAMFER (2STORY) <br />18, <br />�" , • 4 <br />JOINT (WHERE <br />{ <br />#4 24" <br />4 " <br />APPLICABLE) <br />MATCH STEEL <br />30" <br />6" PVC CHASE <br />7v <br />REINFORCEMENT <br />PER SCHEDULE <br />36 <br />6' PVC CHASE THRU FOOTING <br />SVHDIv ee LOT <br />ABBOTT PARK <br />LOT# 38 <br />BLK. 7 <br />PROJECT <br />04181.00 -38071 <br />MODEL <br />3EAB <br />"1504-ALLEX" <br />GARAGE SKIING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH <br />THRU FOOTING #7 qy' <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR MD, BAR SEE PER SCHEDULE <br />AND BAR QUANTT PVC CHASE 2 2� <br />THRU FOOTING <br />4 <br />t` <br />AR 23 <br />DATE: 06/14/21 <br />SCALE: 1/4"=1'-0" <br />SiizaT <br />S1.2A <br />