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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ tD. GROUTEDBONDEAM <br />- VARIES PER ELEV. <br />e 1441 N <br />f . RONALD REAGAN BLVD. <br />< as <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407.774-4078 <br />www.abdealgngrouP.cwn <br />AA S: 0003325 <br />i!6 BARS <br />e• <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />b <br />S <br />0'-0" FIN. FUR. <br />• <br />TIE ERTICAL REBAR <br />TO <br />4 <br />FE <br />REBAR W/ 1a' HOOK <br />REBAR 11WHL <br />Qp <br />A <br />1 <br />1 <br />BAR SIZE 148 BAR DIA.* <br />k3 2 24 #4 CMU UNIT DIMENSIONS <br />6� ARE NOMINAL SIZES <br />q6 301, <br />O MASONRY SYMBOLS <br />HORIZONTALNERTICAL 3 SCALE: 3/4•'=1'-0" N <br />REINFORCING 4 f <br />SCALE. 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />f <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />w <br />b i <br />8" CMU WALL <br />TOP OF SLAB <br />_ a TOP OF SLAB <br />EXT. PORCH SLAB <br />< <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1-STORY) <br />BAR SIZE 48 BAR DIA. <br />" <br />i `a <br />M c <br />W/ 1/2' ISOLATION <br />6"CHAMFER (2-STORY) <br />#3 18 <br />, <br /><j <br />JOINT (WHERE <br />#4 j 24 <br />APPLICABLE) <br />MATCH STEEL <br />#6 30' <br />6" PVC CHASE <br />N <br />REINFORCEMENT <br />PER SCHEDULE <br />6" PVC CHASET R FOOTING <br />auBDm at OT: <br />ABBOTT PARK <br />LOT #26 <br />BLK. #7 <br />PROJECT* <br />04181.000-26071 <br />MODELe <br />4EBB <br />"1828-CALI" <br />GARAGE OVaNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />L/ <br />THRU FOOTING q7 42' H U <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR VwD, BAR SIZE `, PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE I. <br />THRU FOOTING <br />4 SCALE'. 3/4"=1'A" <br />DATE• 6/14/2 <br />SCALE: 1/4-=1'-0- <br />SHEET <br />S1.2 <br />