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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/101'HOOK <br />GROUTED BOND BEAM <br />.L VARIES PER ELEV. <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />. 'A '• I <br />TIEVERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />—d— — <br />BAR SIZE <br />148 BAR DIA. <br />#3 <br />18 <br />U <br />#4 <br />24" <br />#5 <br />#6 <br />30' <br />36" <br />HORIZONTAUVERTICAL <br />#7 <br />42' <br />REINFORCING <br />0 <br />EXT. PORCH SLAB <br />W/ 12" ISOLATION <br />JOINT(MERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />d <br />a�U <br />SPACING REQUIREMENTS <br />0. <br />a <br />�� <br />6" CMU WALL <br />SEE SLAB SCHEDULE <br />SCHEDULE <br />4" CHAMFER (1-STORY) <br />kMATCHSTEEL <br />6" CHAMFER (2STORY) <br />i <br />REINFORCEMENT <br />PER SCHEDULE <br />SEE <br />FOR u xD' MR SIZE <br />BAR <br />AND BAR OUANmY <br />1 V Y VY JLAb 4 IVY VF JLAtl ' <br />4 , <br />d <br />BAR SIZE 48 BAR DIA <br />4 <br />#3 18" M • 4 <br />#4 24" <br />#5 30' <br />#6 36' U. PVC CHASE T.R. FOOTING <br />#7 47' <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />PVC CHASE <br />G)IHRU FOOTING <br />#5 BARS <br />8" <br />ail <br />r-m ---"'iiiccc <br />El e <br />X �JY CMU UNIT DIMENSIONS <br />b ARE NOMINAL SIZES <br />O 3 MASONRY SYMBOLS <br />SCALE: 3/4"=7'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774 8078 <br />FAX: 407-774-4078 <br />www.a bd eslgngro up.com <br />AA #: 0003325 <br />h <br />id <br />a <br />yq�y <br />O <br />i <br />a <br />EVaDIV a LOT: <br />ABBOTT PARK <br />LOT #41 <br />BLK. #7 <br />041 .000-41071 <br />MODEL <br />4EBB <br />"1828—CALi" <br />GA tAIGE ONINO: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />SE 2 2a <br />ROLMD A <br />AR NO 93M <br />PJNT <br />DATE: 9/21/21 <br />SCALE: 1/4"=1'-0" <br />sHEET <br />s1.2A <br />