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TIE VERTICAL REBAR <br />TO HORZONTAL <br />R <br />E <br />- <br />A <br />R W/ iD" HOOK <br />• <br />GRO- <br />T <br />E <br />. <br />BOND BEAM <br />4 -- VARIES PER ELEV. <br />1441 N. RONALD REAGAN BLVD. <br />s n e LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.wm <br />I: .a AA M: 0003325 <br />45 BARS <br />CLEAN OUT REQUIRED <br />g <br />FOR INSPECTION <br />0'-U' FIN. FLR. <br />A .a 1 <br />TIE ERREBAR <br />$ � • <br />TO HORIZONTAL <br />AL <br />b <br />REBAR W/ 10" HOOK <br />T-P <br />k <br />a <br />11 <br />v <br />_11111 <br />BAR SIZE 148 BAR CIA1. [ <br />#3 S' <br />CMU UNIT DIMENSIONS <br />H #4 24 <br />#5 30 m ARE NOMINAL SIZES <br />#6 36' <br />MASONRY SYMBOLS <br />#7 47' q <br />HORIZONTAUVERTICAL 3 SCALE :3/4"=V y <br />REINFORCING W <br />SCALE: 3/4"=1'-0" <br />0 <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />_ <br />d <br />SPACING REOU IREMENTS <br />O w <br />� m <br />8" CMU WALL <br />TOP OF SLAB <br />4 TOP OF SLAB <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE4 <br />4" CHAMFER (1STORY) <br />BAR SIZE 48 BAR DIA. <br />a <br />• <br />W/ 1/2" ISOLATION <br />6" CHAMFER (2S <br />1 g,TORY) <br />in t <br />JOINT (WHERE <br />♦ <br />#4 24' <br />a= <br />APPLICABLE) <br />MATCH STEEL <br />#5 30" <br />6" PVC CHASE <br />s <br />tw <br />REINFORCEMENT <br />PER SCHEDULE <br />36, <br />6" PVC CHASE THRU FOOTING <br />OUNDIV. & L07 <br />ABBOTT PARK <br />LOT #33 <br />BLK. #7 <br />PROJECT# <br />04181.000-33071 <br />MODEL• <br />4EBB <br />"1828-CALI" <br />GARAGE OWDrO: <br />RIGHT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />THRU FOOTING #7 42' <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR MD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE 3/4"=1'-0' fi <br />'j L i <br />A <br />AR Y3 <br />DA1'E: 9/21/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />St.2A <br />