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TIE VERTICAL REBARc <br />TO HORIZONTAL <br />REBARHOOK <br />GROUTED BOND BEAM h <br />VARIES PER ELEV. <br />a <br />s4e + <br />N <br />I - <br />SCLEAN OUT REQUIRED <br />FOR INSPECTION <br />0'-0" FIN. FLR. <br />4 <br />TIE RTICAL REBAR <br />.. <br />. <br />4 • <br />TO HORIZONTAL <br />, <br />REBARW/10'HOOK <br />"-4— <br />BAR SIZE 48 BAR DIA. <br />#3 18" <br />i <br />#4 24" <br />#5 $0' <br />#6 36' <br />#7 42" <br />HORIZONTAL/VERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />NEW REINF. BAR <br />R <br />I <br />SECURED W/ 2- PART <br />EPDXY. MIN. EMBED <br />6", UNO <br />z <br />FOLLOW ALL MANF. <br />8 <br />SPECIFICATIONS FOR <br />USE AND <br />PREPARATION OF <br />HOLE. <br />.4 <br />e <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />SCALE: 3/4"=1'-0" <br />OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA. <br />METHOD #4 24' <br />HORIZONTAL/VERTICAL #5 30' <br />REINFORCING #6 36' <br />2 #7 42" <br />SCALE: 3/4"=1'-0' <br />EXT. PORCH SLAB <br />W/ 1/Z' ISOLATION <br />JOINT(WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />El I I El <br />m b 8" CMU WALL <br />_ a <br />SEE SLAB SCHEDULE <br />4" CHAMFER(1STORY) <br />6" CHAMFER (2S70RY) <br />MATCH STEEL <br />a REINFORCEMENT <br />PER SCHEDULE <br />SEE SCNEDIILE <br />FOR Y&D. BAR SIZE <br />AND BAR DUANiRY <br />#5 BARS <br />Ell <br />a� <br />e.. <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />O 3 MASONRY SYMBOLS <br />SCALE: 3/4"=1'-0" <br />TOP OF SLAG T 4' TOP OF SLAB T <br />BAR SIZE 48 BAR DIA. 4 <br />4' <br />#3 18" <br />#4 24" <br />e -e <br />#5 30' <br />36 6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />PVC CHASE <br />THRU FOOTING <br />5 SCALE: 3t4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774.6078 <br />FAX 407-774.4078 <br />www.abdealgngrou p.Dom <br />AA B: 0003325 <br />A <br />rn <br />W <br />f <br />0 <br />avHDIV. lk LAT <br />ABBOTT PARK <br />LOT #19 <br />BLK #12 <br />PHASE #4C <br />P120JECT# <br />04181.04C-19121 <br />KoDE71 <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />J <br />1 RMAM A aeoucw►CRA <br />L AR <br />No a�r3 J <br />DAM 02/08/22 <br />SCALE: 1/4"=1'-0" <br />SKEET <br />S1.2A- <br />