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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />R__,I ..HOOK <br />GROUTED 80ND BEAM <br />VARIES PER ELEV. <br />— <br />Z <br />a <br />°: <br />1441 N. RONALD REAGAN BLVD <br />° ; . <br />i <br />LONGWOOD,FL32760 <br />°- °- <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />#5 BARS <br />AA N: 0003325 <br />Ell <br />8" <br />g <br />CLEAN OUT REQUIRED <br />0 <br />Q <br />FOR INSPECTION <br />m <br />.. <br />-� <br />0'-0" FIN, FLR, <br />TIE ERTICAI REBAR <br />TO HORIZONTAL <br />Eli <br />REBAR W/ 10" HOOK <br />g <br />4 <br />BAR SIZE 48 BAR DIA._�c <br />Z W #3 18" CMU UNIT DIMENSIONS <br />O ##55 „ m ARE NOMINAL SIZES <br />42" MASONRY SYMBOLS <br />3 SCALE: 3/4"=1'-0" <br />HORIZONTALNERTICAL +4 <br />REINFORCING <br />SCALE: 3I4„=V_0. <br />0 0 <br />g— <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a <br />U <br />SPACING REQUIREMENTS <br />� J <br />66 <br />Z <br />8" CMU WALL <br />10, <br />TOP OF SLAB <br />- ° TOP OF SLAB <br />z w <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />> <br />EXT. PORCH SLAB <br />4" CHAMFER (I -STORY) <br />#3 18" <br />OU ` ♦ ..a ° <br />W/ 1/2" ISOLATION <br />6" CHAMFER (2STORY) <br />JOINT(WHERE <br />• <br />#4 24" <br />APPLICABLE) <br />Z_ <br />MATCH STEEL <br />#5 80" <br />ova <br />6"PVC CHASE <br />i <br />REINFORCEMENT <br />" <br />THRU FOOTING <br />,N- <br />PER SCHEDULE <br />#T 42" <br />6" PVC CHASE THRU FOOTING <br />aUDDIV. as IAT: <br />ABBOTT PARK <br />LOT #32 <br />BLK #8 <br />PRO.TSCT <br />04181.000-32083 <br />MODEL- <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE aWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE; 3/4"=1'-0" <br />^1 <br />A <br />NO <br />DATE: 05/12/20 <br />aCA=.- 1/4"=1'-0" <br />aI'IEET <br />S1.2A <br />