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i <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEGROUTED BOND BEAM <br />-J, VARIES PER ELEV. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6075 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA#: 0003325 <br />• #5 BARS <br />E <br />B' b <br />5 <br />a' <br />a CLEAN OUT REQUIRED <br />FOR INSPECTION <br />V-0" FIN. FLR. <br />•- TIE ERTICAL REBAR <br />. q . • TO HORIZONTAL ■ § <br />REBAR W/ 10" HOOK <br />q <br />g <br />� <br />O <br />4 <br />BAR SIZE 148 BAR DIA. I*---�c <br />#3 18 <br />#4 2430' <br />CMU UNIT DIMENSIONS <br />O b ARE NOMINAL SIZES <br />#5 30" <br />4 ' g MASONRY SYMBOLS <br />3 SCALE: 3l4"=1'-0' <br />HORIZONTAL/VERTICAL � <br />REINFORCING x <br />� SCALE: 3/" <br />0 <br />N <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />c <br />SPACING REQUIREMENTS <br />�U <br />w <br />b <br />8" CMU WALL <br />�• <br />TOP OF SLAB <br />-q TOP OF SLAB <br />EXT. PORCH SLAB <br />-SEE SLAB SCHEDULE <br />4" CHAMFER (1-S70RY) <br />BAR SIZE 48 BAR DIA. <br />q <br />W/ 1/2" ISOLATION <br />6"CHAMFER (2STORY) <br />JOINT (WHERE <br />#4 24" <br />APPLICABLE) <br />MATCH STEEL <br />#6 301, <br />U' PVC CHASE <br />Zr <br />REINFORCEMENT <br />PER SCHEDULE <br />#6 36 <br />6" PVC CHASE THRU FOOTING <br />aUDDIV. & W <br />ABBOTT PARK <br />LOT #6 <br />BLK #12 <br />PHASE #4C <br />PROJECT► <br />04181.04C-06121 <br />MODEL.• <br />4EBB <br />"1828-CALI" <br />GARAGE 31IING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />THRU FOOTING #7 47 ARCH <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR V*D, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING aW7 <br />4 SCALE. 3W*=1'-0" <br />DF-PltDmA 10/26/21 <br />aCALE: 1/4"=1'-0" <br />aIIEET <br />s1.2A <br />