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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 1a' HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV <br />a <br />a d- <br />° #5 BARS <br />CLEAN OUT REQUIRED 1`D <br />FOR INSPECTION <br />0' 0 FIN. FLR. <br />TIE ERTICAL REBAR <br />3 ° TO HORIZONTAL ❑ 4 <br />REBAR W/1a'HOOK <br />1_ <br />BAR SIZE F48 BAR DIA <br />#3 1 18" <br />CMU UNIT DIMENSIONS <br />h 3p' ARE NOMINAL SIZES <br />*7 MASONRY SYMBOLS <br />HORIZONTAL/VERTICAL <br />3 SCALE: 3/4"=1'-a' <br />�� REINFORCING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br /><d SPACING REQUIREMENTS <br />m <br />amU <br />D w 8" CMU WALL <br />� <br />TOP OF SLAB 4' TOP OF SLAB <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA. d d <br />4" CHAMFER (iSTORV) <br />W/ 1/2" ISOLATION #3 18" h D <br />8" CHAMFER (2S70RV) <br />JOINT (VrHERE • #4 24" .d= <br />APPLICABLE) MATCH STEEL #8 39' <br />a REINFORCEMENT 36" <br />6" PVC CHASE Zr PER SCHEDULE 8" PVC CHASE THRU FOOTING <br />THRU FOOTING <br />MATCH STEEL <br />SEE SCHEWLE REINFORCEMENT <br />FOR W%D, BAR SIZE PER SCHEDULE <br />AND BAR QUAR PVC CHASE <br />4 THRU FOOTING <br />SCALE: 3l4"=1'-a' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-774.4078 <br />W W W.abdesipgroup.com <br />AA #: 0003325 <br />t <br />C <br />Sujmly. & LOT. <br />ABBOTT PARK <br />LOT #8 <br />BLK. #13 <br />PROJECT# <br />04181.00 -08131 <br />MODEL• <br />4EBB <br />"1828-CALI" <br />GARAOX 8WING: <br />RIGHT <br />PAOM- <br />DETAILS <br />160 MPH EXP. C <br />va <br />F_fiT v:—x}I'ki <br />DA 9/21/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.2A <br />