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/I <br />TIE VERTICAL RE <br />BAR <br />TO HORIZONTAL <br />REBAR W/ 1a' HOOK <br />GROUTED BONDBEAM <br />q VARIES PER ELEV. <br />1441 N. RONALD REAGAN BLVD. <br />°-. q a LONGWOOD, FL32780 <br />i ° - q` °- PH: 407-77"078 <br />° <br />FAX: 407-7744078 <br />www.abd"lgngroup.com <br />AA #: 0003328 <br />#5 BARS <br />° <br />5 0 <br />S CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0'-0" FIN. FUR. <br />a ° TIE ERTICAL REBAR <br />TO HORIZONTAL Eli <br />REBAR W/ 10" HOOK <br />M <br />F <br />r <br />BAR SIZE1 48 BAR DIA. <br />#3 18 CMU UNIT DIMENSIONS <br />#4 24 m ARE NOMINAL SIZES <br />#6 3a' <br />#6 O SCALE: <br />#7 MASONRY SYMBOLS <br />42' % 3 3/4"=1'-0" <br />HORIZONTAL/VERTICAL * � rn <br />1 REINFORCING f <br />SCALE: 3l4"=1'-0" <br />0 9" <br />H � <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />o <br />mV <br />SPACING REQUIREMENTS <br />q�I�J <br />Oy <br />8"CMU WALL <br />TOP OF SLAB <br />q TOP OF SLP,B <br />° <br />EXT. PORCH SLAB <br />° <br />° <br />SEE SLAB SCHEDULE <br />f CHAMFER (1-STORY) <br />BAR SIZE 48 BAR DIA <br />e° <br />' q - <br />O <br />W/ 1/Z' ISOLATION <br />6"CHAMFER (2-STORY) <br />#3 18" <br />JOINT(WHERE <br />#4 24 <br />APPLICABLE) <br />MATCH STEEL <br />#5 30" <br />6" PVC CHASE <br />2 <br />it <br />REINFORCEMENT <br />PER SCHEDULE <br />#6 36' <br />6" PVC CHASE THRU FOOTING <br />SUEiDIV. & LOT01,11 <br />ABBOTT PARK <br />LOT #35 <br />BLK. #12 <br />PROJECT# <br />04181.000-35122 <br />MODEL- <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />THRU FOOTING #7 42' <br />MATCH STEEL AROWE=, <br />SEE SCHEDULE REINFORCEMENT STATE OF FLOPoDA <br />FOR MD. BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE 3/4"=1'-0" <br />Z <br />107a <br />potl : 7/1/21 <br />CAL :1/4"=1'-0" <br />SHEET <br />s1.2A <br />