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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />I .J, VARIES PER ELEV. <br />.I <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0'-' FIN. FLR. <br />•' <br />TIE ERTICAL REBAR <br />a <br />TO HORIZONTAL <br />- <br />REBAR W/ 10" HOOK <br />BAR SIZE 148 BAR CIA, <br />#3 18" <br />Pn <br />#4 24" <br />#6 36" <br />#7 42" <br />HORIZONTALIVERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />m <br />E <br />SPACING REQUIREMENTS <br />y <br />6 s 8" CMU WALL <br />TOP OF SLAB <br />4TOP OF SLAB <br />EXT. PORCH S7://i <br />SEE SLAB SCHEDULE <br />4"CHAMFER (1-STORY) <br />.4 <br />BAR SIZE 48 BAR DIA. s a <br />4 . •� <br />4 4 <br />W/ lr2" ISOLAT <br />6" CHAMFER (2STORY) <br />#3 1g, to <br />• a <br />JOINT(WHERE <br />#4 24" e- <br />APPLICABLE)MATCH <br />STEEL <br />#5 30" <br />6" PVC CHASE <br />REINFORCEMENT <br />h PER SCHEDULE <br />36, <br />THRU FOOTING <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />SEE SCHEDULE <br />PER SCHEDULE <br />FOR MD, BAR SIZE <br />AND MR QUANT" <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4"=1'-0" <br />#5 BARS <br />EE- <br />EE-1 <br />F§ <br />CMU UNIT DIMENSIONS <br />g ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.e bdesigngrou p.com <br />AA #: 00o3326 <br />a <br />4 <br />1011111 <br />atMDlV. & LOT <br />ABBOTT PARK <br />LOT #18 BLK. #12 <br />PHASE:4C <br />PItCJECT* <br />04181.04C-18121 <br />MODEu <br />4EBB <br />"1828-CALI" <br />GARAGE 8WMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%J60 MPH EXP. C <br />ME <br />DApE.. 2/04/22 <br />aCALE: 1/4"=1'- 0" <br />aim ET <br />s1.2A <br />