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TIE VERTICAL REBAR <br />TO HORt <br />HZOMAL <br />REBAR W/ 1lT' OOK <br />OUTBOND BEAM <br />- <br />VARIES PER ELEV. <br />Z q <br />i <br />a, <br />4 <br />iv <br />.I ea <br />a <br />� CIEAN OUT REQUIRED <br />Q FOR INSPECTION <br />' <br />0'4' FIN. FLR. <br />- <br />TIE RTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 1(Y' HOOK <br />BAR SIZE 48 BAR DIA. <br />_,�� <br />Z_ W <br />#3 <br />18" <br />> <br />#4 <br />24" <br />m U <br />#5 <br />30' <br />#6 <br />36' <br />#7 <br />42' <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3!4"=1'-0" <br />Z <br />� STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 a SPACING REOUIREMENTS <br /><w <br />mW <br />U <br />Oct) io Z S" CMU WALL <br />g <br />TOP OF SLAB - n TOP OF SLAB <br />SEE SLAB Z W °a • e � .. <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA > <br />4" CHAMFER (1STORY) #3 18" UU <br />W/ 1/Y' ISOLATION 6' CHAMFER (2STORY) <br />JOINT(WHERE #4 21C n <br />APPLICABLE) Z MATCH STEEL /6 30" <br />REINFORCEMENT <br />6' PVC CHASE PER SCHEDULE #6 6' PVC CHASE THRU FOOTING <br />THRU FOOTING #7 q2• <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING <br />4 <br />#5 BARS <br />1. 8" <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 327W <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup•com <br />AA 8: 0003325 <br />u <br />C <br />m� <br />loll <br />I <br />40 <br />0 <br />SUHDIV. 8. LOT <br />SILVERADO <br />LOT 22 <br />BLK 18 <br />1pmjzcT# <br />04128.002 22181 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE OWMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />aA <br />M <br />DA=: INT 04/06/20 <br />SCALE: 1/4"=1'-O" <br />OEM= <br />s1.2A <br />