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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />GROUTED BOND BEAM <br />n VARIES PER ELE <br />Z <br />g <br />O CLEAN OUT REQUIRED <br />FOR INSPECTION <br />"J III0'-0' <br />FIN. FLR. <br />TIE ERTICAL REBAR <br />.. <br />a <br />TO HORIZONTAL <br />REBAR W/10'HOOK <br />BAR SIZE 48 BAR DIA. <br />ZLu <br />#3 18` <br />0 <br />#4 24' <br />x8 38' <br />x7 42' <br />HORIZONTALIVERTICAL <br />REINFORCING <br />0 <br />SCALE: 3/4'st'-0' <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 SPACING REQUIREMENTS <br />mW <br />U <br />w Z 8' CMU WALL <br />41 <br />+- a -a' <br />TOP OF SLAB - n TOP OF SLAB <br />" SEE SLAB SCHEDULE Z w 4• <br />EM. PORCH SLAB BAR SIZE 48 BAR DIA. > 'a 4 <br />E V2' ISOLATION 4' CHAMFER (1STORY) #3 18' OU <br />JOINT (WHERE ^ 8' CHAMFER (2STORY) #4 24' <br />APPLICABLE) Z_ MATCH STEEL #5 NY <br />6' PVC CHASE - I- REINFORCEMENT #6 38' <br />THRU FOOTING PER SCHEDULE #7 42' 8' PVC CHASE THRU FOOTING <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WxD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />4 THRU FOOTING <br />SCALE: 314'=1'-0' <br />#5 BARS <br />F.E,. 1 <br />ml- <br />R-F 11 <br />-0" <br />F c <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX 407-774 O78 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />N^ <br />q <br />a <br />p <br />f <br />t <br />O <br />a <br />4 <br />� <br />a <br />�o <br />SILVERADO <br />LOT #32 <br />BLK #18 <br />PROJECT <br />04128.00 —32181 <br />MODEL: <br />4EBB <br />"1828—CALM" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />