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TIE VERTAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />GROUTEDICBOND BEAM <br />VARIES PER ELEV. <br />—J, <br />Z <br />°• <br />g <br />N <br />5 <br />a <br />O CLEAN OUT REQUIRED <br />E FOR INSPECTION <br />•a 1 I TIET/ERTICAL REBAR <br />.. <br />- <br />TO HORIZONTAL <br />. <br />REBAR W/ 10' HOOK <br />BAR SIZE 148 BAR DIA. <br />Z <br />k3 18, <br />U <br />k4 24' <br />k5 30' <br />k8 38' <br />HORIZONTALNERTICAL <br />.-I4r <br />(D----CINGREINFOR <br />SCALE: 3N'=1'-0' <br />z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />y SPACING REQUIREMENTS <br />0: <br />mW <br />U <br />O N Z 8' CMU WALL <br />TOP OF SLAB - a TOP OF SLAB <br />SEE SLAB SCHEDULE Z w <br />BAR SIZE 48 BAR DIA. g <br />EXT. PORCH SLAB4�-4:CFIAMFER(iSTORVk3 18' UW/ Vv ISOLATION 8CHAMFER(2.STORY)JOINT (WHERE • .k4 24' a <br />APPLICABLE) Z_ MATCH STEEL k5 30' <br />8' PVC CHASE REINFORCEMENT k6 38' <br />iv 6' PVC CHASE THRU FOOTING <br />PER SCHEDULE <br />THRU FOOTING k7 42' <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 SCALE: 3/4'=1'-0' <br />k5 BARS <br />EE m <br />S. <br />M 4. <br />ail <br />V-0„ <br />■ o <br />* 1 0 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />3 MASONRY SYMBOLS <br />SCALE: 3/4'=1'-0' <br />i44i N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774807E <br />FAX 407-7744078 <br />www.abde•igngroup.com <br />AA k: 0003325 <br />StISDIV. de LOT. <br />ABBOTT PARK <br />LOT #16 <br />BLK #8 <br />PROJECT# <br />04181.000-16081 <br />MODEL: <br />4EWB <br />"1499-FREEPORT" <br />GARAGE SNING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />11c <br />mom <br />DATE: 10/15/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1.2A. <br />