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TIE L R VERTICAL <br />TO HORIZONTAL <br />REBAR W! 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />Z <br />N <br />°I <br />6 <br />� CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />e e.( <br />I <br />0'-0"FIN. FLR. <br />• <br />TIE RTICAL REBAR <br />'.• a <br />TO HORIZONTAL <br />•- <br />a.; <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR OIA. <br />Z� <br />" #3 18 <br />>O <br />#4 <br />i#7 <br />" <br />HORIZONTAUVERTICAL <br />REINFORCING <br />SCALE: 3l4"=1'-0" <br />Z <br />� STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />�W <br />tan m i 8" CMU WALL <br />TOP OF SLAB c TOP OF BLAB <br />SEESLAB SCHEDULE w �d <br />BAR SIZE 48 BAR DIA. g > ° <br />EXT. PORCH SLAB 4"CHAMFER (I -STORY) #3 18" i' UU , e <br />W! 1/2" ISOLATION 6"CHAMFER (2-STORY) <br />JOINT (WHERE #4 24" <br />APPLICABLE) Z MATCH STEEL #5 30" <br />g REINFORCEMENT <br />6" PVC CHASE PER SCHEDULE 36" <br />iv 6" PVC CHASE THRU FOOTING <br />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"--O <br />#5 BARS <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N.RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 J <br />F <br />Yp <br />Q <br />Q <br />Y <br />4 <br />14 <br />� <br />66 <br />a <br />Y! <br />O <br />i <br />no <br />BtMDIV. ae LOT <br />SILVERADO <br />LOT #48 <br />BLK #18 <br />PROJECT <br />04128.002-48181 <br />MODEU <br />4EAB <br />"1672-ARIA" <br />GARAGE OILING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />pptINT m""' <br />DAM 07/27/20 <br />BCALE: 1/4"=1'-0" <br />BHEET <br />S1.2A <br />