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Z <br />Z4 <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />' <br />0'-0"FIN . FLR. <br />+� •a a <br />TIE "CAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA <br />Z <br />#3 I, <br />> <br />#4 24" <br />OU <br />#5 W, <br />#7 42" <br />HORIZONTAUVERTICAL <br />REINFORCING <br />� <br />SCALE: 3/4"=1'-0" <br />z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />o SPACING REQUIREMENTS <br />mW <br />� J <br />O(j) �Z 8"CMU WALL <br />E <br />TOP OF SLAB a TOP OF SLAB <br />SEE SLAB SCHEDULE 3 W ° a - • ' <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA. >- <br />W11Y2" ISOLATION 4" CHAMFER (iSTORY) #3 18„ O <br />JOINT (WHERE ^ # 6" CHAMFER(2STORY) 4 2 #4 ' <br />REINFORCEMENT <br />APPLICABLE) z MATCH STEEL OS " ° •� <br />8" PVC CHASE " <br />PER SCHEDULE 6" PVC CHASE THRU FOOTING <br />THRU FOOTING #7 1. <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: 314"=1'-0" <br />#5 BARS <br />R;bl- <br />t4 <br />00 <br />El il <br />X--fir <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />O MASONRY SYMBOLS <br />33 SCALE: 3/4"=1'-W <br />144i N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 401-7744078 <br />wwwabdosigngroup com <br />AA #: 0003326 <br />W <br />� <br />4 <br />Y <br />� <br />9 <br />q <br />�ll <br />BVHDiv. a LoTil <br />SILVERADO <br />LOT 4 <br />BLK 19 <br />PROJ=CT# <br />04128.002 04191 <br />MODEM, <br />4EWB <br />"1499-FREEPORT" <br />GARAGE 8WWO: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />PRDrT 03/06/20 <br />DAT=" <br />DCALM 1/4"=1'-0" <br />mIErET <br />S1.2A <br />111% <br />