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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR WI 10" HOOK <br />GROUTED BOND BEAM <br />— VARIES PER ELE <br />Z d <br />e <br />tV <br />;I <br />5 <br />a <br />0 CLEAN OUT REQUIRED <br />FOR INSPECTION <br />Cl <br />` 1 <br />0'-0" FIN. FLR. <br />TIE ERTICAL REAR <br />a <br />TO HORIZONTAL <br />- <br />REAR W/ 10" HOOK <br />AR SIZE 48 AR DIA. <br />Z W¢ <br />#3 <br />18" <br />> <br />#4 <br />24" <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-V' <br />Z <br />� STEEL REINFORCING IN GROUTED <br />Q CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />� W <br />� J <br />( Z 8" CMU WALL <br />o <br />.- -o. <br />[yam—+ ♦.�.—..¢...M� <br />TOP OF SLAB <br />< SEE SLAB SCHEDULE <br />Z �u <br />AR SIZE 48 AR DIA. > <br />EXT. PORCH SLAB 4-CHAMFER (1-STORY) #3 1s„ in OV <br />W/ 112" ISOLATION 6" CHAMFER (ZSTORY) <br />JOINT (WHERE ♦ 1#4 24" <br />APPLICABLE) Z MATCH STEEL <br />r <br />f REINFORCEMENT <br />6' PVC CHASE � � PER SCHEDULE � 38" <br />THRU FOOTING 42" <br />SEE SCHEDULE #7 <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING <br />S <br />4CALE:: 3/4"=1'-0" <br />e <br />e ' . <br />d , <br />°;nee <br />a� <br />6' PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />�1 <br />0 <br />co <br />F 4 <br />CMU UNIT DIMENSIONS to ARE NOMINAL SIZES <br />O MASONRY SYMBOLS <br />3 SCALE:34"=1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH:407-774.6078 <br />FAX- 407-774.4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />t <br />C <br />sa <br />C <br />aysa:v aioT: <br />ABBOTT PARK <br />LOT #7 <br />BLK #8 <br />PROJECT# <br />04181.000-07081 <br />MODEU <br />4EBB <br />"1828-CALI" <br />GARAGE SKIING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />I ? <br />DwT 06/10/20 <br />8CALE: 1/4"=1'-0" <br />3IiEET <br />S1.2A <br />