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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />Ir GROUTED BOND BEAM <br />VARIES PER ELE <br />a_ <br />.I as <br />CLEAN OUT REQUIRED <br />OQ' FOR INSPECTION <br />m <br />"FIN. FLR. <br />A0'- <br />TIE RTICAL REBAR <br />° a <br />TO HORIZONTAL <br />4.- <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Z_ W <br />43 <br />18" <br />g >O <br />#4 <br />24" <br />U <br />#5 <br />30" <br />#6 <br />36 <br />#T <br />42" <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />i <br />� STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a SPACING REQUIREMENTS <br />K <br />mW a. <br />U <br />h i 8"CMU WALL <br />mm <br />TOP OF SLAB 4' TOP OF SLAB <br />' SEE SLAB SCHEDULE W a <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA. > e <br />4' CHAMFER (1-STORY) O <br />W/ 1/Z ISOLATION 6" CHAMFER (2-STORY) #3 18" U e <br />JOINT (WHERE f 1:4 24" <br />APPLICABLE) i o MATCH, per 30• <br />� 6' PVC CHASE PER SCHEDULE <br />I 6" PVC CHASE THRU FOOTING <br />REINFORCEMENT <br />THRU FOOTING <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: 3I4"=1'-0" <br />#5 BARS <br />�1 <br />8 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003328 <br />E <br />a <br />aUIBDM ae LOT <br />ABBOTT PARK <br />LOT #7 <br />BLK #7 <br />PROJECT* <br />04181.000-07071 <br />MODMIU <br />4EWB <br />"1499-FREEPORT" <br />GARAGE arIIMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />■ <br />���� <br />DA7W: 10/12/20 <br />aCALE: 1/4"=1'-0" <br />of= a <br />s1.2A <br />