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TIE VERTICAL REBAR <br />70 HORIZONTAL <br />REBAR W/1d'HOOK <br />GROUTED BOND SEAM <br />" VARIES PER E. <br />#5 BARS <br />f 4 . <br />Q. <br />° <br />° <br />e., <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0 <br />° <br />O <br />I <br />0'-9' FIN. FLR. <br />TIE ERREBAR <br />TO HORIZONTAL <br />AL <br />❑ - <br />. .4: REBAR W/id"HOOK <br />d "— <br />BAR SIZE 148 BAR DIA I <br />#3 <br />#4 24" <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />#6 42' <br />HORIZONTAWERTICAL <br />O MASONRY SYMBOLS <br />3 SCALE: 3/4"=1'-d' <br />1 REINFORCING <br />SCALE: 3/4"=1'-d' <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZEAND <br />amU <br />El <br />SPACING REQUIREMENTS <br /><` <br />O w <br />IM <br />8" CMU WALL <br />TOP OF SIAB <br />q' <br />70P OF SLAB <br />SEES <br />EXT. PORCH SLAB <br />4" CHAMFER (1STORY) <br />48 BAR DIA <br />W/ 1/2" ISOLATION <br />CHAMFER (2STORY) <br />!!fl <br />18"6" <br />JOINT (VvHERE <br />24"APPLICABLE) <br />MATCH STEEL <br />3d' <br />Z <br />REINFORCEMENT <br />6" PVC CHASE <br />!r <br />PER SCHEDULE <br />#6 <br />36' <br />6" PVC CHASE THRU FOOTING <br />THRU FOOTING <br />#7 <br />47' <br />SEE SCHEDULE <br />MATCH STEEL <br />REINFORCEMENT <br />FOR MD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUAMRY <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE: 3/4"=1'-d' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.ebdeslgngroup.wm <br />0003325 <br />h <br />Pi <br />F <br />R <br />aUNDlV. ee LOT: <br />ABBOTT PARK <br />LOT #43 <br />BLK. #7 <br />PItOJL'CT# <br />04 81.000-43071 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />OAP40E OWING* <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP C <br />