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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />PER <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />TIE`/ERTICAL REBAR <br />° TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Z� <br />it6 36" <br />HORIZONTALNERTICAL <br />%,� REINFORCING <br />1 SCALE: 3/4"=1'-0" <br />Z <br />g STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />p CL C SPACING REQUIREMENTS <br />W <br />U <br />ImN <br />p Z 8" CMU WALL <br />•- 0.0" +- 0 0" <br />[/�--t---� TOP OF SLAB q' TOP OF SLAB <br />SEE SLAB SCHEDULE Z W < a + <br />BAR SIZE 48 BAR DIA. g > <br />EXT. <br />1/YORCH SIGN 4" CHAMFER (I -STORY <br />) q,{ 18" ^ U ° <br />JOINT (WHEREN <br />< 6' CHAMFER DRY)) #4 18" <br />APPLICABLE) ATCH STEEL #5 30" <br />REINFORCEMENT <br />6" PVC CHASE PER SCHEDULE 6" PVC CHASE THRU FOOTING <br />THRU FOOTING #7 42" <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WXD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />' H FOOTING <br />SCALE: 314"=1'-0" <br />#5 BARS <br />0 <br />" 8" " <br />4 <br />El c <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAfLAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdealgngroup.com <br />AA #: 0003325 <br />as <br />atil <br />Xx <br />00 <br />Z <br />sUSDiv ae LOT <br />SILVERADO <br />LOT #7 <br />BLK #18 <br />PROJ=T/ <br />04128.002-07181 <br />MODET " <br />4EBB <br />"1828—CALM" <br />GARAGE 8TIMO: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />N <br />DRINT <br />ATE: 12/03/19 <br />SCALE: 1/4"=1'-0" <br />8HEET <br />s1.2A. <br />