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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELE <br />d <br />N• <br />O CLEAN OUT REQUIRED <br />Q FOR INSPECTION <br />m <br />•d -.I. - TIE`/ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE BABAR DIA. <br />Z #3 18" <br />#4 24" <br />m U #5 30" <br />#6 36" <br />V 42" <br />HORIZONTAUVERTICAL <br />�,� REINFORCING <br />SCALE: 3/4"=V-0" <br />Z <br />� STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />p a SPACING REQUIREMENTS <br />�W <br />IL <br />U <br />m IL <br />m0 l Z S" CMU WALL <br />TOP OF SU18 - d - TOP OF SLAB <br />SEE SLAB SCHEDULE E <br />BAR SIZE 48 BAR DIA <br />EXT. PORCH S7:N <br />4" CHAMFER (1-STORY) #3 19 iy O <br />W/ U2' ISOLAT6" CHAMFER (2STORY) <br />JOINT (WHERE #4 24" b a <br />APPLICABLE) MATCH STEEL <br />THRU #5 �. <br />REINFORCEMENT <br />6"PVCCHASE PER SCHEDULE 36" 6" PVC CHASE THRU FOOTING <br />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: 3l4''=V-V <br />#5 BARS <br />i <br />8" ,1 <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwzbdesigngroup.com <br />AA 4: 0003325 <br />w <br />h <br />_ <br />dd <br />6 <br />isso <br />b <br />to <br />�}py� <br />5 <br />r <br />SUHDIV. do LOT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #11 <br />PIDJECT#1 <br />04181.000-05111 <br />MODEL1 <br />4EBB <br />"1828-CALI" <br />GARAGE 81IIMO: <br />LEFT <br />PAGE <br />DETAILS <br />160 MPH EXP. C <br />