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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W! 10" HOOK <br />Z <br />f <br />GROUTE.,NOBEAM <br />VARIES PER ELEV. <br />.- <br />Z <br />el aQ <br />a <br />0 CLEAN OUT REQUIRED <br />FOR INSPECTION <br />Q <br />f0 <br />#10 <br />v <br />Ix <br />l" <br />M <br />0'-0° FIN. FUR. <br />TIE ERTICAI REBAR <br />o - TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Z_� <br />>U <br />#4 24" <br />n U <br />#5 30" <br />#8 36" <br />#7 42" <br />HORIZONTALNERTICAL <br />REINFORCING <br />SCALE: 3/4"=1'-0" - <br />0 W <br />U <br />> a <br />NEW REINF. BAR <br />8 <br />SECURED W/2-PART <br />0_ a <br />I <br />EPDXY. MIN. EMBED <br />�g <br />8", UNO <br />= Q <br />FOLLOW ALL MANF. <br />U) U <br />( <br />SPECIFICATIONS FOR <br />_ 0: <br />USE AND <br />Q <br />PREPARATION OF <br />Z <br />w <br />HOLE. <br />a <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: 314"=V-0" <br />OFFSET METHOD CONTINUOUS P#4 <br />48 BAR DIA. <br />18" <br />METHOD 24" <br />HORIZONTALNERTICAL 30" <br />REINFORCING 42" <br />42" <br />SCALE: 314"=1'-0" <br />#5 BARS <br />■ <br />.. 8" ,, <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONAID LONOWOOD, RFA <br />m <br />L <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwabdeign <br />A#0roP•cO <br />A36 <br />VD <br />as <br />• <br />qq <br />m <br />I <br />44 <br />0 <br />2 <br />0 <br />qg <br />i <br />sumhodor 1 <br />PARK <br />LOT #8 <br />BLK #10 <br />PROJECTi, <br />04181.000-08103 <br />MODEZA <br />3EFB <br />"2447— ROBIE" <br />GARAGE SIMNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />