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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR VARIES PER ELEV. <br />d . Q ^. d a' n <br />TO HORIZONTAL 9 <br />REBAR W/ 10" HOOK Z a Q Q a. ° d d <br />a <br />GROUTED BOND BEAM i\1 <br />VARIES PER ELEV. ° ° <br />d <br />d <br />Z ° <br />a d <br />d 4 Q a <br />d d 4'.. a <br />CV a <br />° Q Q <br />a 4 Q d Q <br />#5 BARS <br />® ry <br />d m a m a <br />d 00 d <br />00 <br />d 10" HOOK d 811 <br />M <br />a <br />LL <br />`4 <br />Q_ � ad a � � a .c d d d. � J <br />Q a d o m <br />^ 4 a1...d d d 4 0 z <br />0 CLEAN OUT REQUIRED 4 _aa Q d 4 d Q, a e. a 1 -0 <br />Q FOR INSPECTION a. d 4 a: 00 <br />d <br />Q <br />00 <br />a 00 a <br />1'-0" <br />cr- <br />M 0'-0" FIN. FLR. a O a <br />d a <br />a. d NY)TIE ERTICAL REBAR a a s TO HORIZONTAL I <br />d 4REBAR W/ 10" HOOK <br />a <br />' <br />O <br />1 -0 <br />CMU UNIT DIMENSIONS <br />0 = ARE NOMINAL SIZES <br />OFFSET METHOD CONTINUOUS <br />METHOD <br />HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL <br />REINFORCING 2 REINFORCING <br />BAR SIZE <br />48 BAR DIA. <br />#3 <br />181, <br />#4 <br />24" <br />#5 <br />30" <br />#6 <br />36" <br />#7 <br />42" <br />BAR SIZE <br />48 BAR DIA. <br />#3 <br />18" <br />#4 <br />24" <br />#5 <br />30" <br />#6 <br />36" <br />#7 <br />42" <br />MASONRY SYMBOLS <br />3 SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=V-0" <br />w w <br />I0 V <br />d NEW REINF. BAR <br />0� U) SECURED W/2-PART <br />d ( EPDXY. MIN. EMBED <br />Q <br />-J J 6", UNO <br />= Q FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />_ ry USE AND <br />Q PREPARATION OF <br />W co HOLE. <br />0 4 d <br />o O <br />a Ff �d d <br />d <br />d d, <br />n a <br />A <br />d d' <br />Q <br />a <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: 3/4"=V-0" <br />mmolmai <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />U <br />A <br />- <br />4 <br />Q <br />A <br />A <br />64 <br />ti <br />SUBDIV LOT: <br />ABBOTT <br />PARK <br />LOT #38 <br />B L #9 <br />PROJECT# <br />04181.000- 38091 <br />MODEL: <br />3EFB <br />"2447- ROBIE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH EXP. C <br />ARCHITECT. <br />STATE OF FLORIDA <br />4 L <br />A. ABO 7CH17 � <br />NO 93723 <br />PRINT 05 26 20 <br />DATE: <br />SCALE: 1/4" <br />SHEET <br />S1. 2A <br />