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TIE VRTICAL RER <br />OHZA <br />/�.11OUTEDIS...E.A. <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />° <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />`Lv <br />GROUTED BOND BEAM <br />- <br />VARIES PER ELEV. <br />° <br />Z <br />a <br />a <br />O <br />0 <br />#5 BARS <br />10' HOOK <br />20 <br />° <br />-fie <br />• a <br />_.�.� <br />•'. <br />•° <br />e ° <br />9 <br />�.. ° <br />O CLEAN OUT REQUIRED <br />o z <br />FOR INSPECTION <br />0'-0" FIN. FLR. <br />`pO <br />TIE RIZON REBAR <br />m <br />TIE HORIZONTALFol <br />o <br />REBAR W/ 10" HOOK <br />•��; <br />�L <br />BAR SIZE 48 BAR DIA <br />a <br />2 <br />f O <br />#3 18" <br />#4 24„ <br />CMU UNIT DIMENSIONS <br />Q ARE NOMINAL SZES <br />#5 �" <br />#T 47 <br />OFFSET METHOD <br />BAR SIZE 48 BAR DIA <br />CONTINUOUS <br />METHOD ##44 z4' <br />MASONRY SYMBOLS <br />HORIZONTALNERTICAL <br />HORIZONTALNERTICAL <br />#5 3a• <br />3 SCALE: 3/4"=T-U' <br />1 <br />REINFORCING <br />%,� <br />L <br />REINFORCING <br />SCALE: 3/4"=T-0' <br />#7 42„ <br />SCALE: 3 4"=1'-0" <br />�W <br />U <br />NEW REINF. BAR <br />SECURED W/ 2-PART <br />IL <br />I EPDXY. MIN. EMBED <br />g <br />6", UNO <br />FOLLOW ALL MANF. <br />3 <br />/n <br />SPECIFICATIONS FOR <br />F <br />V, <br />USE AND <br />PREPARATION OF <br />Z <br />HOLE. <br />• "-- ° <br />ae <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: 3/4"=1'-0" <br />1 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407.774.8078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />8 <br />4 <br />A <br />cW <br />i <br />O <br />sBOTT <br />PARK <br />LOT# i <br />BLK# 11 <br />PROJECT# <br />04181.000-11112 <br />MODEU <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 9TIMO: <br />LEFT <br />PAGE: <br />DETAILS <br />60 WH E . <br />