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a. <br />0 <br />N <br />Of <br />to <br />04 CONT. <br />I'-4" MIN. <br />NO END HOOK REQUIRED FOR <br />MIDDLE BAR <br />0_0 <br />STANDARD HOOK <br />co <br />NO HOOK OR CORNER <br />BAR FOR MIDDLE BAR <br />FILL ALL CELLS <br />MINIMUM 12" <br />ell <br />STANDARD <br />HOOK41 <br />3"3 <br />SAME SIZE AS <br />CONTINUOUS <br />3 05 CONT. t 03 LIES 32" <br />REINFORCING. <br />(CORNER BAR) <br />FOOT INCH CORNER DETAIL <br />FOOT INCH INTERSECTION DETAIL <br />FOOT INCH STOP DETAIL. <br />SI.1 <br />S22 <br />NOTE: AT CORNER INTERSECTION RUNNING BOND SHALL BE <br />MAINTAINED - VERTICAL JOINTS BETWEEN MASONRY UNITS <br />SHALL BE STAGGERED ON SIDES OF CORNER - NO VERTICAL <br />JOINT SHALL BE LONGER THAN ONE 8" COURSE <br />GROUT THIS CELL <br />3/16" JOINT REINFORCEMENT s 16" <br />3/16" JOINT REINFORCEMENT <br />ALL BARS HAVE STD. HOOKS <br />BEND DOWN <br />(DUR-O-WALL) CONTINUES <br />THROUGH JOINT 16" SPACING <br />. <br />� a a ❑ � <br />� GMU BOND BEAM <br />W <br />ElFLAT <br />BAR 1/4" X 1 1/4" X 2'-0" PLUS <br />Ll <br />CMU BOND BEAM <br />. PREFABRICATED JOINT REINFORCEMENT CORNER <br />2" END HOOK EACH END - AT EVERY <br />SIXTH COURSE <br />z <br />m <br />LAPPED MINIMUM g" WITH MAIN SEGMENT <br />n <br />GROUT THREE CELLS <br />U <br />tu STD. HOOK <br />n <br />m BENT DOWN <br />0 <br />0 <br />l'Q <br />y <br />1" ASON 1' CORNOR DETAIL <br />MASONRY Y INTERSECTION DETA I I. <br />BOND BEAM CORNER DETAIL <br />BOND I'3NA I INTERSECTION DETAIL. <br />12" X 12" COLUMN CONCRETE <br />ENCASEEMENT REINFORCED WITH <br />ONE LAYER OF (o X 6 WIA / WIA W.W.F. <br />PLACED 1 1/2" FROM EXTERIOR FACE <br />2'-0"ol <br />5 <br />0' - 4" <br />COMER BAR TO MATCH <br />8 6" X 16" X i6" BASE PLATE <br />CIF, TIE EAM <br />CONCRETE ENCASEMENT <br />-(1'-4") <br />StD. HOOK AT PAR SIDE <br />J 1 L N <br />W <br />cn <br />w <br />[D w '4 <br />0- <br />U <br />NOTE: HOOKS CAN BE TURNED DOWN <br />OR UP TO FACILITATE PLACEMENT <br />SCALE- 3/4" = V-0" <br />2 <br />N co <br />p Z <br />Z < <br />J <br />52 <br />C V <br />11� <br />1N <br />a!Z <br />< <br />< <br />m <br />fig- <br />w <br />v <br />o <br />vJ <br />Z <br />''^^ <br />vJ <br />Z <br />_J <br />J <br />W <br />� <br />Q <br />W <br />L.L <br />O <br />= <br />m <br />W <br />L� <br />� <br />W <br />W <br />~ Z <br />u <br />J <br />.J <br />N <br />OW <br />LL <br />Z <br />U <br />= <br />O <br />Q <br />\ <br />w <br />w <br />N <br />U <br />Q <br />C� <br />THIS DESIGN AND DRAWING IS THE <br />SOLE PROPERTY OF <br />FLEISCHMANGARCIA. NO PART OF THIS <br />WORK MAY BE REPRODUCED WITHOUT <br />PRIOR WRITTEN PERMISSION FROM <br />FLEISCHMANGARCIA. <br />I CERTIFY TO THE BEST OF MY <br />KNOWLEDGE THAT THESE DRAWINGS <br />OMPLY WITH ALL RELEVANT BUILDING <br />CODES <br />PERMIT <br />DQCUM, NTS <br />o. 25525 <br />STATE OF ICI <br />i'�` FCORIDP. \�� <br />' AA�ER <br />ISSUE <br />DATE <br />6/21 /2019 <br />REVISIONS <br />INOI DATE I NOTES <br />SHEET NAME <br />FOUNDATION DETAILS <br />SHEET NUMBER <br />S2.2 <br />