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O <br />cn <br />I <br />x <br />0 <br />cn <br />Ev <br />0 <br />c <br />a <br />0 <br />Q <br />c- <br />0 <br />U <br />0 <br />0 <br />_O <br />O <br />U <br />/ <br />x <br />E <br />0_ <br />Q0 <br />I <br />N <br />O <br />N <br />0 <br />z <br />00 <br />O <br />VERTICAL REINF (CONTINUE <br />THRU LINTEL CORE) <br />GROUT CORE SOLID I <br />(SEE SPECIFICATIONS) <br />HORIZONTAL <br />REINFORCING • • <br />CONCRETE PRECAST LINTEL UNITS <br />#2 SPACERS @ 48" OC <br />(BELOW HORIZONTAL REINF) <br />1A CONCRETE MASONRY LINTEL UNITS <br />VERTICAL REINF (CONTINUE <br />THRU BOND BEAM) <br />GROUT CORE SOLID \ <br />(SEE SPECIFICATIONS) <br />(2) #5 BAR CONT, F <br />LOCATE NEST TO <br />INSIDE SURFACE OF r <br />BLOCK SHELL FACE,: (2'-6" LAP) CONCRETE MASONRY KNOCKOUT UNITS <br />t y F y <br />NOTE: <br />GROUT STOP REQUIRED UNDER <br />KNOCKOUT UNITS <br />#2 SPACERS @ 48" OC <br />(BELOW HORIZONTAL REINF) <br />B CONCRETE MASONRY KNOCKOUT UNITS <br />1 T��REAST�LCINTELS <br />VERTICAL REINF (CONTINUE <br />THRU BOND BEAM) <br />GROUT CORE SOLID <br />(SEE SPECIFICATIONS) <br />HORIZONTAL <br />REINFORCING <br />CONCRETE MASONRY LINTEL UNITS#5 BARS <br />VERTICAL WALL REINF IN <br />FULLY GROUTED CELL <br />CONTROL JOINT <br />CMU WALL MATERIAL SEE THE <br />PROJECT MANUAL <br />*A <br />L <br />SECTION A -A <br />NOTES: <br />1. BOND BEAM REINFORCING SHALL <br />NOT BE LAPPED WITHIN 8'-0" OF <br />CONTROL JOINT <br />2. HORIZONTAL JOINT REINFORCING <br />TO BE DISCONTINUOUS AT CONTROL JOINTS <br />EINFORCING TO BE CONTINUOUS <br />THRU CONTROL JOINT (WRAP WITH MASTIC THRU <br />BOND BREAK) <br />TYP CMU WALL CONTROL JOINT <br />SCALE: 3/4" = 1'-0" <br />DOWELS TO MATCH AND LAP <br />WITH BOND BEAM REINFORCING <br />STD STD LAP (NP) <br />HOOK HOOK CMU BOND BEAM <br />air�������������y � �otim�r �m �.0 <br />0i <br />\\\ BOND BEAM REINFORCING r <br />DOWELS TO MATCH #3 SPACERS <br />AND LAP WITH BOND <br />BEAM REINFORCING i <br />CMU BOND BEAM <br />CMU BOND BEAM <br />BOND BEAM BOND BEAM <br />REINFORCING REINFORCING <br />WALL <br />THICKNESS <br />TYP CMU BOND BEAM REINFORCING <br />SCALE: 1" = 1'-0" <br />vtrclr <br />CMU <br />CAGING DEVICE <br />vtK I IN <br />NTERING CLIP <br />vtKl <br />ITERING CLIP <br />VERTICAL REBAR IN FULLY GROUTED CELL TYP FOR <br />ALL CORNERS, INTERSECTIONS, OPENINGS AND WALL <br />ENDS <br />CMU WALL <br />WE <br />PROVIDE PREFAB'L' JOINT REINF AT <br />ALL CORNERS <br />f� 3A CORNER CONNECTION <br />WALL <br />THICKNESS <br />-ERING CLIP <br />CMU \ II } CMU_/ <br />\� L HORIZ REINF HORIZ REINF <br />CENTERING CLIP DUAL -CENTERING CLIP <br />(REBAR POSITIONER) <br />5A 5B <br />NOTE: <br />CAGING DEVICES AND CENTERING CLIPS SHALL BE FORMED FROM <br />#9 HARD WIRE, WELDED AND GALVANIZED <br />TYP VERTICAL REINFORCING <br />SCALE: NTS <br />CMU WALL <br />(3) VERTICAL WALL REINF, <br />FULLY GROUTED CELL <br />7A TYPICAL 90' <br />CORNER <br />INTERIOR OR <br />EXTERIOR CMU WALL <br />(4) VERTICAL WALL REINF. <br />FULLY GROUTED CELL <br />22 GA DOVE TAIL @ 16" O/C VERTICALLY. <br />FASTEN INTO CONIC W/ 0.1770 POWDER <br />ACTUATED FASTENERS TYP. OR PROVIDE <br />SLOTTED INSERT IN COLUMN <br />\:. INTERIOR NON -LOAD <br />CUT <br />BLOCKS <br />(TYPICAL) <br />NOTES' <br />(2) VERTICAL W <br />FULLY GROUTE- <br />7B TYPICAL 45° CORNER <br />INTERIOR OR <br />EXTERIOR CMU WALL <br />(5) VERTICAL WALL REINF. <br />FULLY GROUTED CELL <br />BEARING CMU WALL <br />km <br />CMU WALL CONC COLUMN OR \� GROUT CELL FULL HEIGHT <br />EXIST STRUCTURE <br />INTEIOR WALL TO WALL OR BEARRNG CMU w� LD .8 <br />3B COLUMN CONNECTION 3C PERPENDICULAR CONNECTION 7C TYPICAL TEE INTERSECTION <br />GROUT CELL FULL HEIGHT <br />s <br />TYPICAL CROSS INTERSECTION <br />(3) VERTICAL WALL <br />GIRDER TRUSS GROUTOR NG IN FULLY <br />TYP CMU WALL HORIZONTAL REINFORCINGCELL <br />SCALE: 3/4" = 1'-0" <br />NO CUT BLOCKS 1'4" DOUBLE COURSE KNOCK -OUT <br />IN THIS AREA (TYP) BLOCK UNLESS LABELED <br />AS CONCRETE TIE BEAM NOTCH END OF PRECAST <br />`GROUT INTERNAL COURSE LINTEL FOR VERTICAL <br />OVER PRECAST LINTEL REINF & GROUT (TYP) <br />CMU WALL — <br />(1) DIRECTLY UNDER <br />GIRDER TRUSS <br />CMU WALL <br />TYPICAL BEAM -OR- <br />(3) VERTICAL WALL INF. <br />7E GIRDER TRUSS BEARING <br />FULLY GROUTED CELL <br />VERTICAL WALL <br />CMU WALL REINFORCING IN FULLY <br />7F TYPICAL GIRDER TRUSS <br />BEARING CORNER <br />GROUTED CELL <br />DOOR -OR- <br />° <br />WINDOW OPENING <br />7G TYPICAL JAMB - INTERIOR <br />VERTICAL WALL <br />CMU WALL REINFORCING IN FULLY <br />� GROUTED CELL <br />I <br />a <br />--- - <br />(2) VERTICAL WALL REINFORCING IN FULLY <br />7H TYPICAL JAMB - EXTERIOR <br />GROUTED CELLS <br />CMU WALL <br />NOTES: <br />R <br />1. REINFORCING SHOWN IS IN ADDITION TO REINFORCING <br />SHOWN ON THE PLANS AND SPECIAL DETAILS <br />1) EXTERIOR OPENINGS MAY REQUIRE ADDITIONAL BARS AT JAMB, SEE PLAN. VERTICAL REINF TO 2. REINFORCING TO BE SAME SIZE AS ADJACENT WALL <br />MATCH WALL REINF REINFORCING INDICATED ON THE PLANS 7 J TYPICAL END WALL <br />2) COORDINATE SILL ELEVATIONS WITH ARCHITECTURAL PLANS 3. TYPICAL DETAILS APPLIES TO ALL EXTERIOR WALLS AND <br />3) OMIT AT DOOR OPENINGS * INTERIOR LOAD BEARING WALLS. <br />TYP CMU REINFORCING AT WALL OPENINGS _TYP CMU WALL VERTICAL REINFORCING <br />SPIN <br />PAN <br />111 <br />I <br />ELEVATION WALL PENETRATION <br />SCALE: 3/4" = V-0" <br />SCALE: 1/2" = V-0" <br />:DDED <br />7` <br />TO <br />ICING, TYP. BB-2, TYP <br />OOK INTO <br />R APPLICABLE <br />8" CMU WALL <br />���e� <br />�—(2) #5 CONTINUOUS <br />A I <br />IN, I flINN161,14, <br />0, Mw <br />1,41 1 <br />I <br />A� <br />SIEM1 <br />ENS <br />01I-�__1 <br />� GROUT STOP <br />FI F\/AT1(1N <br />KNOCKOUT BLOCK TO <br />10 TIE �=�T�CONNECTIONSCALE: <br />SCALE: 3/4" = T-0" <br />vv/ <br />GIN'IN <br />RE 005V 5 P ON' <br />5AT�pPT N, �oGTI <br />FpRSIZEA <br />. 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