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CMU WALL REINFORCEMENT SCHEDULE
CMUW1
MARK SIZE VERTICAL REINFORCEMENT REMARKS
8" #5 @ 48" OC
NOTES:
1. SEE THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS AND
SPECIFICATIONS FOR REQUIRED HORIZONTAL (BOND BEAM AND
JOINT) REINFORCEMENT AND REQUIRED ADDITIONAL VERTICAL
REINFORCEMENT.
2. PROVIDE MATCHING HOOKED DOWELS INTO THE FOUNDATION FOR
ALL VERTICAL REINFORCEMENT. GROUT SOLID ALL CELLS
CONTAINING VERTICAL REINFORCEMENT.
3. WHERE INDICATED, POSITION DBL BAR REINFORCEMENT IN 12" CMU
AS SHOWN. USE BAR POSITIONERS AS REQUIRED TO MAINTAIN
PROPER ALIGNMENT.
TYP BAR
PLACEMENT EQEQ8"8" DBL BAR
PLACEMENT
REBAR POSITIONER
CENTERING CLIP
CMU
CMU
VERT REINF
VERT REINF
REBAR POSITIONER
CENTERING CLIP
MASONRY REINFORCING STEEL
LAP SPLICE CHART
BAR SPLICE LENGTHS
BAR TYPE 1.0LD
#3 20"
#4 26"
#5 32"
#6 39"
#7 45"
#8 52"
#9 58"
NOTES:
1. ALL SPLICES ARE TYPE 1.0LD, UNO.
2. BARS LARGER THAN #9 ARE REQUIRED TO BE SPLICED BY MECHANICAL
CONNECTORS, UNO.
3. SPLICES BASED ON Fs = 32,000 PSI AND f'm >= 1500 PSI.
4. ALL BARS ARE UNCOATED, UNO.
5. USE EPOXY-COATED BARS ONLY IN PARKING STRUCTURE MASONRY
WHERE SPECIFICALLY INDICATED, UNO.
TYPE 1.5LD
36"
48"
60"
72"
84"
96"
109"
TYPE 1.0LD
29"
39"
48"
58"
68"
77"
87"
TYPE 1.5LD
54"
72"
90"
108"
126"
144"
164"
UNCOATED BARS EPOXY-COATED BARS
NOTES:
1. PROVIDE MINIMUM OF 8" BEARING AT BOND BEAM LINTELS, UNO.
2. PROVIDE FULL HEIGHT VERTICAL JAMB BAR EACH SIDE OF EVERY OPENING.
3. HORIZONTAL REINFORCING TO CONSIST OF 9 GAUGE LADDER TYPE WIRE REINFORCING SPACED AT 16" OC VERTICALLY, UNO.
4. PROVIDE CONTINUOUS BOND BEAM LINTELS OVER ADJACENT SAME-HEIGHT OPENINGS WITH LESS THAN 2'-8" OF MASONRY BETWEEN OPENINGS.
5. FOR OPENINGS THAT INTERRUPT 2 OR MORE REGULARLY SPACED VERTICAL BARS, PROVIDE ONE ADDITIONAL BAR AT 8" OC ADJACENT TO EACH JAMB FOR EVERY 2
BARS INTERRUPTED BY THE OPENING.
6. CONDITION SHOWN ON THIS DETAIL IS FOR BOND BEAM LINTELS. SEE LINTEL BEARING DETAILS FOR BAR PLACEMENT INFORMATION AT STEEL AND PRECAST
LINTELS (WHEN PERMITTED).
7. PROVIDE ADDITIONAL CONTINUOUS BOND BEAMS WHERE INDICATED ON THE DRAWINGS.
OF END OF WALL OR
MOVEMENT JOINT
VERTICAL REINFORCING PER
CMU WALL REINF SCHEDULE
HORIZONTAL REINFORCING
SEE NOTE 3
CONTINUOUS BOND BEAM AT
TOP OF WALL WITH MINIMUM
(1) #5 CONT, UNO (SEE NOTE 7)
SEE NOTE 4 NOTE 1,
TYP
OPENING BAR
SEE NOTE 2
PROVIDE DOWELS TO MATCH
WALL REINFORCEMENT
(LAP SPLICE, TYP)
T/FTG
T/WALL
PLACE BAR WITHIN 8"
SEE
SEE NOTE 5
SEE NOTE 5
CONTROL JOINT PER TYPICAL CMU WALL
JOINT DETAILS AND AS FOLLOWS:
PERIMETER AND LOAD BEARING WALLS:
EXTEND CJ FROM BOTTOM OF CMU WALL
TO BOTTOM OF CONT BOND BEAM AT TOP
OF WALL, UNO.
INTERIOR NON LOAD BEARING PARTITION
WALLS: EXTEND CJ FULL HEIGHT OF
WALL, UNO.
CORNER INTERSECTION CONTROL JOINT END
CMU BOND BEAM UNIT
W/ OPEN BOTTOM
BOND BEAM REINF
CORNER BARS MATCH
BOND BEAM REINF (LAP
SPLICE)
CMU BOND BEAM UNIT
W/ OPEN BOTTOM
BOND BEAM REINF
INTERSECTION BARS
MATCH BOND BEAM
REINF (LAP SPLICE)
VERTICAL REBAR SIZE TO
MATCH WALL REINF, TYP
VERTICAL REBAR SIZE
TO MATCH WALL REINF
BOND BEAM REINF TERMINATE 2" BACK
FROM CONTROL JOINT EACH SIDE.
(EXCEPTION: AT BOND BEAM AT TOP OF
PERIMETER AND LOAD-BEARING WALLS
STOP CJ AT BOTTOM OF BOND BEAM
AND MAINTAIN TOP BOND BEAM AND
REINF CONTINUOUS, UNO)
PRE-FORMED CONTROL JOINT
GASKET IN SASH BLOCK CMU
BACKER ROD AND
SEALANT EACH
SIDE
BOND BEAM REINF.
TERMINATE 2" BACK
FROM END OF WALL
VERTICAL REBAR SIZE
TO MATCH WALL
REINF, TYP
BOND BEAM DETAILS
CORNER INTERSECTION CONTROL JOINT END
JOINT REINFORCEMENT DETAILS
PREFABRICATED L-SHAPE
JOINT REINF AT WALL CORNER.
MATCH CONTINUOUS JOINT
REINF AND LAP SPLICE 6" MIN.
PREFABRICATED T-SHAPE
JOINT REINF AT WALL
INTERSECTION. MATCH
CONTINUOUS JOINT
REINF AND LAP SPLICE 6"
MIN.
PRE-FORMED
CONTROL JOINT
GASKET IN SASH
BLOCK CMU
JOINT REINF.
TERMINATE 2" BACK
FROM CONTROL JOINT
EACH SIDE
JOINT REINF.
TERMINATE 2" BACK
FROM END OF WALL
BACKER ROD AND
SEALANT EACH
SIDE
VERTICAL REBAR SIZE TO
MATCH WALL REINF, TYP
VERTICAL REBAR SIZE
TO MATCH WALL REINF
VERTICAL REBAR SIZE TO
MATCH WALL REINF, TYP
CUT CMU WEBS AND FACE SO
GROUT AND REINF ARE
UNINTERRUPTED, TYP
NOTES:
1. VERTICAL REINFORCEMENT INDICATED ON THIS DETAIL IS REQUIRED IN ADDITION TO SCHEDULED VERTICAL REINFORCEMENT, UNLESS
SCHEDULED REINFORCEMENT ALREADY OCCURS AT THE INDICATED LOCATIONS.
2. PROVIDE LAPPED DOWELS INTO FOUNDATION AT ALL VERTICAL REINFORCEMENT.
3. PROVIDE HORIZONTAL JOINT REINFORCEMENT AND BOND BEAM REINFORCEMENT IN CMU WALLS IN ACCORDANCE WITH THE PROJECT
DRAWINGS AND SPECIFICATIONS.
REINFORCED CMU LINTEL
MIN, UNO
8" BEARINGREINFORCED
CMU LINTEL PER
PLAN
PROVIDE (1) FULL-HEIGHT VERT
BAR EACH SIDE OF OPENING IN
SOLID- GROUTED CORES. RUN
REINFORCING STEEL CONT.
THROUGH LINTEL, FULL HEIGHT
OF WALL.
CMU WALL PER PLAN NOTE 3
NOTES:
1. INSTALL LINTELS TO PROVIDE EQUAL BEARING LENGTH EACH SIDE OF
OPENING, UNO.
2. VERTICAL BARS SHALL BE THE SAME SIZE AS TYPICAL VERTICAL WALL
REINFORCEMENT, UNO.
3. FOR OPENINGS THAT INTERRUPT 2 OR MORE REGULARLY SPACED VERTICAL
BARS, PROVIDE ONE ADDITIONAL FULL-HEIGHT BAR @ 8" OC ADJACENT TO
EACH JAMB FOR EVERY 2 BARS INTERRUPTED BY THE OPENING.
4. AT CMU LINTEL BEARING, CUT OPENING THROUGH BOTTOM OF U-SHAPE
LINTEL BLOCK AS REQUIRED TO ALLOW REINFORCEMENT AND GROUT
PLACEMENT AT LINTEL BEARING.
NOTE 4
LINTEL SCHEDULE
MARK SECTION CLEAR OPENING TYPE NOTES
L1
L2
LINTEL SCHEDULE NOTES:
1. ALL LINTELS BEAR 0'-8" ONTO SUPPORTING WALLS, UNO.
2. ALL STEEL LINTELS AND SHELF ANGLES IN EXTERIOR WALLS SHALL BE GALVANIZED.
3. BOTTOM PLATES SHALL EXTEND THE FULL LENGTH OF THE LINTEL, INCLUDING BEARING
LENGTH, UNO.
4. AT CMU INFILL (SOAPS) AT STEEL LINTELS, PROVIDE METAL ANCHORAGE AT EVERY COURSE
@ 16" OC TO TIE CMU TO STEEL.
TYPES:
A
U-SHAPE LINTEL BLOCK
W/ (2) #5 CONT BARS
SOLID GROUTED
COURSES OF BLOCK.
POUR GROUT AT
SAME TIME AS LINTEL
BLOCK
8" W X 8" H (NOMINAL) PER ARCH, 5'-0" MAX A
8" W X 24" H (NOMINAL) PER ARCH A
H3"W
Project Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
05/20/2021
7/2/2021 5:07:04 PMS401
CMU SCHEDULES,
SECTIONS AND
DETAILS
2021.00173
07/02/2021
CONSTRUCTION DOCUMENTS
ARTISTIC COMPOSITE
PALLETS -PHASE 2
4518 WEST 99TH
STREET CARMEL, IN
46032
N.T.S.S401
1 CMU WALL REINFORCEMENT SCHEDULE
N.T.S.S401
5 TYPICAL REBAR POSITIONERS
N.T.S.S401
2 MASONRY LAP SPLICE TABLE
N.T.S.S401
3 TYPICAL REINFORCING AT CMU WALLS
N.T.S.S401
4 TYPICAL CMU WALL JOINT DETAILS
N.T.S.S401
7 TYPICAL LINTEL BEARING DETAILS
N.T.S.S401
6 LINTEL SCHEDULE
REVISION SCHEDULE
NO. DESCRIPTION DATE
09/16/21