This is the International Masonry Institute's Masonry Detailing Series. For more information visit www.masonrydetails.org or www.imiweb.org

1. version 3.4

2. Brick
010 Single Wythe
020 Composite
030 Anchored Veneer - Masonry Backup
040 Anchored Veneer - Steel Stud Backup
01 Brick 050 Anchored Veneer - Wood Stud Backup
02 Concrete block 060 Anchored Veneer - Other Backup
03 Stone, rough 070 Adhered Veneer - Masonry Backup
04 Stone, dimensional 080 Adhered Veneer - Steel Stud Backup
06 Tile 090 Adhered Veneer - Wood Stud Backup
07 Terrazzo 100 Adhered Veneer - Other Backup
08 Cement 110 Rain Screen Wall
09 Plaster / Stucco 120 Structural Masonry
10 Restoration 130 Flooring - Interior
11 Terra Cotta 140 Paving - Exterior
12 Refractory 150 Landscape Walls
13 AAC 160 Fireplaces & Chimneys
14 Precast Concrete 210 Training Mockups
15 Accessories 220 Apprentice Contests
21 Structural Steel 310 Building Models
22 Cast-in-Place Conc. 400 Wall Type Analysis
23 Metal Siding 410 Diagrams
40 Wall Type Analysis 510 Modular/Bonding
50 Building Model 610 Sustainability / Energy-Efficiency

3. CONCEPTUAL WALL SECTION
DETAIL 01.030.0101 REV. 03/26/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

4. 2” AIR SPACE RECOMMENDED;
1” MIN. REQ’D FOR DRAINAGE WALLS
AIR/MOISTURE/VAPOR
BARRIER AS REQUIRED
HORIZONTAL JOINT REIN-
FORCEMENT W/ EYE & PINTLE
WALL TIES @ 16” O.C.
RIGID INSULATION
GROUT & REINFORCEMENT
AS REQUIRED
MECH. FASTENED
TERMINATION BAR W/
CONT. SEALANT @ TOP
CONCRETE
MASONRY BACKUP
BRICK VENEER
FLEXIBLE FLASHING – SEAL
& ADHERE TO DRIP EDGE
WEEP VENT INSERTS
DRIP EDGE – SEAL AND
ADHERE TO FOUNDATION
BASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR
DETAIL 01.030.0301 REV. 09/25/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

5. 2” AIR SPACE RECOMMENDED;
1” MIN. REQ’D FOR DRAINAGE WALLS
AIR/MOISTURE/VAPOR
BARRIER AS REQUIRED
HORIZONTAL JOINT REIN-
FORCEMENT W/ EYE & PINTLE
WALL TIES @ 16” O.C.
RIGID INSULATION
GROUT & REINFORCEMENT
AS REQUIRED
MECH. FASTENED
TERMINATION BAR W/
CONT. SEALANT @ TOP
CONCRETE
MASONRY BACKUP
BRICK VENEER
FLEXIBLE FLASHING – SEAL
MORTAR DROPPING & ADHERE TO DRIP EDGE
COLLECTION DEVICE (MDCD)
WEEP VENT INSERTS
DRIP EDGE – SEAL AND
ADHERE TO FOUNDATION
BASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR, MDCD
DETAIL 01.030.0302 REV. 09/25/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

6. 2” AIR SPACE RECOMMENDED;
1” MIN. REQ’D FOR DRAINAGE WALLS
AIR/MOISTURE/VAPOR
BARRIER AS REQUIRED
HORIZONTAL JOINT REIN-
FORCEMENT W/ EYE & PINTLE
WALL TIES @ 16” O.C.
RIGID INSULATION
GROUT & REINFORCEMENT
AS REQUIRED
MECH. FASTENED
TERMINATION BAR W/
CONT. SEALANT @ TOP
CONCRETE
MASONRY BACKUP
BRICK VENEER
FLEXIBLE FLASHING FLUSH
MORTAR DROPPING W/ OUTSIDE FACE OF BRICK
COLLECTION DEVICE (MDCD)
WEEP VENT INSERTS
BASE OF WALL DETAIL FLEX. FLASHING NO DRIP; TERM BAR, MDCD
DETAIL 01.030.0303 REV. 09/25/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

7. 2” AIR SPACE RECOMMENDED;
1” MIN. REQ’D FOR DRAINAGE WALLS
AIR/MOISTURE/VAPOR
BARRIER AS REQUIRED
HORIZONTAL JOINT
REINFORCEMENT W/ EYE &
PINTLE WALL TIES @ 16” O.C.
RIGID INSULATION
GROUT & REINFORCEMENT
AS REQUIRED
BRICK VENEER CONCRETE
MASONRY BACKUP
WEEP VENTS AT 2ND COURSE FOR
AIR CIRCULATION RECOMMENDED DRAINAGE FLASHING
SYSTEM
ADDITIONAL WEEP VENT
INSERTS RECOMMENDED
WEEPS INTEGRAL TO DRAINAGE
FLASHING SYSTEM
BASE OF WALL DETAIL DRAINAGE FLASHING
DETAIL 01.030.0304 REV. 09/25/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

8. 2” AIR SPACE RECOMMENDED; 1”
MIN. REQ’D FOR DRAINAGE WALLS
AIR/MOISTURE/VAPOR
BARRIER AS REQUIRED
HORIZONTAL JOINT
REINFORCEMENT W/ EYE &
PINTLE WALL TIES @ 16” O.C.
RIGID INSULATION
GROUT & REINFORCING
AS REQUIRED
AIR/MOISTURE/VAPOR
BARRIER TO SEAL
TRANSITION MEMBRANE
RUBBERIZED ASPHALT
TRANSITION MEMBRANE
OVER TERM. BAR
CONCRETE
MASONRY BACKUP
BRICK VENEER PROPRIETARY DRAINGAGE
FLASHING SYSTEM W/
INTEGRAL DRIP EDGE, TERM.
BAR & WEEP SYSTEM
ADDITIONAL WEEP VENT INSERTS
AS REQ’D FOR VENILATED WALL
MESH WEEPS INTEGRAL TO
PROPRIETARY DRAINAGE
FLASHING SYSTEM
FOUNDATION DETAIL PROPRIETARY DRAINAGE FLASHING (TOTAL FLASH)
DETAIL 01.030.0304 REV. 06/25/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

9. 2” AIR SPACE RECOMMENDED;
1” MIN. REQ’D FOR DRAINAGE WALLS
AIR/MOISTURE/VAPOR
BARRIER AS REQUIRED
HORIZONTAL JOINT REIN-
FORCEMENT W/ EYE & PINTLE
WALL TIES @ 16” O.C.
RIGID INSULATION
GROUT & REINFORCEMENT
AS REQUIRED
RETURN FLASHING INTO
BED JOINT OF BLOCK
CONCRETE
MASONRY BACKUP
BRICK VENEER
FLEXIBLE FLASHING – SEAL
& ADHERE TO DRIP EDGE
WEEP VENT INSERTS
DRIP EDGE – SEAL AND
ADHERE TO FOUNDATION
BASE OF WALL DETAIL FLEX. FLASHING IN CMU, DRIP EDGE
DETAIL 01.030.0305 REV. 09/25/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

10. 2” AIR SPACE RECOMMENDED;
1” MIN. REQ’D FOR DRAINAGE WALLS
AIR/MOISTURE/VAPOR
BARRIER AS REQUIRED
HORIZONTAL JOINT REIN-
FORCEMENT W/ EYE & PINTLE
WALL TIES @ 16” O.C.
RIGID INSULATION
GROUT & REINFORCEMENT
AS REQUIRED
RETURN FLASHING INTO
BED JOINT OF BLOCK
CONCRETE
MASONRY BACKUP
BRICK VENEER
FLEXIBLE FLASHING – SEAL
MORTAR DROPPING & ADHERE TO DRIP EDGE
COLLECTION DEVICE (MDCD)
WEEP VENT INSERTS
DRIP EDGE – SEAL AND
ADHERE TO FOUNDATION
BASE OF WALL DETAIL FLEX. FLASHING IN CMU, DRIP EDGE, MDCD
DETAIL 01.030.0306 REV. 03/16/10
© 2011 INTERNATIONAL MASONRY INSTITUTE

11. 2” AIR SPACE RECOMMENDED;
1” MIN. REQ’D FOR DRAINAGE WALLS
AIR/MOISTURE/VAPOR
BARRIER AS REQUIRED
HORIZONTAL JOINT REIN-
FORCEMENT W/ EYE & PINTLE
WALL TIES @ 16” O.C.
RIGID INSULATION
GROUT & REINFORCEMENT
AS REQUIRED
MECH. FASTENED
TERMINATION BAR W/
CONT. SEALANT @ TOP
BRICK VENEER
CONCRETE
MASONRY BACKUP
MORTAR DROPPING
COLLECTION DEVICE (MDCD)
METAL FLASHING W/
INTEGRAL DRIP EDGE –
SEAL AND ADHERE
TO FOUNDATION
WEEP VENT INSERTS
BASE OF WALL DETAIL METAL FLASHING W/ DRIP, TERM. BAR, MDCD
DETAIL 01.030.0311 REV. 09/25/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

12. 2” AIR SPACE RECOMMENDED;
1” MIN. REQ’D FOR DRAINAGE WALLS
CONCRETE
MASONRY BACKUP
RIGID INSULATION
GROUT & REINFORCEMENT
AS REQUIRED
HORIZONTAL JOINT REIN-
FORCEMENT W/ EYE & PINTLE
WALL TIES @ 16” O.C.
BRICK VENEER METAL FLASHING
RECEIVER SET IN
CMU BED JOINT
METAL FLASHING W/
INTEGRAL DRIP EDGE –
SEAL AND ADHERE
TO FOUNDATION
WEEP VENT INSERTS
BASE OF WALL DETAIL METAL FLASHING, METAL RECEIVER
DETAIL 01.030.0312 REV. 09/25/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

13. 2” AIR SPACE RECOMMENDED;
1” MIN. REQ’D FOR DRAINAGE WALLS
CONCRETE
MASONRY BACKUP
RIGID INSULATION
AIR/MOISTURE/VAPOR
BARRIER AS REQUIRED
GROUT & REINFORCEMENT
AS REQUIRED
BRICK VENEER
HORIZONTAL JOINT REIN-
FORCEMENT W/ EYE & PINTLE
T/ BRICK WALL TIES @ 16” O.C.
LEDGE
T/FDTN.
4” MIN.
MORTAR DROPPING
COLLECTION DEVICE
(MDCD)
GRADE TO SLOPE FLASHING SYSTEM
AWAY FROM WALL
FOUNDATION
BELOW-GRADE INSULATION
AND WATERPROOFING
BASE OF WALL DETAIL BRICK LEDGE, T/FDTN. ABOVE GRADE
DETAIL 01.030.0321 REV. 09/25/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

14. 2” AIR SPACE RECOMMENDED;
1” MIN. REQ’D FOR DRAINAGE WALLS
CONCRETE
MASONRY BACKUP
RIGID INSULATION
AIR/MOISTURE/VAPOR
BARRIER AS REQUIRED
GROUT & REINFORCEMENT
AS REQUIRED
BRICK VENEER
HORIZONTAL JOINT REIN-
FORCEMENT W/ EYE & PINTLE
WALL TIES @ 16” O.C.
MORTAR DROPPING
COLLECTION DEVICE (MDCD)
FLASHING SYSTEM
T/FDTN.
GRADE TO SLOPE GROUT OR MORTAR FILL
AWAY FROM WALL
WATER RESISTANT FOUNDATION
SURFACE TREATMENT AT
BRICK BELOW GRADE
BELOW-GRADE INSULATION T/ BRICK
AND WATERPROOFING LEDGE
BASE OF WALL DETAIL BRICK LEDGE, T/FDTN. BELOW GRADE
DETAIL 01.030.0322 REV. 01/27/11
© 2011 INTERNATIONAL MASONRY INSTITUTE

15. WOOD BLOCKING FOR
WINDOW ANCHORAGE ALTERNATE
FLASHING
LOCATION
WINDOW STOOL
NOT SHOWN
WINDOW ASSEMBLY
FLASHING RIGID FLASHING TO SPAN
END DAM ACROSS DRAINAGE CAVITY
RIGID INSULATION
HORIZONTAL JOINT
REINFORCEMENT
MASONRY EXPANSION
JOINT AS REQUIRED
MASONRY SILL W/ 1/8” x
1/8” CONT. SAW-CUT DRIP
SILL DETAIL MASONRY SILL, RIGID FLASHING
DETAIL 01.030.0401 REV. 07/28/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

16. WINDOW ASSEMBLY
WINDOW STOOL
STONE OR PRECAST CONC.
SILL W/ 1/8” W. x 1/8” H.
CONT. SAW-CUT DRIP
THRU-WALL FLASHING W/ 2”
MIN. VERTICAL END DAMS,
EA. END; SUPPORT FLASHING
ACROSS CAVITY IF FLEXIBLE
FLASHING IS USED
CUT BLOCK
INTERIOR FINISH
CAVITY INSUL.
2” AIR SPACE
KEY DETAIL RECOMMENDED; 1” AIR
SPACE MIN. REQ’D BY
CODE FOR VENEERS
SILL DETAIL MASONRY SILL, RIGID FLASHING, INTERIOR VIEW
DETAIL 01.030.0402 REV. 08/21/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

17. SELF SUPPORTING BRICK
RETURN AT JAMB
TOOTHED INTO OUTER
WYTHE TO FORM 4”
CANTILEVER
SILL NOT SHOWN
EXTERIOR VIEW CAVITY VIEW
UNSUPPORTED BRICK RETURN AT JAMB
DETAIL 01.030.0501 REV. 10/20/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

18. EXTERIOR VIEW INTERIOR VIEW
WINDOW JAMB & SILL DETAIL S
DETAIL 01.030.0502 REV. 02/19/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

19. HORIZONTAL JOINT
INTERIOR FINISH REINFORCEMENT W/
INTEGRAL WALL TIES
WINDOW STOOL
BLOCKING
WINDOW
ASSEMBLY
3D VIEW
2” AIR SPACE
RECOMMENDED;
1” MIN. REQ’D
FOR DRAINAGE
WALLS
WINDOW
SILL
BRICK VENEER
AIR/WATER/VAPOR FLASHING UNDER SILL
BARRIER AS REQ’D W/ VERTICAL END DAM
@ BOTH ENDS OF SILL
CONCRETE MASONRY
BACKUP
RIGID INSULATION
WINDOW JAMB DETAIL
DETAIL 01.030.0502.2D REV. 02/19/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

20. INTERIOR VIEW
DETAIL FEATURES
• LOOSE LINTEL AT BRICK
• BOND BEAM AT BLOCK
• LIGHT GAUGE SUPPORT EXTERIOR VIEW
ACROSS CAVITY
HEAD DETAIL STEEL LINTEL & BOND BEAM
DETAIL 01.030.0601 REV. 09/04/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

21. DETAIL FEATURES EXTERIOR VIEW INTERIOR VIEW
• LOOSE LINTEL AT BRICK
• STEEL ANGLES AT BLOCK
• LIGHT GAUGE SUPPORT
ACROSS CAVITY
HEAD DETAIL STEEL LINTEL W/ DOUBLE ANGLE
DETAIL 01.030.0603 REV. 09/06/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

22. DETAIL FEATURES
• PLATE WELDED TO I-BEAM
• CUT BLOCK AROUND BEAM
HEAD DETAIL PLATE WELDED TO STEEL BEAM
DETAIL 01.030.0604 REV. 09/27/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

23. 2” AIR SPACE
RECOMMENDED; 1”
HORIZONTAL JOINT MIN. REQ’D FOR
REINFORCEMENT W/ DRAINAGE WALLS
INTEGRAL WALL TIES
RIGID INSUL.
THRU-WALL FLASHING W/
METAL DRIP EDGE SET IN ADJUSTABLE
MASTIC OR SEALANT SHELF ANGLE
WEEP/VENT
TYPICAL FACE
ADJUSTABLE BRICK ABOVE &
SHELF ANGLE BELOW ANGLE
SEALANT & BACKER ROD
COMPRESSIBLE
FILLER, OPTIONAL
SHELF ANGLE DETAIL TYP. FACE BRICK
DETAIL 01.030.0701 REV. 06/19/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

24. HORIZONTAL JOINT
REINFORCEMENT W/
INTEGRAL WALL TIES
THRU-WALL FLASHING
RIGID INSULATION
ADJUSTABLE SHELF ANGLE
WEEP VENT
METAL DRIP EDGE SET IN
MASTIC OR SEALANT
SEALANT & BACKER ROD
TYP. FACE BRICK ABOVE
AND BELOW ANGLE
COMPRESSIBLE FILLER,
OPTIONAL
2” AIR SPACE RECOMMENDED; 1”
MIN. REQ’D FOR DRAINAGE WALLS
SHELF ANGLE DETAIL TYP. FACE BRICK
DETAIL 01.030.0701.2D REV. 06/19/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

25. HORIZONTAL JOINT 2” AIR SPACE
REINFORCEMENT W/ RECOMMENDED; 1”
INTEGRAL WALL TIES MIN. REQ’D FOR
DRAINAGE WALLS
THRU-WALL FLASHING W/
METAL DRIP EDGE SET IN
MASTIC OR SEALANT
RIGID INSUL.
WEEP/VENT
ADJUSTABLE.
SHELF ANGLE
LIPPED BRICK,
OPTIONAL
SEALANT & BACKER ROD
COMPRESSIBLE
FILLER, OPTIONAL
SHELF ANGLE DETAIL LIPPED BRICK
DETAIL 01.030.0702 REV. 10/14/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

26. HORIZONTAL JOINT
REINFORCEMENT W/
INTEGRAL WALL TIES
RIGID INSULATION
THRU-WALL FLASHING
ADJUSTABLE SHELF ANGLE
WEEP VENT
METAL DRIP EDGE SET IN
MASTIC OR SEALANT
SEALANT & BACKER ROD
LIPPED BRICK BELOW
SHELF ANGLE
COMPRESSIBLE FILLER,
OPTIONAL
2” AIR SPACE RECOMMENDED;
1” MIN. REQ’D FOR DRAINAGE
WALLS
SHELF ANGLE DETAIL LIPPED BRICK
DETAIL 01.030.0702.2D REV. 10/14/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

27. HORIZONTAL JOINT
REINFORCEMENT W/
INTEGRAL WALL TIES
THRU-WALL FLASHING
RIGID INSUL.
MECH. FASTENED
TERM. BAR
ADJUSTABLE
SHELF ANGLE
WEEP VENT
METAL DRIP
EDGE SET IN
MASTIC OR
SEALANT
2” AIR SPACE TYP. FACE BRICK ABOVE
RECOMMENDED; AND BELOW ANGLE
1” MIN. REQ’D FOR SEALANT & BACKER ROD
DRAINAGE WALLS
COMPRESSIBLE
FILLER, OPTIONAL
SHELF ANGLE DETAIL TYP. FACE BRICK, TERM. BAR
DETAIL 01.030.0703 REV. 06/19/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

28. HORIZONTAL JOINT
REINFORCEMENT W/
INTEGRAL WALL TIES
MECH. FASTENED
TERMINATION BAR W/ CONT.
BEAD OF SEALANT AT TOP
THRU-WALL FLASHING
RIGID INSULATION
ADJUSTABLE SHELF ANGLE
WEEP VENT
METAL DRIP EDGE SET IN
MASTIC OR SEALANT
SEALANT & BACKER ROD
TYP. FACE BRICK ABOVE
AND BELOW ANGLE
COMPRESSIBLE FILLER,
OPTIONAL
2” AIR SPACE RECOMMENDED;
1” MIN. REQ’D FOR DRAINAGE
WALLS
SHELF ANGLE DETAIL TYP. FACE BRICK, TERM. BAR
DETAIL 01.030.0703.2D REV. 06/19/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

29. CMU BACKUP
FACE BRICK CAVITY INSUL.
THRU-WALL
FLASHING
ROOF MEMBRANE CUT BLOCK
BELOW FLASHING
COUNTER-
FLASHING
SHEET METAL
RECEIVER
THRU-WALL
FLASHING
WEEP
VENT
TERMINATION BAR
W/ CONT. SEALANT
ROOF STRUCTURE
HORIZONTAL JOINT REINF.
@ 16” O.C. W/ INTEGRAL
WALL TIES
ROOF DETAIL HIGH WALL – LOW ROOF
DETAIL 01.030.0751 REV. 11/6/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

30. FACE BRICK
THRU-WALL FLASHING
WEEP VENT
SHEET METAL RECEIVER
COUNTERFLASHING
KEY DETAIL
TERMINATION BAR
W/ CONT. SEALANT
CANT STRIP
ROOF MEMBRANE
KEY SECTION
ROOF DETAIL HIGH WALL – LOW ROOF
DETAIL 01.030.0751A REV. 11/6/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

31. MASONRY COPING: LIMESTONE, CAST
STONE, CALCIUM SILICATE, OR S.S. DOWEL W/ SEALANT
PRECAST CONCRETE; OVERHANG AROUND PENETRATIONS
MASONRY WALL 1½” MIN.; SLOPED THROUGH FLASHING
TOP
1/8” SAW-CUT DRIP,
BOTH SIDES OF
WALL CAP SEE DETAIL 01.759 FOR
WALL CAP JOINT OPTIONS
SEALANT & BACKER
ROD, BOTH SIDES CANTED S.S. THRU-WALL
OF WALL CAP FLASHING W/ 1/2”
EXPOSED DRIP EDGE
FACE BRICK
SLOPED MORTAR
BED TO SUPPORT
CANTED FLASHING, SEALANT BELOW DRIP,
OPT. OPT. (NOT SHOWN)
RIGID INSULATION
OPEN DRAINAGE
CAVITY, OPTIONAL
ABOVE ROOF LINE;
ALSO SEE DETAIL GROUT & REINFORCING
01.752 AS REQ’D.
HORIZONTAL JOINT
REINFORCEMENT
W/ WALL TIES
MASONRY WALL CAP OPEN CAVITY
DETAIL 01.030.0801 REV. 011/04/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

32. MASONRY COPING: LIMESTONE, CAST
STONE, CALCIUM SILICATE, OR
PRECAST CONCRETE; OVERHANG S.S. DOWEL W/ SEALANT
MASONRY WALL 1½” MIN.; SLOPED AROUND PENETRATIONS
TOP THROUGH FLASHING
1/8” SAW-CUT DRIP,
BOTH SIDES OF
WALL CAP SEE DETAIL 01.759 FOR
WALL CAP JOINT OPTIONS
SEALANT & BACKER
ROD, BOTH SIDES THROUGH-WALL
OF WALL CAP FLASHING W/
1/2” DRIP EDGE
GROUT OR MORTAR
FILL FOR DOWEL
ANCHORAGE AND
FLASHING SUPPORT SEALANT BELOW DRIP,
OPT. (NOT SHOWN)
MESH TO RETAIN
GROUT OR MORTAR
FILL
DRAINAGE CAVITY
GROUT & REINFORCING
FACE BRICK AS REQ’D.
HORIZONTAL JOINT
RIGID INSULATION REINFORCEMENT
W/ WALL TIES
MASONRY WALL CAP FILLED CAVITY
DETAIL 01.030.0802 REV. 011/04/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

33. 4” MIN. LAP JOINT W/ SEALANT
FORMED METAL COPING
ROOF MEMBRANE
UNDER COPING
ROOF
CONT. WOOD MEMBRANE
BLOCKING SLOPED
1” PER FOOT, MIN.
WOOD NAILER W/
ANCHOR BOLTS
BOND BEAM OR
GROUT CORES SEALANT
SOLID AT ANCHOR
BOLTS
CONT. CLEAT, BOTH
SIDES W/ SLOTTED
OR OVERSIZED
HOLES @ 24” O.C.
FACE BRICK
ROOF STRUCTURE
METAL COPING DETAIL
DETAIL 01.030.0803 REV. 11/20/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

34. FORMED METAL COPING ROOF MEMBRANE
UNDER COPING
CONT. WOOD
BLOCKING SLOPED
1” PER FOOT, MIN. CONT. CLEAT W/ SLOTTED OR
OVERSIZED HOLES @ 24” O.C.
CONT. CLEAT W/
SLOTTED OR OVER- SEALANT
SIZED HOLES @ 24” O.C. ROOF MEMBRANE
WOOD NAILER W/ CANT STRIP
ANCHOR BOLTS
SEALANT
BOND BEAM OR
GROUT CORES
SOLID AT ANCHOR
BOLTS
FACE BRICK
RIGID INSULATION
CONCRETE MASONRY
BACKUP TREATED W/
AIR/ VAPOR/ MOISTURE
BARRIER AS REQ’D
METAL COPING DETAIL
DETAIL 01.030.0803.2D REV. 11/20/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

35. OPTION 1 OPTION 2
RAKE BACK MORTAR AND SEALANT AND
APPLY SEALANT JOINT BACKER ROD
INCORRECT
TOOLED MORTAR JOINT
MASONRY COPING JOINTS
DETAIL 01.030.0811 REV. 11/04/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

36. MORTAR
WASH
ARCHITECTURAL EFFECT PROJECTED COURSE
DETAIL 01.030.1001 REV. 08/31/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

37. COLUMN DETAIL AT INTERFACE WITH TUBE STEEL
DIAGRAM 01.030.1101 REV. 07/31/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

38. BEAM DETAIL PLATE WELDED TO DEEP BEAM
DETAIL 01.030.1201 REV. 03/02/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

39. HORIZONTAL JOINT
REINFORCEMENT,
DISCONTINUOUS AT
MOVEMENT JOINT
EXPANSION JOINT (EJ):
SEALANT, BACKER CONTROL JOINT (CJ):
ROD, & OPTIONAL PREFORMED
COMPRESSIBLE FILLER GASKET, SEALANT,
OF PRE- MOLDED FOAM & BACKER ROD
OR NEOPRENE PAD
CONTROL JOINT (CJ):
PREFORMED GASKET,
SEALANT, & BACKER ROD
MOVEMENT JOINT (MJ):
CONTROL JOINT AND/
OR EXPANSION JOINT
OPTION 1: OPTION 2:
EJ & CJ ALIGNED EJ & CJ OFFSET
MOVEMENT JOINT
DETAIL 01.030.1301 REV. 03/14/11
© 2011 INTERNATIONAL MASONRY INSTITUTE

40. EXISTING WALL
ANCHOR TRANSFERS
TRANSVERSE LOADS AND ALLOWS
INDEPENDENT MOVEMENT OF
INTERSECTING WALLS
NEW WALL
SEALANT, BACKER ROD,
AND COMPRESSIBLE
FILLER
ISOLATION JOINT
DETAIL 01.030.1311 REV. 06/18/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

41. MASONRY EXPANSION JOINT
ALIGNED W/ WINDOW JAMB;
COMPRESSIBLE FILLER, BACKER
ROD & SEALANT
FLASHING END DAM
RETURNED INTO HEAD JOINT
BACKER ROD OR COMPRESSIBLE
MATERIAL AT END OF LINTEL TO
AVOID RESTRAINT OF
FLASHING SYSTEM MOVEMENT, AND AT FRONT EDGE
W/ DRIP EDGE OF LINTEL TO PROVIDE BACKER
FOR SEALANT
STRUCT. STEEL
LINTEL
FLASHING MEMBRANE OR
PLASTIC BEARING PAD BENEATH
BEARING AREA OF ANGLE TO
CREATE SLIP PLANE
WINDOW SYSTEM
EXPANSION JOINT AT WINDOW
DETAIL 01.030.1321 REV. 08/09/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

42. RIGID INSULATION WATER-RESISTANT
MEMBRANE
2” AIR SPACE
RECOMMENDED; METAL STUDS
1” MIN. REQ’D FOR
DRAINAGE WALLS 5/8” EXTERIOR
SHEATHING
ADJUSTABLE WALL TIES
@ 16” O.C. VERTICALLY
AND 24” O.C.
HORIZONTALLY
BRICK VENEER
THRU-WALL FLASHING
8” VERTICAL MIN.,
ADHERED TO METAL
DRIP EDGE
MECH. FASTENED
TERMINATION BAR
FOUNDATION
WEEP VENT
METAL DRIP EDGE SET
IN MASTIC OR SEALANT
BASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR
DETAIL 01.040.0301 REV. 11/06/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

43. 2” AIR SPACE RECOMMENDED;
1” MIN. REQ’D FOR DRAINAGE
WALLS
METAL STUDS
5/8” EXTERIOR SHEATHING
ADJUSTABLE WALL TIES @
16” O.C. VERTICALLY AND
24” O.C. HORIZONTALLY
WATER-RESISTANT MEMBRANE
RIGID INSULATION
BRICK VENEER
MECH. FASTENED TERM. BAR
KEY DETAIL
SEE 02.101
THRU-WALL FLASHING 8”
VERTICAL MIN., ADHERED
TO METAL DRIP EDGE
WEEP VENT
METAL DRIP EDGE SET
IN MASTIC OR SEALANT
FOUNDATION
BASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR
DETAIL 01.040.0301.2D REV. 11/13/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

44. RIGID INSULATION WATER-RESISTANT
MEMBRANE
2” AIR SPACE
RECOMMENDED; METAL STUDS
1” MIN. REQ’D FOR
DRAINAGE WALLS 5/8” EXTERIOR
SHEATHING
ADJUSTABLE WALL TIES
@ 16” O.C. VERTICALLY
AND 24” O.C.
HORIZONTALLY CAVITY INSERT/ MORTAR
COLLECTION DEVICE
MECH. FASTENED
BRICK VENEER TERMINATION BAR
THRU-WALL FLASHING
8” VERTICAL MIN.,
ADHERED TO METAL
DRIP EDGE
FOUNDATION
WEEP VENT
METAL DRIP EDGE SET
IN MASTIC OR SEALANT
BASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR, MDCD
DETAIL 01.040.0302 REV. 11/13/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

45. 2” AIR SPACE RECOMMENDED;
1” MIN. REQ’D FOR DRAINAGE
WALLS
METAL STUDS
5/8” EXTERIOR SHEATHING
ADJUSTABLE WALL TIES @
16” O.C. VERTICALLY AND
24” O.C. HORIZONTALLY
WATER-RESISTANT MEMBRANE
MECH. FASTENED TERM. BAR
BRICK VENEER
RIGID INSULATION
CAVITY INSERT/ MORTAR
COLLECTION DEVICE KEY DETAIL
SEE 02.102
THRU-WALL FLASHING 8”
VERTICAL MIN., ADHERED
TO METAL DRIP EDGE
WEEP VENT
METAL DRIP EDGE SET
IN MASTIC OR SEALANT
FOUNDATION
BASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR, MDCD
DETAIL 01.040.0302.2D REV. 11/13/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

46. DETAIL FEATURES
• BELOW GRADE BRICK
• GROUT SUPPORTS FLASHING
BELOW GRADE
• TERMINATION BAR
• CAVITY INSERT
• ADJUSTABLE VENEER TIES
• AIR BARRIER
BASE OF WALL DETAIL BRICK LEDGE, T/ FOUNDATION BELOW GRADE
DETAIL 01.040.0311 REV. 09/27/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

47. DETAIL FEATURES
• 2-PART FLASHING
• ADJUSTABLE VENEER TIES
• AIR INFILTRATION BARRIER
(HOUSEWRAP)
SILL DETAIL
DETAIL 01.040.0401 REV. 08/31/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

48. INTERIOR VIEW
EXTERIOR VIEW
DETAIL FEATURES
• NO RETURN AT CAVITY
WINDOW JAMB DETAIL
DETAIL 01.040.0501 REV. 09/16/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

49. WATER RESISTANT BARRIER
(HOUSEWRAP) MUST BE USED
IF SHEATHING IS NOT WATER
RESISTANT AND JOINTS IN
SHEATHING ARE NOT TAPED AND
SEALED. LAP WATER RESISTANT
BARRIER OVER TOP OF FLASHING
WOOD STUDS
RIGID
INSULATION
SHEATHING
WATER RESISTANT
BARRIER
PLAN
ADJUSTABLE VENEER
ANCHORS FASTENED
THROUGH INSULATION
& SHEATHING TO STUDS
2” AIR SPACE RECOMMENDED;
1” REQ’D FOR DRAINAGE WALLS
BACKING SYSTEM FLASHING W/ TERMINATION BAR
BASE OF WALL DETAIL FLEX. FLASHING, TERM. BAR
DETAIL 01.050.0301 REV. 02/14/07
© 2011 INTERNATIONAL MASONRY INSTITUTE

50. BASE OF WALL ADHERED VENEER OVER CMU, NO DRAINAGE MAT
DETAIL 01.070.0301 REV. 12/10/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

51. BASE OF WALL ADHERED VENEER OVER CMU, DRAINAGE MAT
DETAIL 01.070.0302 REV. 12/10/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

52. 5”± WIDE FILLER STRIP
AT CORNERS
4’-0” x 4’-0” METAL STUD/ CMU BACKUP W/ AIR
GLASS MAT REINFORCED BARRIER BY DCTC
GYPSUM BACKUP INSTRUCTORS
CONSTRUCTED ON SITE
BY S.S. SCHWARZ
MASONRY ON MAY 19,
2010
15# BUILDING FELT AREA OF PANEL
INSTALLATION
DEMONSTRATION
TYVEK WRB
KEENE DRAINAGE
MAT AT METAL STUD
PORTION ONLY
DEMONSTRATE GROUTING STARTER
JOINTS W/ SPECMIX CHANNEL AT
POLYMER MODIFIED BASE COURSE
MORTAR APPLIED USING
GROUT BAG ENGINEERED THIN BRICK
PANEL SYSTEM MECH.
FASTENED TO CMU
NOTE: ALL COMPONENTS OF ENGINEERED BACKUP
THIN BRICK SYSTEM INCLUDING BRICK
PANELS, FILLER STRIPS, STARTER
CHANNEL, BUILDING FELT, DRAINAGE MAT,
GROUT AND BAKER BAGS TO BE PROVIDED
BY S.S. SCHWARZ MASONRY; DCTC TO
PROVIDE TYVEK.
THIN BRICK MOCKUP PREFAB. BRICK PANELS, CMU & STEEL STUD BACKUPS
DETAIL 01.070.2101 REV. 5/11/10
© 2010 INTERNATIONAL MASONRY INSTITUTE

53. STONE CAP IN MORTAR
SETTING BED
LEVEL SCRATCH COAT
AT TOP OF WALL
LATH OVER TOP OF WALL;
LAP OVER WALL LATH 4” MIN.
TYPE S MORTAR
SCRATCH COAT SELF-ADHERING FLASHING
OVER TOP OF WALL
CONSTRUCTION; LAP OVER
WATER RESISTANT BARRIER
SLOPING SOLID SHIM,
E.G. BEVELED SIDING
TYPE S MORTAR
SETTING BED
ADHERED VENEER
EXTERIOR GYPSUM
SHEATHING
METAL STUD
METAL LATH FRAMING
WATER RESISTANT
BARRIER
TOP OF WALL SHEATHING & METAL STUDS
DETAIL 01.080.0801 REV. 05/13/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

54. INTERIOR FINISH
WOOD FRAMING
DOUBLE LAP WATER
RESISTANT BARRIER INSULATION
AROUND CORNER 16”
MIN.
EXTERIOR GYPSUM
SHEATHING
WATER RESISTANT
DOUBLE LAP LATH BARRIER, 2 LAYERS
AROUND CORNER RECOMMENDED
TO FRAMING,
16” MIN. METAL LATH
MORTAR SCRATCH
COAT
MORTAR SETTING
BED
ADHERED VENEER
CORNER DETAIL GYP. SHEATHING & WOOD STUDS, OUTSIDE CORNER
DETAIL 01.090.1501 REV. 05/27/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

55. CHIMNEY
CLAY FLUE FIRESTOP INSUL., 2” MIN.
LINER
BRICK INFILL
PARGE BRICK AT
SMOKE CHAMBER
MANTEL SHELF
DAMPER STEEL ANGLE TO
SUPPORT CORBELED
SMOKE CHAMBER BRICK INFILL ABOVE
SMOKE SHELF FACE
FIREBACK FIREPLACE OPENING
FIRESTOP INSUL LINTEL
RAISED HEARTH
FIREBOX
FRESH AIR
INTAKE
ASH PIT
FOUNDATION
FIREPLACE DETAIL
DETAIL 01.160.0101 REV. 01/18/11
© 2011 INTERNATIONAL MASONRY INSTITUTE

56. SPARK ARRESTOR
FORMWORK, TO BE SEALANT
REMOVED
CAST IN PLACE
REINFORCED
CEMENTITIOUS CONCRETE
BACKER UNIT CHIMNEY CAP
½” INSULATION FOR
BOND BREAK
CLAY FLUE LINER
SET IN FIRECLAY
MORTAR CONT. FLASHING
UNDER CAP
BRICK OR CMU INFILL
ROOFING MATERIAL
MAY VARY
BABY TINS.
COUNTERFLASHING
NOT SHOWN
CHIMNEY DETAIL
DETAIL 01.160.0201 REV. 01/18/11
© 2011 INTERNATIONAL MASONRY INSTITUTE

57. #4 REBAR, MIN.
FLOOR FRAMING
2” MIN. CLEARANCE TO
COMBUSTIBLES, OR
PER CODE
4” MIN.
PLYWOOD &
COMBUSTIBLE
FORMWORK MUST
BE REMOVED
CEMENTITIOUS BACKER
UNIT OR OTHER
NONCOMBUSTIBLE
FORMWORK
CMU OR CONCRETE
FOUNDATION
HEARTH SLAB
SUPPORT WALL
HEARTH SUPPORT SLAB
DETAIL 01.160.0301 REV. 01/18/10
© 2011 INTERNATIONAL MASONRY INSTITUTE

58. RIGID INSUL.
8” CMU BACKUP
W/ BITUMINOUS
DAMPPROOF
COATING
MODULAR FACE
BRICK
5’-4”
S.S. FLASHING &
RECEIVER
WEEP VENTS
@ 24” O.C. 5
6’-0”
SECTION
3
NOT TO SCALE
ELEVATION
2
NOT TO SCALE
MOCKUP #01
SHEET 01.210.0102 REV. 01/28/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

59. HORIZONTAL JOINT
REINFORCEMENT W/ EYE &
PINTLE WALL TIES @ 16” O.C.
16”
MODULAR FACE BRICK
2” THICK RIGID INSUL. 3 5/8” 2¾” 2” 7 5/8”
8” CMU BACKUP
W/ BITUMINOUS
DAMPPROOF
COATING
3” x 3” 28 GA.
S.S. RECEIVER
EMBEDDED
INTO CMU
BACKUP
WEEP VENTS
@ 24” O.C.
8” L. x 6½” H. 28 GA.
3D VIEW S.S. FLASHING ON
4 SLOPED MORTAR BED
NOT TO SCALE DETAIL
5
NOT TO SCALE
½” 45° HEMMED
DRIP EDGE
MOCKUP #01 BASE DETAIL
SHEET 01.210.0103 REV. 01/28/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

60. 8” CMU BACKUP W/
BITUMINOUS
DAMPPROOF COATING
RIGID INSULATION
HOR. JOINT REINF./
WALL TIES
MODULAR
FACE BRICK
S.S. TERM. BAR
10” H. CAVITY
4’-8”
INSERT
SELF-ADHERING
RUBBERIZED
ASPHALT
FLASHING
S.S. DRIP
WEEP VENTS 5
@ 24” O.C.
6’-0”
SECTION
3
NOT TO SCALE
ELEVATION
2
NOT TO SCALE
MOCKUP #02
SHEET 01.210.0202 REV. 01/30/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

61. HORIZONTAL JOINT
REINFORCEMENT W/ EYE &
PINTLE WALL TIES @ 16” O.C.
16”
MODULAR FACE BRICK
2” THICK RIGID INSUL. 3 5/8” 2¾” 2” 7 5/8”
¾” S.S.
TERMINATION
BAR W/ CONT.
SEALANT @ TOP
2” THICK x 10” H.
CAVITY INSERT
8” CMU
BACKUP W/
BITUMINOUS
DAMPPROOF
COATING
WEEP VENTS
@ 24” O.C.
40 MIL SELF-ADHERING
3D VIEW RUBBERIZED ASPHALT
4 FLASHING ON SLOPED
NOT TO SCALE DETAIL
MORTAR BED 5
NOT TO SCALE
3” WIDE S.S. W/ 45°
HEMMED DRIP EDGE
PROJECTING ½” FROM
FACE OF BRICK, SET IN
MASTIC (OPT.) ON
SLOPED MORTAR BED
MOCKUP #02 BASE DETAIL
SHEET 01.210.0203 REV. 01/30/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

62. RIGID INSULATION
8” CMU BACKUP W/
BITUMINOUS
DAMPPROOF COATING
HOR. JOINT REINF.W/
WALL TIES @ THIRD
BLOCK COURSE; NO
WALL TIES @ BASE
COURSE REINF.
MODULAR
FACE BRICK
10” H. CAVITY
4’-8”
INSERT
5 OZ. COPPER
FLASHING
WEEP VENTS 5
@ 24” O.C.
6’-0”
SECTION
3
NOT TO SCALE
ELEVATION
2
NOT TO SCALE
MOCKUP #03
SHEET 01.210.0302 REV. 02/05/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

63. 2” THICK RIGID INSUL.
16”
MODULAR FACE BRICK
3 5/8” 2¾” 2” 7 5/8”
8” CMU BACKUP
W/ BITUMINOUS
DAMPPROOF
COATING
2” THICK x 10” H.
CAVITY INSERT
HOR. JOINT
REINF. W/OUT
WALL TIES @
BASE COURSE
WEEP VENTS
@ 24” O.C.
3D VIEW 5 OZ. COPPER FLASHING
4 ON SLOPED MORTAR BED,
NOT TO SCALE DETAIL
EMBEDDED INTO CMU 5
BACKUP NOT TO SCALE
MOCKUP #03 BASE DETAIL
SHEET 01.210.0303 REV. 02/05/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

64. 3D OVERVIEW
1
NOT TO SCALE
MOCKUP #04
SHEET 01.210.0401 REV. 02/19/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

65. 3 5/8” 2¾” 2” 7 5/8””
1” S.S. TERM. BAR W/
CONT. SEALANT
40 MIL SELF-ADHERING
RUBBERIZED ASPHALT 2” RIGID INSUL.
FLASHING
3½” x 3½” x 3/16”
STEEL ANGLE W/ 4”
BEARING EA. END
WEEP VENTS @ 24” O.C.
4
½” 45° S.S. HEMMED (2) 3½” x 3½” x 3/16”
DRIP EDGE, 3” WIDE STEEL ANGLES, 8”
HEAD DETAIL BEARING EA. END
5’-4”
4
NOT TO SCALE
40 MIL SELF-ADHERING
RUBBERIZED ASPHALT
FLASHING
SLOPE BRICK
ROWLOCK SILL 15º
COTTON SASH CORD HALF-HIGH
5 ROPE WICK @ 16” O.C. BLOCK AT SILL
26 GA. STAINLESS
STEEL EXTENDING
INTO CMU BACKUP TO
SUPPORT THRU-WALL
FLASHING ACROSS AIR
SPACE; ½” 45° HEMMED
DRIP EDGE
SECTION SILL DETAIL
3 5
NOT TO SCALE NOT TO SCALE
MOCKUP #04
SHEET 01.210.0403 REV. 02/19/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

66. 40 MIL SELF-ADHERING RUBBERIZED
ASPHALT THRU-WALL FLASHING
2” VERTICAL END DAM, 26 GA. STAINLESS STEEL
FIELD FORMED WITH EXTENDING INTO CMU BACKUP
RUBBERIZED ASPHALT TO SUPPORT THRU-WALL
FLASHING FLASHING ACROSS AIR SPACE;
½” 45° HEMMED DRIP EDGE
COTTON SASH CORD
SILL DETAIL ROPE WICK @ 16” O.C. SILL DETAIL
6 7
NOT TO SCALE NOT TO SCALE
SLOPE BRICK
ROWLOCK SILL 15º
MOCKUP #04 SILL DETAILS
SHEET 01.210.0404 REV. 02/19/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

67. RIGID INSULATION
HORIZONTAL JOINT
REINFORCEMENT W/ EYE &
PINTLE WALL TIES @ 16” O.C.
¾” S.S. TERMINATION
BAR W/ CONT.
SEALANT @ TOP
40 MIL SELF-ADHERING
RUBBERIZED ASPHALT
THRU-WALL FLASHING
3½” x 3½” x 3/16”
WEEP VENTS STEEL ANGLE W/ 4”
@ 24” O.C. BEARING EA. END
MODULAR (2) 3½” x 3½” x 3/16”
FACE BRICK STEEL ANGLES, 8”
BEARING EA. END
RETURN FACE
26 GA. STAINLESS BRICK AT JAMBS
STEEL ½”, 45°
HEMMED DRIP EDGE
HEAD DETAIL 2” VERTICAL END DAM,
8 FIELD FORMED WITH
NOT TO SCALE RUBBERIZED ASPHALT
FLASHING
MOCKUP #04 HEAD DETAIL
SHEET 01.210.0405 REV. 02/19/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

68. MOCKUP #05
SHEET 01.210.0501 REV. 10/09/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

69. MOCKUP #05
SHEET 01.210.0502 REV. 10/09/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

70. MOCKUP #05
SHEET 01.210.0503 REV. 10/09/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

71. MOCKUP #05
SHEET 01.210.0504 REV. 10/09/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

72. MOCKUP #05
SHEET 01.210.0505 REV. 10/09/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

73. MOCKUP #05
SHEET 01.210.0506 REV. 10/09/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

74. MOCKUP #05
SHEET 01.210.0507 REV. 10/09/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

75. MOCKUP #05
SHEET 01.210.0509 REV. 10/09/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

76. FULL HEAD JOINTS
DIAGRAM 01.410.0101 REV. 07/29/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

77. NOTE:
STRUCTURAL ELEMENTS
MAY VARY, AND ARE SHOWN
FOR ILLUSTRATION ONLY
CAVITY INSULATION NOT
SHOWN FOR CLARITY OF
DETAIL
CARRY FLASHING ½” MIN.
BEYOND END OF LINTEL
AND TURN UP TO FORM
END DAM IN HEAD JOINT
2” RECOMMENDED;
1” MIN.
SEALANT EXTEND FLASHING
FLUSH OR BEYOND
FACE OF MASONRY
END DAM DIAGRAM FIELD-FORMED FLASHING END DAM
DIAGRAM 01.410.0201 REV. 02/04/11
© 2011 INTERNATIONAL MASONRY INSTITUTE

78. NOTE:
STRUCTURAL ELEMENTS
MAY VARY, AND ARE SHOWN
FOR ILLUSTRATION ONLY
CAVITY INSULATION NOT
SHOWN FOR CLARITY OF
DETAIL
CARRY FLASHING ½” MIN.
BEYOND END OF LINTEL
PREFABRICATED END DAM
IN HEAD JOINT; SET IN
MASTIC IF FLASHING IS NOT
SELF-ADHERING. END DAM
PLACED PRIOR TO
THROUGH-WALL FLASHING
2” RECOMMENDED;
1” MIN.
EXTEND FLASHING
SEALANT FLUSH OR BEYOND
FACE OF MASONRY
END DAM DIAGRAM PREFABRICATED FLASHING END DAM
DIAGRAM 01.410.0202 REV. 02/04/11
© 2011 INTERNATIONAL MASONRY INSTITUTE

79. 1/2”
1/8” 3/4”
ALLOWABLE SOURCE: BUILDING CODE
JOINT TOLERANCE REQUIREMENTS FOR MASONRY
STRUCTURES (ACI 530-05/ASCE 5-
BED JOINT ±1/8” 05/TMS 402-05) REPORTED BY THE
1/4” HEAD JOINT -1/4”, +3/8” MASONRY STANDARDS JOINT
COLLAR JOINT -1/4”, +3/8” COMMITTEE (MSJC)
AREA OF DETAIL
3/8”
3/8” ELEVATION
MORTAR JOINT TOLERANCES
DIAGRAM 01.410.0301 REV. 08/06/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

80. MAX. PERMISSIBLE
DISTORTION PER ASTM
TABLE
FACE BRICK – ALLOWABLE DISTORTION
DIAGRAM 01.410.0401 REV. 11/04/08
© 2011 INTERNATIONAL MASONRY INSTITUTE

81. I
C
D
L D
H = WALL HEIGHT
D = ALLOWABLE
VARIATION FROM
PLUMB AT ANY POINT
WHEN H < 10’-0”
D < 1/4“
WHEN H < 20’-0”
D < 3/8“
H WHEN H > 20’-0”
D < 1/2“
ALLOWABLE VARIATIONS OF MASONRY OUT-OF-PLUMB
DIAGRAM 01.410.1411 REV. 08/24//09
© 2011 INTERNATIONAL MASONRY INSTITUTE

82. L
d
I
C
L
d
L = LENGTH OF WALL WHEN L < 10’-0”
d < 1/4“
d = ALLOWABLE
VARIATION FROM
PLAN AT ANY POINT WHEN L < 20’-0”
d < 3/8“
WHEN L > 20’-0”
d < 1/2“
ALLOWABLE VARIATIONS OF MASONRY OUT-OF-LINE
DIAGRAM 01.410.1412 REV. 08/24//09
© 2011 INTERNATIONAL MASONRY INSTITUTE

83. ≥20’-0”
I
C
L
≤10’-0”
1/4”
1/2”
1/2”
1/4”
ALLOWABLE VARIATIONS OF MASONRY OUT-OF-LEVEL
DIAGRAM 01.410.1413 REV. 08/24//09
© 2011 INTERNATIONAL MASONRY INSTITUTE

84. 18.00% MORTAR 12.21% MORTAR
ONE SQUARE FOOT ONE SQUARE FOOT
MODULAR BRICK, RUNNING BOND UTILITY BRICK, RUNNING BOND
BED JOINTS 4 @ 12” x 3/8” = 18.000 SQ. IN.
HEAD JOINTS 8 @ 2.3125” x 3/8” = 6.938 SQ. IN. 3 @ 12” x 3/8” = 13.500 SQ. IN.
2 @ 1.3125” x 3/8” = 0.984 SQ. IN. 3 @ 3.625” x 3/8” = 4.078 SQ. IN.
25.922 SQ. IN. MORTAR 17.578 SQ. IN. MORTAR
ELEVATIONS MORTAR JOINT MATERIAL TAKEOFF
DIAGRAM 01.410.0311 REV. 08/10/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

85. WHEN WINDOWS ARE
SPACED CLOSE
TOGETHER, LOCATE
VERTICAL EXPANSION
JOINTS AT WINDOW
JAMBS
WHEN WINDOWS ARE
SPACED FAR APART,
LOCATE VERTICAL
EXPANSION JOINTS
BETWEEN WINDOWS
ELEVATIONS MOVEMENT JOINT LAYOUT
DIAGRAM 01.410.1311 REV. 08/10/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

86. 80’-0”
20’-0”
1/2” 1/2”
2¼” 1¼” 1” 1”
STEEL CONCRETE BRICK
(AISC) (ACI) (MSJC)
ALLOWABLE CONSTRUCTION TOLERANCES
DIAGRAM 01.410.1401 REV. 08/21/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

87. Concrete Block
010 Single Wythe
020 Composite
030 Anchored Veneer - Masonry Backup
040 Anchored Veneer - Steel Stud Backup
01 Brick 050 Anchored Veneer - Wood Stud Backup
02 Concrete block 060 Anchored Veneer - Other Backup
03 Stone, rough 070 Adhered Veneer - Masonry Backup
04 Stone, dimensional 080 Adhered Veneer - Steel Stud Backup
06 Tile 090 Adhered Veneer - Wood Stud Backup
07 Terrazzo 100 Adhered Veneer - Other Backup
08 Cement 110 Rain Screen Wall
09 Plaster / Stucco 120 Structural Masonry
10 Restoration 130 Flooring - Interior
11 Terra Cotta 140 Paving - Exterior
12 Refractory 150 Landscape Walls
13 AAC 160 Fireplaces & Chimneys
14 Precast Concrete 210 Training Mockups
15 Accessories 220 Apprentice Contests
21 Structural Steel 310 Building Models
22 Cast-in-Place Conc. 400 Wall Type Analysis
23 Metal Siding 410 Diagrams
40 Wall Type Analysis 510 Modular/Bonding
50 Building Model 610 Sustainability / Energy-Efficiency

88. VERTICAL REINFORCEMENT
AS REQ’D
HORIZONTAL JOINT
REINFORCEMENT
GROUT AS REQ’D
DOWELS MAY BE BENT
UP TO 1” LATERALLY
PER 6” VERTICALLY
CMU SHOWN IN
LONGITUDINAL
SECTION
FOUNDATION
FOUNDATION DOWEL ALIGNMENT
DETAIL 02.010.0301 REV. 02/22/09
© 2011 INTERNATIONAL MASONRY INSTITUTE

89. GROUT & VERTICAL
REINFORCEMENT AS REQ’D
HORIZONTAL JOINT
REINFORCEMENT
SINGLE WYTHE
CONCRETE
MASONRY
NOTE: STRUCTURAL
ELEMENTS MAY VARY
AND ARE SHOWN FOR
ILLUSTRATION ONLY
TWO WYTHES OF CMU
AT BASE COURSE
CUT FLASHING AROUND
CELLS TO BE GROUTED
FOUNDATION
BASE OF WALL SINGLE WYTHE BLOCK, SPLIT BASE COURSE
DETAIL 02.010.0311 REV. 06/30/11
© 2011 INTERNATIONAL MASONRY INSTITUTE

90. GROUT & VERTICAL
REINFORCEMENT AS REQ’D
INTERIOR FINISH
MAY VARY
HORIZONTAL JOINT
REINFORCEMENT
NOTE: STRUCTURAL
ELEMENTS MAY VARY
AND ARE SHOWN FOR
ILLUSTRATION ONLY
SINGLE WYTHE
CONCRETE MASONRY
TERMINATION BAR
SEAL AROUND DOWEL
PENETRATION (SEALANT
NOT SHOWN FOR CLARITY)
FLASHING
FOUNDATION
BASE OF WALL SINGLE WYTHE BLOCK, FLASHING @ INSIDE FACE
DETAIL 02.010.0312 REV. 06/30/11
© 2011 INTERNATIONAL MASONRY INSTITUTE

91. GROUT & VERTICAL
REINFORCEMENT AS REQ’D
HORIZONTAL JOINT
REINFORCEMENT
NOTE: STRUCTURAL
ELEMENTS MAY VARY
AND ARE SHOWN FOR
ILLUSTRATION ONLY
SINGLE WYTHE PROPRIETARY
CONCRETE MESH INSERT
MASONRY
FOUNDATION
PROPRIETARY SINGLE WYTHE
BLOCK FLASHING/ WEEP SYSTEM
BASE OF WALL SINGLE WYTHE BLOCK, PROPRIETARY FLASHING/WEEPS
DETAIL 02.010.0313 REV. 06/30/11
© 2011 INTERNATIONAL MASONRY INSTITUTE

92. GROUT & VERTICAL
REINFORCEMENT AS REQ’D
NOTE: STRUCTURAL
ELEMENTS MAY VARY
HORIZONTAL JOINT AND ARE SHOWN FOR
REINFORCEMENT ILLUSTRATION ONLY
WINDOW SYSTEM
FLASHING
END DAM
SILL
FLASHING
SINGLE WYTHE
CONCRETE MASONRY
SILL DETAIL SINGLE WYTHE BLOCK
DETAIL 02.010.0401 REV. 06/30/11
© 2011 INTERNATIONAL MASONRY INSTITUTE

93. FLOOR CONNECTION DETAIL
DETAIL 02.010.0701 REV. 08/31/07
© 2011 INTERNATIONAL MASONRY INSTITUTE