Upload
scott-conwell-faia
View
6.065
Download
117
Embed Size (px)
DESCRIPTION
This is the International Masonry Institute's Masonry Detailing Series. For more information visit www.masonrydetails.org or www.imiweb.org
Citation preview
Brick
010 Single Wythe
020 Composite
030 Anchored Veneer - Masonry Backup
040 Anchored Veneer - Steel Stud Backup
050 Anchored Veneer - Wood Stud Backup
060 Anchored Veneer - Other Backup
070 Adhered Veneer - Masonry Backup
080 Adhered Veneer - Steel Stud Backup
090 Adhered Veneer - Wood Stud Backup
100 Adhered Veneer - Other Backup
110 Rain Screen Wall
120 Structural Masonry
130 Flooring - Interior
140 Paving - Exterior
150 Landscape Walls
160 Fireplaces & Chimneys
210 Training Mockups
220 Apprentice Contests
310 Building Models
400 Wall Type Analysis
410 Diagrams
510 Modular/Bonding
610 Sustainability / Energy-Efficiency
01 Brick
02 Concrete block
03 Stone, rough
04 Stone, dimensional
06 Tile
07 Terrazzo
08 Cement
09 Plaster / Stucco
10 Restoration
11 Terra Cotta
12 Refractory
13 AAC
14 Precast Concrete
15 Accessories
21 Structural Steel
22 Cast-in-Place Conc.
23 Metal Siding
40 Wall Type Analysis
50 Building Model
© 2011 INTERNATIONAL MASONRY INSTITUTE
AIR/MOISTURE/VAPOR BARRIER AS REQUIRED
HORIZONTAL JOINT REIN-FORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.
CONCRETE MASONRY BACKUP
BRICK VENEER
DRIP EDGE – SEAL AND ADHERE TO FOUNDATION
GROUT & REINFORCEMENT AS REQUIRED
MECH. FASTENED TERMINATION BAR W/ CONT. SEALANT @ TOP
FLEXIBLE FLASHING – SEAL & ADHERE TO DRIP EDGE
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
RIGID INSULATION
BASE OF WALL DETAILDETAIL 01.030.0301 REV. 09/25/09
FLEX. FLASHING, DRIP EDGE, TERM. BAR
WEEP VENT INSERTS
© 2011 INTERNATIONAL MASONRY INSTITUTE
AIR/MOISTURE/VAPOR BARRIER AS REQUIRED
BASE OF WALL DETAILDETAIL 01.030.0302 REV. 09/25/09
FLEX. FLASHING, DRIP EDGE, TERM. BAR, MDCD
HORIZONTAL JOINT REIN-FORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.
CONCRETE MASONRY BACKUP
BRICK VENEER
DRIP EDGE – SEAL AND ADHERE TO FOUNDATION
GROUT & REINFORCEMENT AS REQUIRED
MECH. FASTENED TERMINATION BAR W/ CONT. SEALANT @ TOP
FLEXIBLE FLASHING – SEAL & ADHERE TO DRIP EDGEMORTAR DROPPING
COLLECTION DEVICE (MDCD)
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
RIGID INSULATION
WEEP VENT INSERTS
© 2011 INTERNATIONAL MASONRY INSTITUTE
AIR/MOISTURE/VAPOR BARRIER AS REQUIRED
HORIZONTAL JOINT REIN-FORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.
CONCRETE MASONRY BACKUP
BRICK VENEER
WEEP VENT INSERTS
GROUT & REINFORCEMENT AS REQUIRED
MECH. FASTENED TERMINATION BAR W/ CONT. SEALANT @ TOP
FLEXIBLE FLASHING FLUSH W/ OUTSIDE FACE OF BRICKMORTAR DROPPING
COLLECTION DEVICE (MDCD)
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
RIGID INSULATION
BASE OF WALL DETAILDETAIL 01.030.0303 REV. 09/25/09
FLEX. FLASHING NO DRIP; TERM BAR, MDCD
© 2011 INTERNATIONAL MASONRY INSTITUTE
AIR/MOISTURE/VAPOR BARRIER AS REQUIRED
HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.
CONCRETE MASONRY BACKUP
BRICK VENEER
ADDITIONAL WEEP VENT INSERTS RECOMMENDED
WEEPS INTEGRAL TO DRAINAGE FLASHING SYSTEM
GROUT & REINFORCEMENT AS REQUIRED
DRAINAGE FLASHING SYSTEM
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
RIGID INSULATION
BASE OF WALL DETAILDETAIL 01.030.0304 REV. 09/25/09
DRAINAGE FLASHING
WEEP VENTS AT 2ND COURSE FOR AIR CIRCULATION RECOMMENDED
© 2011 INTERNATIONAL MASONRY INSTITUTE
AIR/MOISTURE/VAPOR BARRIER AS REQUIRED
HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.
CONCRETE MASONRY BACKUP
BRICK VENEER
ADDITIONAL WEEP VENT INSERTS AS REQ’D FOR VENILATED WALL
MESH WEEPS INTEGRAL TO PROPRIETARY DRAINAGE FLASHING SYSTEM
GROUT & REINFORCING AS REQUIRED
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
RIGID INSULATION
FOUNDATION DETAILDETAIL 01.030.0304 REV. 06/25/09
PROPRIETARY DRAINAGE FLASHING (TOTAL FLASH)
PROPRIETARY DRAINGAGE FLASHING SYSTEM W/ INTEGRAL DRIP EDGE, TERM. BAR & WEEP SYSTEM
RUBBERIZED ASPHALT TRANSITION MEMBRANE OVER TERM. BAR
AIR/MOISTURE/VAPOR BARRIER TO SEAL TRANSITION MEMBRANE
© 2011 INTERNATIONAL MASONRY INSTITUTE
AIR/MOISTURE/VAPOR BARRIER AS REQUIRED
HORIZONTAL JOINT REIN-FORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.
CONCRETE MASONRY BACKUP
BRICK VENEER
DRIP EDGE – SEAL AND ADHERE TO FOUNDATION
GROUT & REINFORCEMENT AS REQUIRED
RETURN FLASHING INTO BED JOINT OF BLOCK
FLEXIBLE FLASHING – SEAL & ADHERE TO DRIP EDGE
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
RIGID INSULATION
BASE OF WALL DETAILDETAIL 01.030.0305 REV. 09/25/09
FLEX. FLASHING IN CMU, DRIP EDGE
WEEP VENT INSERTS
© 2011 INTERNATIONAL MASONRY INSTITUTE
AIR/MOISTURE/VAPOR BARRIER AS REQUIRED
HORIZONTAL JOINT REIN-FORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.
CONCRETE MASONRY BACKUP
BRICK VENEER
DRIP EDGE – SEAL AND ADHERE TO FOUNDATION
GROUT & REINFORCEMENT AS REQUIRED
RETURN FLASHING INTO BED JOINT OF BLOCK
FLEXIBLE FLASHING – SEAL & ADHERE TO DRIP EDGE
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
RIGID INSULATION
BASE OF WALL DETAILDETAIL 01.030.0306 REV. 03/16/10
FLEX. FLASHING IN CMU, DRIP EDGE, MDCD
WEEP VENT INSERTS
MORTAR DROPPING COLLECTION DEVICE (MDCD)
© 2011 INTERNATIONAL MASONRY INSTITUTE
AIR/MOISTURE/VAPOR BARRIER AS REQUIRED
HORIZONTAL JOINT REIN-FORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.
CONCRETE MASONRY BACKUP
BRICK VENEER
WEEP VENT INSERTS
GROUT & REINFORCEMENT AS REQUIRED
MECH. FASTENED TERMINATION BAR W/ CONT. SEALANT @ TOP
METAL FLASHING W/ INTEGRAL DRIP EDGE –SEAL AND ADHERE TO FOUNDATION
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
RIGID INSULATION
BASE OF WALL DETAILDETAIL 01.030.0311 REV. 09/25/09
METAL FLASHING W/ DRIP, TERM. BAR, MDCD
MORTAR DROPPING COLLECTION DEVICE (MDCD)
© 2011 INTERNATIONAL MASONRY INSTITUTE
HORIZONTAL JOINT REIN-FORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.
CONCRETE MASONRY BACKUP
BRICK VENEER
GROUT & REINFORCEMENT AS REQUIRED
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
RIGID INSULATION
BASE OF WALL DETAILDETAIL 01.030.0312 REV. 09/25/09
METAL FLASHING, METAL RECEIVER
METAL FLASHING RECEIVER SET IN CMU BED JOINT
METAL FLASHING W/ INTEGRAL DRIP EDGE –SEAL AND ADHERE TO FOUNDATION
WEEP VENT INSERTS
© 2011 INTERNATIONAL MASONRY INSTITUTE
BASE OF WALL DETAILDETAIL 01.030.0321 REV. 09/25/09
BRICK LEDGE, T/FDTN. ABOVE GRADE
HORIZONTAL JOINT REIN-FORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.
CONCRETE MASONRY BACKUP
GRADE TO SLOPE AWAY FROM WALL
BELOW-GRADE INSULATION AND WATERPROOFING
GROUT & REINFORCEMENT AS REQUIRED
FOUNDATION
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
RIGID INSULATION
AIR/MOISTURE/VAPOR BARRIER AS REQUIRED
FLASHING SYSTEM
BRICK VENEER
T/ BRICK LEDGE
4” MIN.
MORTAR DROPPING COLLECTION DEVICE (MDCD)
T/FDTN.
© 2011 INTERNATIONAL MASONRY INSTITUTE
BASE OF WALL DETAILDETAIL 01.030.0322 REV. 01/27/11
BRICK LEDGE, T/FDTN. BELOW GRADE
HORIZONTAL JOINT REIN-FORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.
CONCRETE MASONRY BACKUP
GRADE TO SLOPE AWAY FROM WALL
BELOW-GRADE INSULATION AND WATERPROOFING
GROUT & REINFORCEMENT AS REQUIRED
FOUNDATION
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
RIGID INSULATION
AIR/MOISTURE/VAPOR BARRIER AS REQUIRED
FLASHING SYSTEM
BRICK VENEER
T/ BRICK LEDGE
MORTAR DROPPING COLLECTION DEVICE (MDCD)
T/FDTN.
GROUT OR MORTAR FILL
WATER RESISTANT SURFACE TREATMENT AT BRICK BELOW GRADE
© 2011 INTERNATIONAL MASONRY INSTITUTE
WOOD BLOCKING FOR WINDOW ANCHORAGE
SILL DETAILDETAIL 01.030.0401 REV. 07/28/09
MASONRY SILL, RIGID FLASHING
FLASHING END DAM
MASONRY EXPANSION JOINT AS REQUIRED
WINDOW ASSEMBLY
MASONRY SILL W/ 1/8” x 1/8” CONT. SAW-CUT DRIP
HORIZONTAL JOINT REINFORCEMENT
RIGID INSULATION
RIGID FLASHING TO SPAN ACROSS DRAINAGE CAVITY
ALTERNATE FLASHING LOCATION
WINDOW STOOL NOT SHOWN
© 2011 INTERNATIONAL MASONRY INSTITUTE
SILL DETAILDETAIL 01.030.0402 REV. 08/21/09
MASONRY SILL, RIGID FLASHING, INTERIOR VIEW
CUT BLOCK
WINDOW ASSEMBLY
WINDOW STOOL
CAVITY INSUL.
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
INTERIOR FINISH
2” AIR SPACE RECOMMENDED; 1” AIR SPACE MIN. REQ’D BY CODE FOR VENEERS
KEY DETAIL
© 2011 INTERNATIONAL MASONRY INSTITUTE
UNSUPPORTED BRICK RETURN AT JAMBDETAIL 01.030.0501 REV. 10/20/08
EXTERIOR VIEW CAVITY VIEW
SELF SUPPORTING BRICK RETURN AT JAMB TOOTHED INTO OUTER WYTHE TO FORM 4” CANTILEVER
SILL NOT SHOWN
© 2011 INTERNATIONAL MASONRY INSTITUTE
WINDOW JAMB & SILL DETAILSDETAIL 01.030.0502 REV. 02/19/08
EXTERIOR VIEW INTERIOR VIEW
© 2011 INTERNATIONAL MASONRY INSTITUTE
WINDOW JAMB DETAIL DETAIL 01.030.0502.2D REV. 02/19/08
INTERIOR FINISHHORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
CONCRETE MASONRY BACKUP
BLOCKING
BRICK VENEER
RIGID INSULATION
FLASHING UNDER SILL W/ VERTICAL END DAM @ BOTH ENDS OF SILL
AIR/WATER/VAPOR BARRIER AS REQ’D
WINDOW STOOL
WINDOW SILL
WINDOW ASSEMBLY
3D VIEW
© 2011 INTERNATIONAL MASONRY INSTITUTE
HEAD DETAILDETAIL 01.030.0601 REV. 09/04/07
STEEL LINTEL & BOND BEAM
INTERIOR VIEW
EXTERIOR VIEW
DETAIL FEATURES
• LOOSE LINTEL AT BRICK• BOND BEAM AT BLOCK• LIGHT GAUGE SUPPORTACROSS CAVITY
© 2011 INTERNATIONAL MASONRY INSTITUTE
HEAD DETAILDETAIL 01.030.0603 REV. 09/06/07
STEEL LINTEL W/ DOUBLE ANGLE
INTERIOR VIEWEXTERIOR VIEWDETAIL FEATURES
• LOOSE LINTEL AT BRICK• STEEL ANGLES AT BLOCK• LIGHT GAUGE SUPPORTACROSS CAVITY
© 2011 INTERNATIONAL MASONRY INSTITUTE
HEAD DETAILDETAIL 01.030.0604 REV. 09/27/07
PLATE WELDED TO STEEL BEAM
DETAIL FEATURES
• PLATE WELDED TO I-BEAM• CUT BLOCK AROUND BEAM
© 2011 INTERNATIONAL MASONRY INSTITUTE
SHELF ANGLE DETAIL DETAIL 01.030.0701 REV. 06/19/08
TYP. FACE BRICK
HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
THRU-WALL FLASHING W/ METAL DRIP EDGE SET IN MASTIC OR SEALANT
WEEP/VENT
SEALANT & BACKER ROD
RIGID INSUL.
COMPRESSIBLE FILLER, OPTIONAL
ADJUSTABLE SHELF ANGLE
TYPICAL FACE BRICK ABOVE & BELOW ANGLE
ADJUSTABLE SHELF ANGLE
© 2011 INTERNATIONAL MASONRY INSTITUTE
SHELF ANGLE DETAIL DETAIL 01.030.0701.2D REV. 06/19/08
TYP. FACE BRICK
HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
THRU-WALL FLASHING
WEEP VENT
SEALANT & BACKER ROD
COMPRESSIBLE FILLER, OPTIONAL
TYP. FACE BRICK ABOVE AND BELOW ANGLE
ADJUSTABLE SHELF ANGLE
METAL DRIP EDGE SET IN MASTIC OR SEALANT
RIGID INSULATION
© 2011 INTERNATIONAL MASONRY INSTITUTE
SHELF ANGLE DETAIL DETAIL 01.030.0702 REV. 10/14/07
LIPPED BRICK
HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
THRU-WALL FLASHING W/ METAL DRIP EDGE SET IN MASTIC OR SEALANT
WEEP/VENT
SEALANT & BACKER ROD
RIGID INSUL.
COMPRESSIBLE FILLER, OPTIONAL
ADJUSTABLE. SHELF ANGLE
LIPPED BRICK, OPTIONAL
© 2011 INTERNATIONAL MASONRY INSTITUTE
SHELF ANGLE DETAIL DETAIL 01.030.0702.2D REV. 10/14/07
LIPPED BRICK
HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
THRU-WALL FLASHING
WEEP VENT
SEALANT & BACKER ROD
COMPRESSIBLE FILLER, OPTIONAL
LIPPED BRICK BELOW SHELF ANGLE
ADJUSTABLE SHELF ANGLE
METAL DRIP EDGE SET IN MASTIC OR SEALANT
RIGID INSULATION
© 2011 INTERNATIONAL MASONRY INSTITUTE
SHELF ANGLE DETAIL DETAIL 01.030.0703 REV. 06/19/08
TYP. FACE BRICK, TERM. BAR
HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
THRU-WALL FLASHING
WEEP VENT
SEALANT & BACKER ROD
COMPRESSIBLE FILLER, OPTIONAL
TYP. FACE BRICK ABOVE AND BELOW ANGLE
MECH. FASTENED TERM. BAR
ADJUSTABLE SHELF ANGLE
METAL DRIP EDGE SET IN MASTIC OR SEALANT
RIGID INSUL.
© 2011 INTERNATIONAL MASONRY INSTITUTE
SHELF ANGLE DETAIL DETAIL 01.030.0703.2D REV. 06/19/08
TYP. FACE BRICK, TERM. BAR
HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
THRU-WALL FLASHING
WEEP VENT
SEALANT & BACKER ROD
COMPRESSIBLE FILLER, OPTIONAL
TYP. FACE BRICK ABOVE AND BELOW ANGLE
MECH. FASTENED TERMINATION BAR W/ CONT. BEAD OF SEALANT AT TOP
ADJUSTABLE SHELF ANGLE
METAL DRIP EDGE SET IN MASTIC OR SEALANT
RIGID INSULATION
© 2011 INTERNATIONAL MASONRY INSTITUTE
CUT BLOCK BELOW FLASHING
HORIZONTAL JOINT REINF. @ 16” O.C. W/ INTEGRAL WALL TIES
ROOF MEMBRANE
TERMINATION BAR W/ CONT. SEALANT
FACE BRICK
THRU-WALL FLASHING
ROOF STRUCTURE
SHEET METAL RECEIVER
COUNTER-FLASHING
WEEP VENT
THRU-WALL FLASHING
CMU BACKUP
CAVITY INSUL.
ROOF DETAILDETAIL 01.030.0751 REV. 11/6/07
HIGH WALL – LOW ROOF
© 2011 INTERNATIONAL MASONRY INSTITUTE
ROOF DETAILDETAIL 01.030.0751A REV. 11/6/07
HIGH WALL – LOW ROOF
CANT STRIP
TERMINATION BAR W/ CONT. SEALANT
FACE BRICK
THRU-WALL FLASHING
SHEET METAL RECEIVER
COUNTERFLASHING
WEEP VENT
KEY DETAIL
KEY SECTION
ROOF MEMBRANE
© 2011 INTERNATIONAL MASONRY INSTITUTE
MASONRY WALL CAP DETAIL 01.030.0801 REV. 011/04/08
OPEN CAVITY
MASONRY COPING: LIMESTONE, CAST STONE, CALCIUM SILICATE, OR PRECAST CONCRETE; OVERHANG MASONRY WALL 1½” MIN.; SLOPED TOP
SEE DETAIL 01.759 FOR WALL CAP JOINT OPTIONS
CANTED S.S. THRU-WALL FLASHING W/ 1/2” EXPOSED DRIP EDGE
1/8” SAW-CUT DRIP, BOTH SIDES OF WALL CAP
OPEN DRAINAGE CAVITY, OPTIONAL ABOVE ROOF LINE; ALSO SEE DETAIL 01.752
GROUT & REINFORCING AS REQ’D.
SEALANT BELOW DRIP, OPT. (NOT SHOWN)
HORIZONTAL JOINT REINFORCEMENT W/ WALL TIES
SLOPED MORTAR BED TO SUPPORT CANTED FLASHING, OPT.
S.S. DOWEL W/ SEALANT AROUND PENETRATIONS THROUGH FLASHING
RIGID INSULATION
FACE BRICK
SEALANT & BACKER ROD, BOTH SIDES OF WALL CAP
© 2011 INTERNATIONAL MASONRY INSTITUTE
MASONRY WALL CAP DETAIL 01.030.0802 REV. 011/04/08
FILLED CAVITY
MASONRY COPING: LIMESTONE, CAST STONE, CALCIUM SILICATE, OR PRECAST CONCRETE; OVERHANG MASONRY WALL 1½” MIN.; SLOPED TOP
SEE DETAIL 01.759 FOR WALL CAP JOINT OPTIONS
THROUGH-WALL FLASHING W/ 1/2” DRIP EDGE
1/8” SAW-CUT DRIP, BOTH SIDES OF WALL CAP
DRAINAGE CAVITY
GROUT & REINFORCING AS REQ’D.
SEALANT BELOW DRIP, OPT. (NOT SHOWN)
HORIZONTAL JOINT REINFORCEMENT W/ WALL TIES
GROUT OR MORTAR FILL FOR DOWEL ANCHORAGE AND FLASHING SUPPORT
S.S. DOWEL W/ SEALANT AROUND PENETRATIONS THROUGH FLASHING
RIGID INSULATION
FACE BRICK
SEALANT & BACKER ROD, BOTH SIDES OF WALL CAP
MESH TO RETAIN GROUT OR MORTAR FILL
© 2011 INTERNATIONAL MASONRY INSTITUTE
METAL COPING DETAILDETAIL 01.030.0803 REV. 11/20/07
FACE BRICK
ROOF MEMBRANE
FORMED METAL COPING
ROOF STRUCTURE
CONT. WOOD BLOCKING SLOPED 1” PER FOOT, MIN.
CONT. CLEAT, BOTH SIDES W/ SLOTTED OR OVERSIZED HOLES @ 24” O.C.
4” MIN. LAP JOINT W/ SEALANT
BOND BEAM OR GROUT CORES SOLID AT ANCHOR BOLTS
WOOD NAILER W/ ANCHOR BOLTS
ROOF MEMBRANE UNDER COPING
SEALANT
© 2011 INTERNATIONAL MASONRY INSTITUTE
METAL COPING DETAILDETAIL 01.030.0803.2D REV. 11/20/07
FACE BRICK
ROOF MEMBRANE
FORMED METAL COPING
CONT. WOOD BLOCKING SLOPED 1” PER FOOT, MIN.
BOND BEAM OR GROUT CORES SOLID AT ANCHOR BOLTS
WOOD NAILER W/ ANCHOR BOLTS
ROOF MEMBRANE UNDER COPING
CANT STRIP
SEALANT
CONT. CLEAT W/ SLOTTED OR OVERSIZED HOLES @ 24” O.C.
CONT. CLEAT W/ SLOTTED OR OVER-SIZED HOLES @ 24” O.C.
SEALANT
RIGID INSULATION
CONCRETE MASONRY BACKUP TREATED W/ AIR/ VAPOR/ MOISTURE BARRIER AS REQ’D
© 2011 INTERNATIONAL MASONRY INSTITUTE
MASONRY COPING JOINTSDETAIL 01.030.0811 REV. 11/04/08
TOOLED MORTAR JOINT
INCORRECT
RAKE BACK MORTAR AND APPLY SEALANT JOINT
OPTION 1SEALANT AND BACKER ROD
OPTION 2
© 2011 INTERNATIONAL MASONRY INSTITUTE
ARCHITECTURAL EFFECTDETAIL 01.030.1001 REV. 08/31/07
PROJECTED COURSE
MORTAR
WASH
© 2011 INTERNATIONAL MASONRY INSTITUTE
COLUMN DETAILDIAGRAM 01.030.1101 REV. 07/31/09
AT INTERFACE WITH TUBE STEEL
© 2011 INTERNATIONAL MASONRY INSTITUTE
BEAM DETAILDETAIL 01.030.1201 REV. 03/02/09
PLATE WELDED TO DEEP BEAM
© 2011 INTERNATIONAL MASONRY INSTITUTE
MOVEMENT JOINTDETAIL 01.030.1301 REV. 03/14/11
HORIZONTAL JOINT REINFORCEMENT, DISCONTINUOUS AT MOVEMENT JOINT
OPTION 1:
EJ & CJ ALIGNED
OPTION 2:
EJ & CJ OFFSET
EXPANSION JOINT (EJ):SEALANT, BACKER ROD, & OPTIONAL COMPRESSIBLE FILLER OF PRE- MOLDED FOAM OR NEOPRENE PAD
MOVEMENT JOINT (MJ):CONTROL JOINT AND/ OR EXPANSION JOINT
CONTROL JOINT (CJ): PREFORMED GASKET, SEALANT, & BACKER ROD
CONTROL JOINT (CJ):PREFORMED GASKET, SEALANT, & BACKER ROD
© 2011 INTERNATIONAL MASONRY INSTITUTE
ISOLATION JOINTDETAIL 01.030.1311 REV. 06/18/08
EXISTING WALL
ANCHOR TRANSFERS TRANSVERSE LOADS AND ALLOWS INDEPENDENT MOVEMENT OF INTERSECTING WALLS
SEALANT, BACKER ROD, AND COMPRESSIBLE FILLER
NEW WALL
© 2011 INTERNATIONAL MASONRY INSTITUTE
EXPANSION JOINTDETAIL 01.030.1321 REV. 08/09/09
AT WINDOW
FLASHING MEMBRANE OR PLASTIC BEARING PAD BENEATH BEARING AREA OF ANGLE TO CREATE SLIP PLANE
BACKER ROD OR COMPRESSIBLE MATERIAL AT END OF LINTEL TO AVOID RESTRAINT OF MOVEMENT, AND AT FRONT EDGE OF LINTEL TO PROVIDE BACKER FOR SEALANT
MASONRY EXPANSION JOINT ALIGNED W/ WINDOW JAMB; COMPRESSIBLE FILLER, BACKER ROD & SEALANT
FLASHING END DAM RETURNED INTO HEAD JOINT
WINDOW SYSTEM
STRUCT. STEEL LINTEL
FLASHING SYSTEM W/ DRIP EDGE
© 2011 INTERNATIONAL MASONRY INSTITUTE
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
METAL DRIP EDGE SET IN MASTIC OR SEALANT
WEEP VENT
THRU-WALL FLASHING 8” VERTICAL MIN., ADHERED TO METAL DRIP EDGE
BRICK VENEER
ADJUSTABLE WALL TIES @ 16” O.C. VERTICALLY AND 24” O.C. HORIZONTALLY
MECH. FASTENED TERMINATION BAR
WATER-RESISTANT MEMBRANE
5/8” EXTERIOR SHEATHING
METAL STUDS
RIGID INSULATION
FOUNDATION
BASE OF WALL DETAILDETAIL 01.040.0301 REV. 11/06/07
FLEX. FLASHING, DRIP EDGE, TERM. BAR
© 2011 INTERNATIONAL MASONRY INSTITUTE
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
METAL DRIP EDGE SET IN MASTIC OR SEALANT
WEEP VENT
THRU-WALL FLASHING 8” VERTICAL MIN., ADHERED TO METAL DRIP EDGE
BRICK VENEER
ADJUSTABLE WALL TIES @ 16” O.C. VERTICALLY AND 24” O.C. HORIZONTALLY
MECH. FASTENED TERM. BAR
WATER-RESISTANT MEMBRANE
5/8” EXTERIOR SHEATHING
METAL STUDS
RIGID INSULATION
FOUNDATION
KEY DETAILSEE 02.101
BASE OF WALL DETAILDETAIL 01.040.0301.2D REV. 11/13/07
FLEX. FLASHING, DRIP EDGE, TERM. BAR
© 2011 INTERNATIONAL MASONRY INSTITUTE
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
METAL DRIP EDGE SET IN MASTIC OR SEALANT
WEEP VENT
THRU-WALL FLASHING 8” VERTICAL MIN., ADHERED TO METAL DRIP EDGE
BRICK VENEER
ADJUSTABLE WALL TIES @ 16” O.C. VERTICALLY AND 24” O.C. HORIZONTALLY
MECH. FASTENED TERMINATION BAR
WATER-RESISTANT MEMBRANE
5/8” EXTERIOR SHEATHING
METAL STUDS
RIGID INSULATION
FOUNDATION
CAVITY INSERT/ MORTAR COLLECTION DEVICE
BASE OF WALL DETAILDETAIL 01.040.0302 REV. 11/13/07
FLEX. FLASHING, DRIP EDGE, TERM. BAR, MDCD
© 2011 INTERNATIONAL MASONRY INSTITUTE
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS
METAL DRIP EDGE SET IN MASTIC OR SEALANT
WEEP VENT
THRU-WALL FLASHING 8” VERTICAL MIN., ADHERED TO METAL DRIP EDGE
BRICK VENEER
ADJUSTABLE WALL TIES @ 16” O.C. VERTICALLY AND 24” O.C. HORIZONTALLY
MECH. FASTENED TERM. BAR
WATER-RESISTANT MEMBRANE
5/8” EXTERIOR SHEATHING
METAL STUDS
RIGID INSULATION
FOUNDATION
CAVITY INSERT/ MORTAR COLLECTION DEVICE KEY DETAIL
SEE 02.102
BASE OF WALL DETAILDETAIL 01.040.0302.2D REV. 11/13/07
FLEX. FLASHING, DRIP EDGE, TERM. BAR, MDCD
© 2011 INTERNATIONAL MASONRY INSTITUTE
DETAIL FEATURES
• BELOW GRADE BRICK• GROUT SUPPORTS FLASHING
BELOW GRADE• TERMINATION BAR• CAVITY INSERT• ADJUSTABLE VENEER TIES• AIR BARRIER
BASE OF WALL DETAILDETAIL 01.040.0311 REV. 09/27/07
BRICK LEDGE, T/ FOUNDATION BELOW GRADE
© 2011 INTERNATIONAL MASONRY INSTITUTE
DETAIL FEATURES
• 2-PART FLASHING• ADJUSTABLE VENEER TIES• AIR INFILTRATION BARRIER(HOUSEWRAP)
SILL DETAILDETAIL 01.040.0401 REV. 08/31/07
© 2011 INTERNATIONAL MASONRY INSTITUTE
DETAIL FEATURES
• NO RETURN AT CAVITY
INTERIOR VIEW
EXTERIOR VIEW
WINDOW JAMB DETAILDETAIL 01.040.0501 REV. 09/16/07
© 2011 INTERNATIONAL MASONRY INSTITUTE
SHEATHING
WATER RESISTANT BARRIER
WOOD STUDS
RIGID INSULATION
FLASHING W/ TERMINATION BAR
ADJUSTABLE VENEERANCHORS FASTENEDTHROUGH INSULATION& SHEATHING TO STUDS
WATER RESISTANT BARRIER (HOUSEWRAP) MUST BE USEDIF SHEATHING IS NOT WATER RESISTANT AND JOINTS IN SHEATHING ARE NOT TAPED ANDSEALED. LAP WATER RESISTANTBARRIER OVER TOP OF FLASHING
2” AIR SPACE RECOMMENDED;1” REQ’D FOR DRAINAGE WALLS
PLAN
BACKING SYSTEM
BASE OF WALL DETAILDETAIL 01.050.0301 REV. 02/14/07
FLEX. FLASHING, TERM. BAR
© 2011 INTERNATIONAL MASONRY INSTITUTE
BASE OF WALLDETAIL 01.070.0301 REV. 12/10/09
ADHERED VENEER OVER CMU, NO DRAINAGE MAT
© 2011 INTERNATIONAL MASONRY INSTITUTE
BASE OF WALLDETAIL 01.070.0302 REV. 12/10/09
ADHERED VENEER OVER CMU, DRAINAGE MAT
© 2010 INTERNATIONAL MASONRY INSTITUTE
THIN BRICK MOCKUPDETAIL 01.070.2101 REV. 5/11/10
PREFAB. BRICK PANELS, CMU & STEEL STUD BACKUPS
AREA OF PANEL INSTALLATION DEMONSTRATION
STARTER CHANNEL AT BASE COURSE
4’-0” x 4’-0” METAL STUD/ GLASS MAT REINFORCED GYPSUM BACKUP CONSTRUCTED ON SITE BY S.S. SCHWARZ MASONRY ON MAY 19, 2010
TYVEK WRB
KEENE DRAINAGE MAT AT METAL STUD PORTION ONLY
ENGINEERED THIN BRICK PANEL SYSTEM MECH. FASTENED TO CMU BACKUP
5”± WIDE FILLER STRIP AT CORNERS
NOTE: ALL COMPONENTS OF ENGINEERED 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.
DEMONSTRATE GROUTING JOINTS W/ SPECMIX POLYMER MODIFIED MORTAR APPLIED USING GROUT BAG
CMU BACKUP W/ AIR BARRIER BY DCTC INSTRUCTORS
15# BUILDING FELT
© 2011 INTERNATIONAL MASONRY INSTITUTE
METAL STUD FRAMINGMETAL LATH
WATER RESISTANT BARRIER
STONE CAP IN MORTAR SETTING BED
TYPE S MORTAR SCRATCH COAT
LEVEL SCRATCH COAT AT TOP OF WALL
ADHERED VENEER
LATH OVER TOP OF WALL; LAP OVER WALL LATH 4” MIN.
SELF-ADHERING FLASHING OVER TOP OF WALL CONSTRUCTION; LAP OVER WATER RESISTANT BARRIER
EXTERIOR GYPSUM SHEATHING
SLOPING SOLID SHIM, E.G. BEVELED SIDING
TYPE S MORTAR SETTING BED
TOP OF WALLDETAIL 01.080.0801 REV. 05/13/08
SHEATHING & METAL STUDS
© 2011 INTERNATIONAL MASONRY INSTITUTE
MORTAR SCRATCH COAT
MORTAR SETTING BED
METAL LATH
WATER RESISTANT BARRIER, 2 LAYERS RECOMMENDED
EXTERIOR GYPSUM SHEATHING
INSULATION
WOOD FRAMING
DOUBLE LAP LATH AROUND CORNER TO FRAMING, 16” MIN.
DOUBLE LAP WATER RESISTANT BARRIER AROUND CORNER 16” MIN.
INTERIOR FINISH
ADHERED VENEER
CORNER DETAILDETAIL 01.090.1501 REV. 05/27/08
GYP. SHEATHING & WOOD STUDS, OUTSIDE CORNER
© 2011 INTERNATIONAL MASONRY INSTITUTE
FRESH AIR INTAKE
RAISED HEARTH
MANTEL SHELF
FACESMOKE SHELF
FIREBACK
LINTEL
FIREBOX
DAMPER
FIREPLACE OPENING
SMOKE CHAMBER
STEEL ANGLE TO SUPPORT CORBELED BRICK INFILL ABOVE
FIRESTOP INSUL., 2” MIN.
CHIMNEY
CLAY FLUE LINER
PARGE BRICK AT SMOKE CHAMBER
ASH PIT
FOUNDATION
FIRESTOP INSUL
BRICK INFILL
FIREPLACE DETAILDETAIL 01.160.0101 REV. 01/18/11
© 2011 INTERNATIONAL MASONRY INSTITUTE
CAST IN PLACE REINFORCED CONCRETE CHIMNEY CAP
SPARK ARRESTOR
CEMENTITIOUS BACKER UNIT
CONT. FLASHING UNDER CAP
ROOFING MATERIAL MAY VARY
BRICK OR CMU INFILL
FORMWORK, TO BE REMOVED
½” INSULATION FOR BOND BREAK
BABY TINS. COUNTERFLASHING NOT SHOWN
CLAY FLUE LINER SET IN FIRECLAY MORTAR
SEALANT
CHIMNEY DETAILDETAIL 01.160.0201 REV. 01/18/11
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR FRAMING
4” MIN.
CEMENTITIOUS BACKER UNIT OR OTHER NONCOMBUSTIBLE FORMWORK
PLYWOOD & COMBUSTIBLE FORMWORK MUST BE REMOVED
2” MIN. CLEARANCE TO COMBUSTIBLES, OR PER CODE
CMU OR CONCRETE FOUNDATION
HEARTH SLAB SUPPORT WALL
#4 REBAR, MIN.
HEARTH SUPPORT SLABDETAIL 01.160.0301 REV. 01/18/10
© 2011 INTERNATIONAL MASONRY INSTITUTE
ELEVATIONNOT TO SCALE
2
SECTIONNOT TO SCALE
3
5’-4”
6’-0”
MODULAR FACE BRICK
RIGID INSUL.
WEEP VENTS @ 24” O.C.
8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING
5
S.S. FLASHING & RECEIVER
MOCKUP #01SHEET 01.210.0102 REV. 01/28/08
© 2011 INTERNATIONAL MASONRY INSTITUTE
MODULAR FACE BRICK
3” x 3” 28 GA. S.S. RECEIVER EMBEDDED INTO CMU BACKUP
WEEP VENTS @ 24” O.C.
½” 45° HEMMED DRIP EDGE
8” L. x 6½” H. 28 GA. S.S. FLASHING ON SLOPED MORTAR BED
8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING
2” THICK RIGID INSUL.
HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.
7 5/8”2”2¾”3 5/8”
16”
3D VIEWNOT TO SCALE
4DETAILNOT TO SCALE
5
MOCKUP #01SHEET 01.210.0103 REV. 01/28/08
BASE DETAIL
© 2011 INTERNATIONAL MASONRY INSTITUTE
ELEVATIONNOT TO SCALE
2
SECTIONNOT TO SCALE
3
4’-8”
6’-0”
MODULAR FACE BRICK
WEEP VENTS @ 24” O.C.
8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING
5
RIGID INSULATION
SELF-ADHERING RUBBERIZED ASPHALT FLASHING
S.S. TERM. BAR
10” H. CAVITY INSERT
HOR. JOINT REINF./ WALL TIES
S.S. DRIP
MOCKUP #02SHEET 01.210.0202 REV. 01/30/08
© 2011 INTERNATIONAL MASONRY INSTITUTE
MODULAR FACE BRICK
¾” S.S. TERMINATION BAR W/ CONT. SEALANT @ TOP
2” THICK x 10” H. CAVITY INSERT
3” WIDE S.S. W/ 45°HEMMED DRIP EDGE PROJECTING ½” FROM FACE OF BRICK, SET IN MASTIC (OPT.) ON SLOPED MORTAR BED
40 MIL SELF-ADHERING RUBBERIZED ASPHALT FLASHING ON SLOPED MORTAR BED
8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING
2” THICK RIGID INSUL.
HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.
7 5/8”2”2¾”3 5/8”
16”
3D VIEWNOT TO SCALE
4DETAILNOT TO SCALE
5
WEEP VENTS @ 24” O.C.
MOCKUP #02SHEET 01.210.0203 REV. 01/30/08
BASE DETAIL
© 2011 INTERNATIONAL MASONRY INSTITUTE
ELEVATIONNOT TO SCALE
2
SECTIONNOT TO SCALE
3
4’-8”
6’-0”
MODULAR FACE BRICK
WEEP VENTS @ 24” O.C.
8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING
5
RIGID INSULATION
5 OZ. COPPER FLASHING
10” H. CAVITY INSERT
HOR. JOINT REINF.W/ WALL TIES @ THIRD BLOCK COURSE; NO WALL TIES @ BASE COURSE REINF.
MOCKUP #03SHEET 01.210.0302 REV. 02/05/08
© 2011 INTERNATIONAL MASONRY INSTITUTE
MODULAR FACE BRICK
2” THICK x 10” H. CAVITY INSERT
5 OZ. COPPER FLASHING ON SLOPED MORTAR BED, EMBEDDED INTO CMU BACKUP
8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING
2” THICK RIGID INSUL.
HOR. JOINT REINF. W/OUT WALL TIES @ BASE COURSE
7 5/8”2”2¾”3 5/8”
16”
3D VIEWNOT TO SCALE
4DETAILNOT TO SCALE
5
WEEP VENTS @ 24” O.C.
MOCKUP #03SHEET 01.210.0303 REV. 02/05/08
BASE DETAIL
© 2011 INTERNATIONAL MASONRY INSTITUTE
3D OVERVIEWNOT TO SCALE
1
MOCKUP #04SHEET 01.210.0401 REV. 02/19/08
© 2011 INTERNATIONAL MASONRY INSTITUTE
SECTIONNOT TO SCALE
3 SILL DETAILNOT TO SCALE
5
5’-4” HEAD DETAIL
NOT TO SCALE4
HALF-HIGH BLOCK AT SILL
1” S.S. TERM. BAR W/ CONT. SEALANT
40 MIL SELF-ADHERING RUBBERIZED ASPHALT FLASHING
SLOPE BRICK ROWLOCK SILL 15º
26 GA. STAINLESS STEEL EXTENDING INTO CMU BACKUP TO SUPPORT THRU-WALL FLASHING ACROSS AIR SPACE; ½” 45° HEMMED DRIP EDGE
COTTON SASH CORD ROPE WICK @ 16” O.C.
WEEP VENTS @ 24” O.C.
(2) 3½” x 3½” x 3/16” STEEL ANGLES, 8” BEARING EA. END
3½” x 3½” x 3/16” STEEL ANGLE W/ 4” BEARING EA. END
½” 45° S.S. HEMMED DRIP EDGE, 3” WIDE
40 MIL SELF-ADHERING RUBBERIZED ASPHALT FLASHING
2” RIGID INSUL.
4
5
3 5/8” 2¾” 2” 7 5/8””
MOCKUP #04SHEET 01.210.0403 REV. 02/19/08
© 2011 INTERNATIONAL MASONRY INSTITUTE
SILL DETAILNOT TO SCALE
7SILL DETAILNOT TO SCALE
6
26 GA. STAINLESS STEEL EXTENDING INTO CMU BACKUP TO SUPPORT THRU-WALL FLASHING ACROSS AIR SPACE; ½” 45° HEMMED DRIP EDGE
2” VERTICAL END DAM, FIELD FORMED WITH RUBBERIZED ASPHALT FLASHING
COTTON SASH CORD ROPE WICK @ 16” O.C.
40 MIL SELF-ADHERING RUBBERIZED ASPHALT THRU-WALL FLASHING
SLOPE BRICK ROWLOCK SILL 15º
MOCKUP #04SHEET 01.210.0404 REV. 02/19/08
SILL DETAILS
© 2011 INTERNATIONAL MASONRY INSTITUTE
HEAD DETAILNOT TO SCALE
8
MODULAR FACE BRICK
WEEP VENTS @ 24” O.C.
RIGID INSULATION
40 MIL SELF-ADHERING RUBBERIZED ASPHALT THRU-WALL FLASHING
26 GA. STAINLESS STEEL ½”, 45°HEMMED DRIP EDGE
¾” S.S. TERMINATION BAR W/ CONT. SEALANT @ TOP
HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.
2” VERTICAL END DAM, FIELD FORMED WITH RUBBERIZED ASPHALT FLASHING
(2) 3½” x 3½” x 3/16” STEEL ANGLES, 8” BEARING EA. END
RETURN FACE BRICK AT JAMBS
3½” x 3½” x 3/16” STEEL ANGLE W/ 4” BEARING EA. END
MOCKUP #04SHEET 01.210.0405 REV. 02/19/08
HEAD DETAIL
© 2011 INTERNATIONAL MASONRY INSTITUTE
END DAM DIAGRAMDIAGRAM 01.410.0201 REV. 02/04/11
EXTEND FLASHING FLUSH OR BEYOND FACE OF MASONRY
CARRY FLASHING ½” MIN. BEYOND END OF LINTEL AND TURN UP TO FORM END DAM IN HEAD JOINT
FIELD-FORMED FLASHING END DAM
CAVITY INSULATION NOT SHOWN FOR CLARITY OF DETAIL
2” RECOMMENDED; 1” MIN.
SEALANT
NOTE: STRUCTURAL ELEMENTS MAY VARY, AND ARE SHOWN FOR ILLUSTRATION ONLY
© 2011 INTERNATIONAL MASONRY INSTITUTE
END DAM DIAGRAMDIAGRAM 01.410.0202 REV. 02/04/11
EXTEND FLASHING FLUSH OR BEYOND FACE OF MASONRY
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.
PREFABRICATED FLASHING END DAM
CARRY FLASHING ½” MIN. BEYOND END OF LINTEL
CAVITY INSULATION NOT SHOWN FOR CLARITY OF DETAIL
SEALANT
NOTE: STRUCTURAL ELEMENTS MAY VARY, AND ARE SHOWN FOR ILLUSTRATION ONLY
© 2011 INTERNATIONAL MASONRY INSTITUTE
MORTAR JOINT TOLERANCESDIAGRAM 01.410.0301 REV. 08/06/09
3/8”
3/8”
1/4”
1/2”
1/8” 3/4”
ALLOWABLE JOINT TOLERANCE
BED JOINT ±1/8” HEAD JOINT -1/4”, +3/8” COLLAR JOINT -1/4”, +3/8”
AREA OF DETAIL
ELEVATION
SOURCE: BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-05/ASCE 5-05/TMS 402-05) REPORTED BY THE MASONRY STANDARDS JOINT COMMITTEE (MSJC)
© 2011 INTERNATIONAL MASONRY INSTITUTE
FACE BRICK – ALLOWABLE DISTORTIONDIAGRAM 01.410.0401 REV. 11/04/08
MAX. PERMISSIBLE DISTORTION PER ASTM TABLE
© 2011 INTERNATIONAL MASONRY INSTITUTE
ALLOWABLE VARIATIONS OF MASONRYDIAGRAM 01.410.1411 REV. 08/24//09
OUT-OF-PLUMB
D
WALL HEIGHT
ALLOWABLE VARIATION FROM PLUMB AT ANY POINT
LCI
D
H =
D =
H < 10’-0” D < 1/4“
WHEN
H < 20’-0” D < 3/8“
WHEN
H > 20’-0” D < 1/2“
WHENH
© 2011 INTERNATIONAL MASONRY INSTITUTE
ALLOWABLE VARIATIONS OF MASONRYDIAGRAM 01.410.1412 REV. 08/24//09
OUT-OF-LINE
d
L < 10’-0” d < 1/4“
WHEN
L < 20’-0” d < 3/8“
WHEN
L > 20’-0” d < 1/2“
WHEN
CIL
d
L
LENGTH OF WALL
ALLOWABLE VARIATION FROM PLAN AT ANY POINT
L =
d =
© 2011 INTERNATIONAL MASONRY INSTITUTE
ALLOWABLE VARIATIONS OF MASONRYDIAGRAM 01.410.1413 REV. 08/24//09
OUT-OF-LEVEL
CIL
1/4
”
1/2
”
≤10’-0”
1/4
”
1/2
”
≥20’-0”
© 2011 INTERNATIONAL MASONRY INSTITUTE
ELEVATIONSDIAGRAM 01.410.0311 REV. 08/10/09
MORTAR JOINT MATERIAL TAKEOFF
UTILITY BRICK, RUNNING BONDMODULAR BRICK, RUNNING BOND
4 @ 12” x 3/8” = 18.000 SQ. IN.BED JOINTS
HEAD JOINTS 8 @ 2.3125” x 3/8” = 6.938 SQ. IN.
2 @ 1.3125” x 3/8” = 0.984 SQ. IN.
25.922 SQ. IN. MORTAR
3 @ 12” x 3/8” = 13.500 SQ. IN.
3 @ 3.625” x 3/8” = 4.078 SQ. IN.
17.578 SQ. IN. MORTAR
18.00% MORTAR 12.21% MORTAR
ONE SQUARE FOOT ONE SQUARE FOOT
© 2011 INTERNATIONAL MASONRY INSTITUTE
ELEVATIONSDIAGRAM 01.410.1311 REV. 08/10/09
WHEN WINDOWS ARE SPACED FAR APART, LOCATE VERTICAL EXPANSION JOINTS BETWEEN WINDOWS
MOVEMENT JOINT LAYOUT
WHEN WINDOWS ARE SPACED CLOSE TOGETHER, LOCATE VERTICAL EXPANSION JOINTS AT WINDOW JAMBS
© 2011 INTERNATIONAL MASONRY INSTITUTE
ALLOWABLE CONSTRUCTION TOLERANCESDIAGRAM 01.410.1401 REV. 08/21/09
STEEL (AISC)
CONCRETE (ACI)
BRICK (MSJC)
1”1”2¼”1/2” 1/2”
1¼”
80’-0”
20’-0”
Concrete Block
010 Single Wythe
020 Composite
030 Anchored Veneer - Masonry Backup
040 Anchored Veneer - Steel Stud Backup
050 Anchored Veneer - Wood Stud Backup
060 Anchored Veneer - Other Backup
070 Adhered Veneer - Masonry Backup
080 Adhered Veneer - Steel Stud Backup
090 Adhered Veneer - Wood Stud Backup
100 Adhered Veneer - Other Backup
110 Rain Screen Wall
120 Structural Masonry
130 Flooring - Interior
140 Paving - Exterior
150 Landscape Walls
160 Fireplaces & Chimneys
210 Training Mockups
220 Apprentice Contests
310 Building Models
400 Wall Type Analysis
410 Diagrams
510 Modular/Bonding
610 Sustainability / Energy-Efficiency
01 Brick
02 Concrete block
03 Stone, rough
04 Stone, dimensional
06 Tile
07 Terrazzo
08 Cement
09 Plaster / Stucco
10 Restoration
11 Terra Cotta
12 Refractory
13 AAC
14 Precast Concrete
15 Accessories
21 Structural Steel
22 Cast-in-Place Conc.
23 Metal Siding
40 Wall Type Analysis
50 Building Model
© 2011 INTERNATIONAL MASONRY INSTITUTE
VERTICAL REINFORCEMENT AS REQ’D
GROUT AS REQ’D
HORIZONTAL JOINT REINFORCEMENT
CMU SHOWN IN LONGITUDINAL SECTION
DOWELS MAY BE BENT UP TO 1” LATERALLY PER 6” VERTICALLY
FOUNDATION
FOUNDATION DOWEL ALIGNMENTDETAIL 02.010.0301 REV. 02/22/09
© 2011 INTERNATIONAL MASONRY INSTITUTE
GROUT & VERTICAL REINFORCEMENT AS REQ’D
NOTE: STRUCTURAL ELEMENTS MAY VARY AND ARE SHOWN FOR ILLUSTRATION ONLY
HORIZONTAL JOINT REINFORCEMENT
FOUNDATION
BASE OF WALL DETAIL 02.010.0311 REV. 06/30/11
CUT FLASHING AROUND CELLS TO BE GROUTED
TWO WYTHES OF CMU AT BASE COURSE
SINGLE WYTHE BLOCK, SPLIT BASE COURSE
SINGLE WYTHE CONCRETE MASONRY
© 2011 INTERNATIONAL MASONRY INSTITUTE
BASE OF WALL DETAIL 02.010.0312 REV. 06/30/11
SINGLE WYTHE BLOCK, FLASHING @ INSIDE FACE
NOTE: STRUCTURAL ELEMENTS MAY VARY AND ARE SHOWN FOR ILLUSTRATION ONLY
HORIZONTAL JOINT REINFORCEMENT
FOUNDATION
FLASHING
TERMINATION BAR
INTERIOR FINISH MAY VARY
GROUT & VERTICAL REINFORCEMENT AS REQ’D
SINGLE WYTHE CONCRETE MASONRY
SEAL AROUND DOWEL PENETRATION (SEALANT NOT SHOWN FOR CLARITY)
© 2011 INTERNATIONAL MASONRY INSTITUTE
BASE OF WALL DETAIL 02.010.0313 REV. 06/30/11
SINGLE WYTHE BLOCK, PROPRIETARY FLASHING/WEEPS
NOTE: STRUCTURAL ELEMENTS MAY VARY AND ARE SHOWN FOR ILLUSTRATION ONLY
HORIZONTAL JOINT REINFORCEMENT
FOUNDATION
PROPRIETARY SINGLE WYTHE BLOCK FLASHING/ WEEP SYSTEM
PROPRIETARY MESH INSERT
SINGLE WYTHE CONCRETE MASONRY
GROUT & VERTICAL REINFORCEMENT AS REQ’D
© 2011 INTERNATIONAL MASONRY INSTITUTE
GROUT & VERTICAL REINFORCEMENT AS REQ’D
NOTE: STRUCTURAL ELEMENTS MAY VARY AND ARE SHOWN FOR ILLUSTRATION ONLYHORIZONTAL JOINT
REINFORCEMENT
SILL DETAIL DETAIL 02.010.0401 REV. 06/30/11
FLASHING
FLASHING END DAM
SINGLE WYTHE BLOCK
WINDOW SYSTEM
SINGLE WYTHE CONCRETE MASONRY
SILL
© 2011 INTERNATIONAL MASONRY INSTITUTE
AS REQ’DFIREPROOF SEALANT
FIRESTOP INSULATION MINERAL WOOL
AS REQ’DGROUT & REINFORCING
AT TOP COURSESOLID CMU
ANGLES @ 4’-0” O.C.3” x 3” x 8” L. CLIP
MECH. FASTENED TO UNDERSIDE OF SLAB,BOTH SIDES OF WALL
CONCRETE MASONRY FIREWALL DETAIL 02.010.0702 REV. 08/31/07
T/ WALL AT SLAB ABOVE
© 2011 INTERNATIONAL MASONRY INSTITUTE
MASONRY WALL CAP DETAIL 02.010.0801 REV. 11/04/08
SINGLE WYTHE CMU
MASONRY COPING: LIMESTONE, CAST STONE, CALCIUM SILICATE, OR PRECAST CONCRETE; OVERHANG MASONRY WALL 1½” MIN.; SLOPED TOP
SEE DETAIL 01.030.0811 FOR WALL CAP JOINT OPTIONS
S.S. FLASHING DRIP, BOTH SIDES OF CAP
S.S. DOWEL W/ SEALANT AROUND PENETRATIONS THROUGH FLASHING
SEALANT BELOW DRIP, OPT. (NOT SHOWN)
HORIZONTAL JOINT REINFORCEMENT
GROUT OR MORTAR FILL FOR DOWEL ANCHORAGE AND FLASHING SUPPORT
SEALANT & BACKER ROD, BOTH SIDES OF WALL CAP
MESH TO RETAIN GROUT OR MORTAR FILL
1/8” SAW-CUT DRIP, BOTH SIDES OF WALL CAP
© 2011 INTERNATIONAL MASONRY INSTITUTE
SPECIAL SHAPE PILASTER BLOCK
CMU PILASTER W/ GROUT & REINFORCEMENT PER STRUCTURAL ENGINEER
REBAR POSITIONER
GROUTED CELLS PER STRUCTURAL ENGINEER
LOAD BEARING PILASTERDETAIL 02.010.1101 REV. 06/17/08
© 2011 INTERNATIONAL MASONRY INSTITUTE
CONTINUOUS HORIZONTAL STEEL
LINTEL UNITS
BOND BEAM UNITS
VERTICAL STEEL
FLEXURAL STEEL
STIRRUPS
DEEP BEAM DETAIL DETAIL 02.010.1201 REV. 03/02/09
© 2011 INTERNATIONAL MASONRY INSTITUTE
3D VIEW
PLAN
ELEVATION
VERTICAL REINFORCEMENT W/ 90° STANDARD HOOK, LATERALLY OFFSET FROM BOND BEAM REINFORCEMENT
BOND BEAM REINFORCEMENT
BOND BEAMDETAIL 02.010.1202 REV. 03/03/08
AT TOP OF WALL
© 2011 INTERNATIONAL MASONRY INSTITUTE
GROUT & REINFORCING WHERE REQUIRED
SASH BLOCK
PREFORMED GASKET
CAULK & BACKER ROD
TERMINATE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINT
CONTROL JOINT PREFORMED GASKET
DETAIL 02.010.1301 REV. 03/14/11
NOTE: STRUCTURAL ELEMENTS MAY VARY, AND ARE SHOWN FOR ILLUSTRATION ONLY
© 2011 INTERNATIONAL MASONRY INSTITUTE
BUILDING PAPER
GROUT FILL
CAULK & BACKER ROD
TERMINATE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINT
CONTROL JOINT GROUT FILL
DETAIL 02.010.1302 REV. 03/14/11
NOTE: STRUCTURAL ELEMENTS MAY VARY, AND ARE SHOWN FOR ILLUSTRATION ONLY
GROUT & REINFORCING WHERE REQUIRED
© 2011 INTERNATIONAL MASONRY INSTITUTE
GROUT & REINFORCING WHERE REQUIRED
CAULK & BACKER ROD
TERMINATE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINT
CERAMIC FIBER BLANKET WHERE REQUIRED FOR FIRE RATING
CONTROL JOINT FIRE-RATED
DETAIL 02.010.1303 REV. 03/14/11
NOTE: STRUCTURAL ELEMENTS MAY VARY, AND ARE SHOWN FOR ILLUSTRATION ONLY
© 2011 INTERNATIONAL MASONRY INSTITUTE
GROUT-FILLED CELLS
GROUT-FILLED CELLS
ANCHOR TRANSFERS TRANSVERSE LOADS AND ALLOWS INDEPENDENT MOVEMENT OF INTERSECTING WALLS
SEALANT AND BACKER ROD
COMPRESSIBLE FILLER
CONTROL JOINT DETAIL 02.010.1311 REV. 06/18/08
© 2011 INTERNATIONAL MASONRY INSTITUTE
WALL SECTIONDETAIL 02.120.0101 REV. 08/21/09
HYBRID WALL SYSTEM
© 2011 INTERNATIONAL MASONRY INSTITUTE
WALL SECTIONDETAIL 02.120.0102 REV. 08/21/09
HYBRID WALL SYSTEM
© 2011 INTERNATIONAL MASONRY INSTITUTE
FOUNDATION DETAILDETAIL 02.120.0301 REV. 07/24/09
HYBRID TYPE I & IIa
FOUNDATION LAP LENGTH = TENSION LAP
T/ SLAB
DOWEL –DRILL OR CAST
CONCRETE FOUNDATION
HORIZONTAL JOINT REINFORCEMENT
FIG. 1IMI TECH BRIEF 02.13.02
© 2011 INTERNATIONAL MASONRY INSTITUTE
FOUNDATION DETAILDETAIL 02.120.0302 REV. 07/24/09
HYBRID TYPE IIb
FOUNDATION LAP LENGTH = 1’-0”
T/ SLAB
DOWEL –DRILL OR CAST
CONCRETE FOUNDATION
HORIZONTAL JOINT REINFORCEMENT
FIG. 3IMI TECH BRIEF 02.13.02
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR DETAILDETAIL 02.120.0701 REV. 07/27/09
HYBRID TYPE I & IIa
LAP LENGTH = TENSION LAPT/ FLOOR
HORIZONTAL JOINT REINFORCEMENT
FIG. 2IMI TECH BRIEF 02.13.02
WELDABLE REINFORCEMENT
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR DETAILDETAIL 02.120.0702 REV. 07/27/09
HYBRID TYPE IIB
LAP LENGTH = 1’-0”T/ FLOOR
HORIZONTAL JOINT REINFORCEMENT
FIG. 4IMI TECH BRIEF 02.13.02
BENT BAR
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR CONNECTION DETAILDETAIL 02.120.0711 REV. 03/02/09
OPTION 1
WELDABLE REINFORCEMENT
BOND BEAM THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER
1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT
BOND BEAM
GROUT & REINFORCING AS REQ’D
SECTION3D VIEW
ROOF DECK
NOTE: FLASHING, WALL CAP, FACE BRICK, AND OTHER NON-STRUCTURAL COMPONENTS ARE NOT SHOWN FOR CLARITY
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR CONNECTION DETAILDETAIL 02.120.0712 REV. 03/04/09
OPTION 2
LATERAL BRACING AS REQ’D FOR WF
BOND BEAM
THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER
1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT
BOND BEAM
GROUT & REINFORCING AS REQ’D
SECTION3D VIEW
ROOF DECK
NOTE: FLASHING, WALL CAP, FACE BRICK, AND OTHER NON-STRUCTURAL COMPONENTS ARE NOT SHOWN FOR CLARITY
CONT. PLATE
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR CONNECTION DETAILDETAIL 02.120.0713 REV. 03/04/09
OPTION 3
BOND BEAM
THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER
1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT
BOND BEAM
GROUT & REINFORCING AS REQ’D
SECTION3D VIEW
ROOF DECK
NOTE: FLASHING, WALL CAP, FACE BRICK, AND OTHER NON-STRUCTURAL COMPONENTS ARE NOT SHOWN FOR CLARITY
CUT CMU AROUND JOIST BEARING
CONT. PLATE
© 2011 INTERNATIONAL MASONRY INSTITUTE
PLANK AT BEARING WALLDETAIL 02.120.0751 REV. 11/25/08
INTERMEDIATE ELEVATION
2’-0 HORIZ. x 2’-0” VERT. #4 DOWELS AND GROUT AT PLANK KEYWAYS –SEE DETAIL 20.P02
3” MIN. BEARING & BEARING STRIP
BOND BEAM W/ (2) #5, CONT, OR AS REQ’D
GROUT PLANK SOLID AT BEARING
GROUT & VERTICAL REINFORCING AS REQUIRED
SOLID CMU
PRECAST CONCRETE PLANK
NOTE: VENEER & AIR/ MOISTURE BARRIER NOT SHOWN
HORIZONTAL. JOINT REINFORCEMENT
TOPPING IF REQ’D
LAP VERTICAL BAR SPLICE ABOVE PLANK LEVEL
© 2011 INTERNATIONAL MASONRY INSTITUTE
PLANK AT BEARING WALLDETAIL 02.120.0752 REV. 11/25/08
INTERIOR WALL, INTERMEDIATE ELEV.
GROUT & 5/16” DIA. STRAND OR #3 BAR x 6’-0” LONG IN KEYWAYS
3” MIN. BEARING & BEARING STRIP
BOND BEAM W/ (2) #5, CONT., OR AS REQ’D
GROUT & VERTICAL REINFORCING AS REQ’D
PRECAST CONCRETE PLANK
HORIZ. JOINT REINFORCEMENT
TOPPING IF REQ’D
LAP SPLICE ABOVE PLANK LEVEL
© 2011 INTERNATIONAL MASONRY INSTITUTE
TOP OF WALL DETAILDETAIL 02.120.0801 REV. 07/27/09
HYBRID TYPE I & II
THRU BOLT OR LAG BOLT DEPENDENT UPON LOADING
GAP
HORIZONTAL JOINT REINFORCEMENT
FIG. 5 IMI TECH BRIEF 02.13.02
1½”
INSTALL PLATES TO ATTACH TO BEAM
FOR TYPE I WALLS, PROVIDE SOFT JOINT (GAP TO ALLOW FOR MOVEMENT); FOR TYPE II WALLS, FILL GAP TIGHT
© 2011 INTERNATIONAL MASONRY INSTITUTE
PLANK AT BEARING WALLDETAIL 02.120.0851 REV. 11/25/08
TOP OF WALL
2’-0 HORIZ. x 2’-0” VERT. #4 DOWELS AND GROUT AT PLANK KEYWAYS
3” MIN. BEARING & BEARING STRIP
BOND BEAM W/ (2) #5, CONT., OR AS REQ’D
GROUT & VERTICAL REINFORCING AS REQ’D.
SOLID CMU
PRECAST CONCRETE PLANK
NOTE: VENEER & AIR/ MOISTURE BARRIER NOT SHOWN
HORIZ. JOINT REINFORCEMENT
© 2011 INTERNATIONAL MASONRY INSTITUTE
PLANK AT BEARING WALLDETAIL 02.120.0852 REV. 11/25/08
INTERIOR, TOP OF WALL
GROUT & 5/16” DIA. STRAND OR #3 BAR x 6’-0” LONG IN KEYWAYS
3” MIN. BEARING & BEARING STRIP
BOND BEAM W/ (2) #5, CONT., OR AS REQ’D
GROUT & VERTICAL REINFORCING AS REQ’D
PRECAST CONCRETE PLANK
CONT. HORIZONTAL JOINT REINFORCEMENT AT TOP 2 COURSES, AND 16” O.C. BELOW, TYP., UNLESS BOND BEAMS ARE USED
VERTICAL REINFORCEMENT; LAP SPLICE W/ TOP DOWEL AS REQ’D
GROUT PLANK SOLID AT BEARING
© 2011 INTERNATIONAL MASONRY INSTITUTE
COLUMN CONNECTION DETAILSDETAIL 02.120.1101 REV. 10/15/08
OPTION 1
16 GA. x 1½” W. STRAP ANCHOR W/ 2” VERTICAL LEGS
3D VIEWS
BACKER ROD & SEALANT
LIGHT GAGE METAL BACKER AS REQ’D
PROVIDE GAP EQUIVALENT TO ANTICIPATED FRAME DRIFT
PLANSN.T.S.
BACKER ROD & SEALANT
PROVIDE GAP EQUIVALENT TO ANTICIPATED FRAME DRIFT
FOR FIRE-RATED CONSTRUCTION, USE FIRE-RATED SEALANT
FIREPROOFING FOR STEEL NOT SHOWN
APPLIES TO TYPE IAND TYPE II HYBRID
TYPE III HYBRID WOULD REQUIRE FULL BEARING AT STEEL INTERFACES WITH COLUMNS & BEAMS
NOTES:
1.
2.
3.
4.
© 2011 INTERNATIONAL MASONRY INSTITUTE
COLUMN CONNECTION DETAILSDETAIL 02.120.1102 REV. 10/15/08
OPTION 2
3/16”Ф GALVANIZED WIRE ANCHOR
3D VIEWS
BACKER ROD & SEALANT
LIGHT GAGE METAL BACKER AS REQ’D
PROVIDE GAP EQUIVALENT TO ANTICIPATED FRAME DRIFT
PLANSN.T.S.
BACKER ROD & SEALANT
PROVIDE GAP EQUIVALENT TO ANTICIPATED FRAME DRIFT
FOR FIRE-RATED CONSTRUCTION, USE FIRE-RATED SEALANT
FIREPROOFING FOR STEEL NOT SHOWN
APPLIES TO TYPE IAND TYPE II HYBRID
TYPE III HYBRID WOULD REQUIRE FULL BEARING AT STEEL INTERFACES WITH COLUMNS & BEAMS
NOTES:
1.
2.
3.
4.
© 2011 INTERNATIONAL MASONRY INSTITUTE
COLUMN CONNECTION DETAILDETAIL 02.120.1103 REV. 07/24/09
LIGHT GAGE METAL BACKER AS REQ’D
FIG. 6IMI TECH BRIEF 02.13.02
PROVIDE GAP EQUIVALENT TO FRAME DRIFT ANTICIPATED
BACKER ROD & SEALANT, BOTH SIDES OF CMU WALL
3/16” Ф WIRE ANCHOR
NOTES
FOR FIRE-RATED CONSTRUC-TION, USE FIRE-RATED SEALANT
FIREPROOFING FOR STEEL NOT SHOWN
APPLIES TO TYPE I AND II HYBRID
TYPE III HYBRID WOULD REQUIRE FULL BEARING AT STEEL INTER-FACES WITH COLUMNS & BEAMS
1.
2.
3.
4.
© 2011 INTERNATIONAL MASONRY INSTITUTE
UNDERSIDE OF BEAMDETAIL 02.120.1201 REV. 03/02/09
OPTION 1
OPTION 1A: A-SHAPED BLOCK AT TOP COURSE; OR OPTION 1B: CUT OUT FACE SHELL AND REPLACE AFTER GROUTING; HEIGHT VARIES
BOND BEAM AT SECOND COURSE FROM TOP
THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER
1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT
OPTION 1A OPTION 1B
SIZE GAP FOR DRIFT & DEFLECTION OF BEAM FOR TYPE I HYBRID; ORFILL GAP W/ DRYPACK FOR TYPE II OR TYPE III HYBRID
GROUT & REINFORCING AS REQ’D
© 2011 INTERNATIONAL MASONRY INSTITUTE
UNDERSIDE OF BEAMDETAIL 02.120.1202 REV. 03/02/09
OPTION 2
OPTION 2: SOLID BLOCK AT TOP COURSE (HEIGHT VARIES)
BOND BEAM AT SECOND COURSE FROM TOP
THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER
1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT
SIZE GAP FOR DRIFT & DEFLECTION OF BEAM FOR TYPE I HYBRID; ORFILL GAP W/ DRYPACK FOR TYPE II OR TYPE III HYBRID
GROUT & REINFORCING AS REQ’D
OPTION 2
© 2011 INTERNATIONAL MASONRY INSTITUTE
UNDERSIDE OF BEAMDETAIL 02.120.1203 REV. 03/02/09
OPTION 3, TYPE II OR TYPE III HYBRID ONLY
OPTION 3: GROUT SOLID FOR TYPE II OR TYPE III HYBRID ONLY
BOND BEAM AT TOP COURSE
THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER
1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT
STUDS WELDED TO UNDERSIDE OF BEAM
GROUT & REINFORCING AS REQ’D
TEMPORARY FORMWORK FOR GROUT
© 2011 INTERNATIONAL MASONRY INSTITUTE
WALL INTERSECTION DETAILDETAIL 02.120.1501 REV. 08/21/09
GROUT & VERTICAL REINFORCING AS REQ’D
EXPANSION JOINT IF REQ’D (SEALANT & BACKER ROD NOT SHOWN)
CONTROL JOINT IF REQ’D (SEALANT & BACKER ROD NOT SHOWN)
HORIZONTAL JOINT REINFORCEMENT; DO NOT CONTINUE REINF. THROUGH C.J.
PREFABRICATED HORIZONTAL JOINT REINFORCEMENT T-SECTIONS (L-SECTIONS AT CORNERS
BRICK VENEER
ADJUSTABLE WALL TIES @ 16” O.C.
© 2011 INTERNATIONAL MASONRY INSTITUTE
BOND BEAM PLAN DETAILDETAIL 02.120.1511 REV. 08/21/09
INTERSECTING WALLS
2’-0” x 2’-0” CORNER BAR AT INTERSECTION EF
VERTICAL REINFORCING AS REQUIRED
BOND BEAM REINF. AS REQ’D.
NOTES
USE THIS DETAIL ONLY WHEN NECESSARY TO SHOW SPECIAL REINFORCING OR CONTROL JOINTS.
HORIZONTAL JOINT REINFORCEMENT & GROUT NOT SHOWN FOR CLARITY
•
•
•
REINFORCING SIZE NOTED ELSEWHERE ON ENGINEERING DRAWINGS
CONTROL JOINT IF REQ’D
CONCRETE MASONRY BOND BEAM UNITS
© 2011 INTERNATIONAL MASONRY INSTITUTE
2’-0” x 2’-0” CORNER BAR AT INTERSECTION EF
VERTICAL REINF. AS REQUIRED
BOND BEAM REINF. AS REQ’D.
NOTES
USE THIS DETAIL ONLY WHEN NECESSARY TO SHOW SPECIAL REINFORCING OR CONTROL JOINTS.
•
HORIZONTAL JOINT REINFORCEMENT & GROUT NOT SHOWN FOR CLARITY
•
• REINFORCING SIZE NOTED ELSEWHERE ON ENGINEERING DRAWINGS
CONTROL JOINT IF REQ’D
CONCRETE MASONRY BOND BEAM UNITS
BOND BEAM PLAN DETAILDETAIL 02.120.1512 REV. 08/21/09
CORNER CONDITION
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLANGE WALL
WEB WALL
CONTROL JOINT
50% INTERLOCKING UNITS REQ’D TO BOND WALLS
CONTROL JOINT
GROUT AND REINFORCING AS REQ’D
INTERSECTING WALLSDETAIL 02.120.1521 REV. 02/22/08
50% INTERLOCKING UNITS
© 2011 INTERNATIONAL MASONRY INSTITUTE
RAKE OUT MORTAR AND CAULK
GROUT STOP
WEB WALL
FLANGE WALL
MIN. 24” L x 1½” W x ¼” THICK Z-STRAP CONNECTOR W/ 2” EXTENSIONS EA. END
STEEL CONNECTOR
CONNECTOR EMBEDDED INTO GROUT-FILLED CORES @ EACH END
GROUT AND REINFORCING AS REQ’D
INTERSECTING WALLSDETAIL 02.120.1522 REV. 02/22/08
STEEL CONNECTOR
© 2011 INTERNATIONAL MASONRY INSTITUTE
VIEW OF INTERSECTING
BOND BEAMS PRIOR TO
GROUT PLACEMENT
LENGTH AS REQUIRED TO DEVELOP REINFORCEMENT
GROUT AND REINFORCING AS REQ’D
KNOCK OUT FACE SHELL OF BOND BEAM UNIT FOR CONT. GROUT & REINFORCEMENT
NOTE: SEE BUILDING CODE REQUIREMENTS FOR REINFORCEMENT DEVELOPMENT LENGTHS AND MINIMUM AREA OF REINFORCEMENT REQ’D
RAKE OUT MORTAR FOR CONTROL JOINT
FLANGE WALL
WEB WALL
RAKE OUT MORTAR FOR VERTICAL C.J.
INTERSECTING WALLSDETAIL 02.120.1523 REV. 02/22/08
BOND BEAMS
© 2011 INTERNATIONAL MASONRY INSTITUTE
GROUT MOLDDIAGRAM 02.410.0101 REV. 07/29/09
POROUS LINING ON FACE OF UNITS
GROUT SPECIMEN
NONABSORBENT BLOCK
NOTE: FRONT MASONRY UNIT NOT SHOWN TO ALLOW VIEW OF SPECIMEN
© 2011 INTERNATIONAL MASONRY INSTITUTE
GROUT MOLDDIAGRAM 02.410.0102 REV. 07/29/09
POROUS LINING ON FACE OF UNITS
GROUT SPECIMEN
NONABSORBENT BLOCK
NOTE: FRONT MASONRY UNIT STACK NOT SHOWN TO ALLOW VIEW OF SPECIMEN
© 2011 INTERNATIONAL MASONRY INSTITUTE
BRACE CLEANOUT AND PLACE GROUT
CUT PORTION OF FACE SHELL TO CREATE CLEANOUT
REINSERT FACE SHELL AND MORTAR IN PLACE
PLACE REINFORCING AND INSPECT WALL FOR OBSTRUCTIONS
REMOVE BRACING
BLOCK CLEANOUTDIAGRAM 02.410.0111 REV. 06/12/09
© 2011 INTERNATIONAL MASONRY INSTITUTE
CUT FACE SHELL FOR CLEANOUT
WOOD BRACING
GROUT & REINFORCEMENT
BLOCK CLEANOUTDIAGRAM 02.410.0112 REV. 06/12/09
© 2011 INTERNATIONAL MASONRY INSTITUTE
REINSERT FACE SHELL PIECE TO RESIST GROUT PRESSURE
CUT WEDGE-SHAPED PORTION OF FACE SHELL TO CREATE CLEANOUT
CLEANOUT
MORTAR FACE SHELL EDGES IF NECESSARY
BLOCK CLEANOUTDIAGRAM 02.410.013 REV. 06/12/09
© 2011 INTERNATIONAL MASONRY INSTITUTE
1. CUT OUT PORTION OF FACE SHELL
2. PLACE ACRYLIC GROUT STOP INTEGRALLY BRACED AGAINST INSIDE OF FACE SHELL
3. HAND-TIGHTEN BRACE
5. REMOVE ACRYLIC AND BREAK OFF PLASTIC BRACE
4. PLACE REBAR & GROUT
BLOCK CLEANOUTDIAGRAM 02.410.0114 REV. 06/12/09
© 2011 INTERNATIONAL MASONRY INSTITUTE
1/2” MAX.
MORTAR FIN
MORTAR PROTRUSION TOLERANCEDIAGRAM 02.410.0121 REV. 02/22/09
© 2011 INTERNATIONAL MASONRY INSTITUTE
SPACING OF VERTICAL REINFORCEMENT
±1/2” IF d ≤ 8”
d
±1” IF 8”< d ≤ 24”
±1¼” IF d > 24”
±2”
REINFORCEMENT PLACEMENT TOLERANCEDIAGRAM 02.410.0122 REV. 02/24/09
© 2011 INTERNATIONAL MASONRY INSTITUTE
1/2” MIN. FOR COURSE GROUT 1/4” MIN. FOR FINE GROUT
MINIMUM DISTANCE FROM ANY PROTRUSION:
REINFORCEMENT PLACEMENT TOLERANCEDIAGRAM 02.410.0123 REV. 02/22/09
© 2011 INTERNATIONAL MASONRY INSTITUTE
5/8” MIN.
1/2” MIN.2db MIN.
EXTERIOR FACE OF WALL INTERIOR
FACE OF WALLE
XT
ER
IOR
FA
CE
INT
ER
IOR
FA
CE
HORIZONTAL JOINT REINFORCEMENT W/ DIAMETERdb
2db MIN.
HORIZONTAL JOINT REINFORCEMENT TOLERANCEDIAGRAM 02.410.0124 REV. 02/22/09
© 2011 INTERNATIONAL MASONRY INSTITUTE
LOW LIFT GROUTING PROCEDURESDETAIL 02.410.0131 REV. 06/30/10
VERTICAL REINFORCEMENT FOR CLOSED-END CONCRETE MASONRY UNITS CAN BE SET AFTER WALL HAS BEEN LAID.
REBAR POSITIONER, WALL TIE, OR OTHER DEVICE TO POSTION VERTICAL REINFORCEMENT, AS REQ’D.
HORIZONTAL REINFORCEMENT PLACED IN BOND BEAMS AS WALL IS LAID UP
METAL LATH, MESH, OR WIRE SCREEN PLACED IN MORTAR JOINTS UNDER KNOCK-OUT BOND BEAM COURSES TO PREVENT FILLING OF UNGROUTED CELLS
OPTION 2: STANDARD CMU W/ CROSS WEBS KNOCKED OUT AT BOND BEAM COURSE
OPTION 1: U-BLOCK UNITS W/ SOLID BOTTOM AT BOND BEAM COURSE
GROUT IN BOND BEAMS & REINFORCED VERTICAL CELLS PLACED IN TOP OF WALL AFTER WALL HAS BEEN LAID UP
STOP GROUT 1” FROM TOP OF POUR TO CREATE SHEAR KEY
CELLS CONTAINING REINFORCEMENT ARE FILLED SOLIDLY W/ GROUT; VERTICAL CELLS SHOULD PROVIDE A CONTINUOUS CAVITY FREE OF MORTAR DROPPINGS
NOTE: GROUT PLACED IN POURS & LIFTS NOT TO EXCEED 5 FT. CONSOLIDATE LIFTS OVER 12” USING MECH. VIBRATION. LIFTS LESS THAN 12” MAY BE PUDDLED.
© 2011 INTERNATIONAL MASONRY INSTITUTE
HIGH LIFT GROUTING PROCEDURESDIAGRAM 02.410.0132 REV. 07/06/10
VERTICAL REINFORCEMENT FOR CLOSED-END CONCRETE MASONRY UNITS CAN BE SET AFTER WALL HAS BEEN LAID.
REBAR POSITIONER, WALL TIE, OR OTHER DEVICE TO POSTION VERTICAL REINFORCEMENT, AS REQ’D.
HORIZONTAL REINFORCEMENT PLACED IN BOND BEAMS AS WALL IS LAID UP
METAL LATH, MESH, OR WIRE SCREEN PLACED IN MORTAR JOINTS UNDER KNOCK-OUT BOND BEAM COURSES TO PREVENT FILLING OF UNGROUTED CELLS
OPTION 2: STANDARD CMU W/ CROSS WEBS KNOCKED OUT AT BOND BEAM COURSE
OPTION 1: U-BLOCK UNITS W/ SOLID BOTTOM AT BOND BEAM COURSE
GROUT IN BOND BEAMS & REINFORCED VERTICAL CELLS PLACED IN TOP OF WALL AFTER WALL HAS BEEN LAID UP
STOP GROUT 1” FROM TOP OF POUR TO CREATE SHEAR KEY
CELLS CONTAINING REINFORCEMENT ARE FILLED SOLIDLY W/ GROUT; VERTICAL CELLS SHOULD PROVIDE A CONTINUOUS CAVITY FREE OF MORTAR DROPPINGS
NOTE: GROUT LIFTS NOT TO EXCEED 5 FT. SEE STRUCTURAL DWGS FOR MAX. HEIGHT OF POUR. MECH. CONSOLIDATE & RECONSOLIDATE GROUT
CLEANOUT OPENINGS @ BASE OF VERTICALLY REINF. CELLS, 32” O.C. MAX. SPACING FOR SOLID GROUTED WALLS. REMOVE MORTAR DROPPINGS THROUGH CLEANOUTS AND VERIFY PLACEMENT & LOCATION OF VERTICAL REINF.; FORM OVER OPEN’GS BEFORE PLACING GROUT
© 2011 INTERNATIONAL MASONRY INSTITUTE
KNOCK-OUT CMU BOND BEAMSDIAGRAM 02.410.0141 REV. 11/30/10
VIEW OF STANDARD BLOCK BEFORE CROSS WEBS ARE KNOCKED OUT
VIEW OF BLOCK AFTER CROSS WEBS ARE KNOCKED OUT TO ACCOMMODATE HORIZONTAL REINFORCEMENT
METAL LATH, MESH, OR WIRE SCREEN PLACED IN BED JOINTS UNDER KNOCK-OUT BOND BEAM COURSES TO PREVENT FILLING OF UNGROUTED CELLS
VERTICAL REINFORCEMENT AS REQ’D
HORIZONTAL REINFORCEMENT AS REQ’D
© 2011 INTERNATIONAL MASONRY INSTITUTE
U-BLOCK CMU BOND BEAMSDIAGRAM 02.410.0142 REV. 11/30/10
CMU BOND BEAM MADE FROM U-BLOCK UNITS
VERTICAL REINFORCEMENT AS REQ’D
HORIZONTAL REINFORCEMENT AS REQ’D
U-BLOCK NOTCHED TO ACCEPT VERTICAL REINFORCEMENT
SPECIAL SHAPE U-BLOCK
© 2011 INTERNATIONAL MASONRY INSTITUTE
INJECTED FOAM INSULATIONDETAIL 02.610.0201 REV. 12/13/08
LONGINTUDINAL SECTION VIEW BEFORE INJECTED FOAM INSUL.
GROUT & REINFORCEMENT AS REQ’D
DRILL INJECTION PORTS IN BED JOINTS @8” O.C. EXCEPT AT GROUTED CELLS
INJECTED FOAM INSULATION CONTINUOUS @ NON-GROUTED CELLS
1.2.
3.PATCH INJECTION PORTS W/ MORTAR TO MATCH EXISTING
4.
Stone, Rough
010 Single Wythe
020 Composite
030 Anchored Veneer - Masonry Backup
040 Anchored Veneer - Steel Stud Backup
050 Anchored Veneer - Wood Stud Backup
060 Anchored Veneer - Other Backup
070 Adhered Veneer - Masonry Backup
080 Adhered Veneer - Steel Stud Backup
090 Adhered Veneer - Wood Stud Backup
100 Adhered Veneer - Other Backup
110 Rain Screen Wall
120 Structural Masonry
130 Flooring - Interior
140 Paving - Exterior
150 Landscape Walls
160 Fireplaces & Chimneys
210 Training Mockups
220 Apprentice Contests
310 Building Models
400 Wall Type Analysis
410 Diagrams
510 Modular/Bonding
610 Sustainability / Energy-Efficiency
01 Brick
02 Concrete block
03 Stone, rough
04 Stone, dimensional
06 Tile
07 Terrazzo
08 Cement
09 Plaster / Stucco
10 Restoration
11 Terra Cotta
12 Refractory
13 AAC
14 Precast Concrete
15 Accessories
21 Structural Steel
22 Cast-in-Place Conc.
23 Metal Siding
40 Wall Type Analysis
50 Building Model
© 2011 INTERNATIONAL MASONRY INSTITUTE
ADHERED STONE MOCKUPDETAIL 03.070.2101 REV. 5/11/10
CMU & METAL STUD BACKUPS
AREA OF ADHERED VENEER INSTALLATION DEMONSTRATION
4’-0” x 4’-0” METAL STUD/ GLASS MAT REINFORCED GYPSUM BACKUP CONSTRUCTED ON SITE BY S.S. SCHWARZ MASONRY ON MAY 19, 2010
TYVEK WRB
KEENE DRAINAGE MAT AT METAL STUD PORTION ONLY
DAL TILE ® TEJAS STONE
NOTE: S.S. SCHWARZ MASONRY TO PROVIDE BUILDING FELT, METAL LATH, DRAINAGE MAT, GROUT AND BAKER BAGS; DCTC TO PROVIDE TYVEK.
DEMONSTRATE GROUTING JOINTS W/ SPECMIX STONE VENEER MORTAR APPLIED USING GROUT BAG
CMU BACKUPMETAL LATH
SPECMIX POLYMER MODIFIED STONE VENEER MORTAR
SCRATCH COAT BY SPECMIX
BOND COAT BY SPECMIX
15# BUILDING FELT
© 2011 INTERNATIONAL MASONRY INSTITUTE
WINDOW DETAILDETAIL 03.090.0401 REV. 04/28/08
GYP. SHEATHING & WOOD STUDS
Stone, Dimensional010 Single Wythe
020 Composite
030 Anchored Veneer - Masonry Backup
040 Anchored Veneer - Steel Stud Backup
050 Anchored Veneer - Wood Stud Backup
060 Anchored Veneer - Other Backup
070 Adhered Veneer - Masonry Backup
080 Adhered Veneer - Steel Stud Backup
090 Adhered Veneer - Wood Stud Backup
100 Adhered Veneer - Other Backup
110 Rain Screen Wall
120 Structural Masonry
130 Flooring - Interior
140 Paving - Exterior
150 Landscape Walls
160 Fireplaces & Chimneys
210 Training Mockups
220 Apprentice Contests
310 Building Models
400 Wall Type Analysis
410 Diagrams
510 Modular/Bonding
610 Sustainability / Energy-Efficiency
01 Brick
02 Concrete block
03 Stone, rough
04 Stone, dimensional
06 Tile
07 Terrazzo
08 Cement
09 Plaster / Stucco
10 Restoration
11 Terra Cotta
12 Refractory
13 AAC
14 Precast Concrete
15 Accessories
21 Structural Steel
22 Cast-in-Place Conc.
23 Metal Siding
40 Wall Type Analysis
50 Building Model
© 2011 INTERNATIONAL MASONRY INSTITUTE
2¼” THICK LIMESTONE PANELS W/ KERF EDGE
4” x 4” CONT. VERTICAL S.S. STRUTS @ 24” O.C.
2½” x 2½” S.S. ANGLES @ EACH JOINT, W/ ¼” DIA. STUDS WELDED @ TOP & BOTTOM FOR LIMESTONE ANCHORAGE
CMU BACKUP (AIR/MOISTURE/VAPOR BARRIER NOT SHOWN)
4” CAVITY FOR SPRAY-FOAM INSULATION (INSUL. NOT SHOWN)
CAULK JOINT BETWEEN PANELS
LIMESTONE ANCHORAGE DETAILDETAIL 04.030.0201 REV. 12/17/08
OPTION 1
© 2009 INTERNATIONAL MASONRY INSTITUTE
MARBLE WALL MOCKUPDETAIL 04.030.2101 REV. 5/3/10
2 CM. MARBLE ANCHORED TO CMU BACKUP W/ COPPER WIRES AND MOLDING PLASTER
INTERACTIVE DEMONSTRATION:
Tile
010 Single Wythe
020 Composite
030 Anchored Veneer - Masonry Backup
040 Anchored Veneer - Steel Stud Backup
050 Anchored Veneer - Wood Stud Backup
060 Anchored Veneer - Other Backup
070 Adhered Veneer - Masonry Backup
080 Adhered Veneer - Steel Stud Backup
090 Adhered Veneer - Wood Stud Backup
100 Adhered Veneer - Other Backup
110 Rain Screen Wall
120 Structural Masonry
130 Flooring - Interior
140 Paving - Exterior
150 Landscape Walls
160 Fireplaces & Chimneys
210 Training Mockups
220 Apprentice Contests
310 Building Models
400 Wall Type Analysis
410 Diagrams
510 Modular/Bonding
610 Sustainability / Energy-Efficiency
01 Brick
02 Concrete block
03 Stone, rough
04 Stone, dimensional
06 Tile
07 Terrazzo
08 Cement
09 Plaster / Stucco
10 Restoration
11 Terra Cotta
12 Refractory
13 AAC
14 Precast Concrete
15 Accessories
21 Structural Steel
22 Cast-in-Place Conc.
23 Metal Siding
40 Wall Type Analysis
50 Building Model
© 2011 INTERNATIONAL MASONRY INSTITUTE
WALL TILEDETAIL 06.070.0101 REV. 09/01/09
ONE-COAT METHOD, WET AREA
DRY-SET OR LATEX-PORTLAND CEMENT MORTAR BOND COAT
WATERPROOF MEMBRANE AS REQ’D
3/8” – 3/4” MORTAR BED W/ METAL LATH
CERAMIC TILE
SOLID BACKING
© 2011 INTERNATIONAL MASONRY INSTITUTE
WALL TILEDETAIL 06.070.0102 REV. 09/01/09
ONE-COAT METHOD, NON-WET AREA
DRY-SET OR LATEX-PORTLAND CEMENT MORTAR BOND COAT
3/8” – 3/4” MORTAR BED W/ METAL LATH
CERAMIC TILE
SOLID BACKING
© 2011 INTERNATIONAL MASONRY INSTITUTE
WALL TILEDETAIL 06.070.0103 REV. 09/01/09
CEMENT MORTAR
DRY-SET OR LATEX-PORTLAND CEMENT MORTAR BOND COAT
3/8” – 3/4” MORTAR BED
CERAMIC TILE
SOLID BACKING
WATERPROOF MEMBRANE AS REQ’D
3/8” – 3/4” SCRATCH COAT W/ METAL LATH
© 2011 INTERNATIONAL MASONRY INSTITUTE
WALL TILEDETAIL 06.070.0104 REV. 09/01/09
THINSET ON CONCRETE MASONRY
DRY-SET OR LATEX-PORTLAND CEMENT MORTAR BOND COAT
CERAMIC TILE
CONCRETE MASONRY W/ FLUSH JOINTS
© 2009 INTERNATIONAL MASONRY INSTITUTE
WALL TILE MOCKUPDETAIL 06.070.2101 REV. 4/30/10
LARGE FORMAT PORCELAIN TILE WALL
PRECONSTRUCTED PORTION OF MOCKUP: 18” x 18” PORCELAIN TILE IN LATEX MODIFIED THINSET MORTAR
DEMONSTRATION AREA OF MOCKUP: SET TWO PIECES OF TILE USING THINSET MORTAR, CLEATS, AND SPACERS
© 2011 INTERNATIONAL MASONRY INSTITUTE
WALL TILEDETAIL 06.080.0101 REV. 09/10/09
MASTIC ON CBU OVER STEEL STUDS
ORGANIC ADHESIVE
CERAMIC TILE
WATERPROOF MEMBRANE AS REQ’D
CEMENTITIOUS BACKER UNIT (CBU)
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR TILEDETAIL 06.130.0101 REV. 08/31/09
OVER CBU ON WOOD SUBFLOOR
LATEX-PORTLAND CEMENT MORTAR BOND COAT CERAMIC TILE
1/2” CEMENTITIOUS BACKER UNIT (CBU) W/ TAPED JOINTS, MECH. FASTENED @ 6” O.C.
19/32” EXTERIOR GLUE PLYWOOD SUBFLOOR, TONGUE & GROOVE
1/8” GAP BETWEEN PLYWOOD SHEETS
DRY-SET MORTAR
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR TILEDETAIL 06.130.0102 REV. 08/31/09
CEMENT MORTAR ON WOOD SUBFLOOR
LATEX-PORTLAND CEMENT MORTAR BOND COAT
CERAMIC TILE
MORTAR BED 1¼” MIN. TO 2” MAX. W/ WIRE REINFORCING
19/32” EXTERIOR GLUE PLYWOOD SUBFLOOR
CLEAVAGE MEMBRANE
1/8” GAP BETWEEN PLYWOOD SHEETS
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR TILEDETAIL 06.130.0201 REV. 08/25/09
CEMENT MORTAR BED ON CONCRETE
DRY-SET OR LATEX-PORTLAND CEMENT MORTAR BOND COAT
WATERPROOF / ANTIFRACTURE MEMBRANE AS REQ’D
CONCRETE SUBFLOOR
CERAMIC TILE
MORTAR BED, 1¼” MIN. TO 2” MAX, W/ WIRE REINFORCEMENT
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR TILEDETAIL 06.130.0202 REV. 08/25/09
THINSET ON CONCRETE OR CURED MORTAR BED
LATEX-PORTLAND CEMENT MORTAR BOND COAT
WATERPROOF / ANTIFRACTURE MEMBRANE AS REQ’D
CONCRETE OR CURED MORTAR BED
CERAMIC TILE
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR TILEDETAIL 06.130.0203 REV. 08/25/09
THINSET ON CONCRETE
DRY-SET OR LATEX-PORTLAND CEMENT MORTAR BOND COAT
CONCRETE SUBFLOOR, STEEL TROWEL AND FINE BROOM FINISH; FREE OF CURING COMPOUNDS AND SEALERS
CERAMIC TILE
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR TILEDETAIL 06.130.0204 REV. 08/25/09
OVER CBU & CORK ON CONCRETE
DRY-SET OR LATEX-PORTLAND CEMENT MORTAR BOND COAT
CERAMIC TILE
CEMENTITIOUS BACKER UNIT (CBU) W/ TAPED JOINTS, NAILED @ 6” O.C.
CONCRETE SUBFLOOR
DRY-SET MORTAR
CORK UNDERLAYMENT
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR TILEDETAIL 06.130.0205 REV. 08/31/09
OVER CBU ON CONCRETE
DRY-SET OR LATEX-PORTLAND CEMENT MORTAR BOND COAT
CERAMIC TILE
CEMENTITIOUS BACKER UNIT (CBU) W/ TAPED JOINTS
CONCRETE SUBFLOOR
DRY-SET MORTAR
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR TILEDETAIL 06.130.0206 REV. 04/16/10
OVER CORK ON CONCRETE
DRY-SET OR LATEX-PORTLAND CEMENT MORTAR BOND COAT
CERAMIC TILE
CONCRETE SUBFLOOR
CORK UNDERLAYMENT
© 2011 INTERNATIONAL MASONRY INSTITUTE
WALL AND FLOOR TILE THINSET, CORNER CONDITION
DETAIL 06.130.1300 REV. 09/10/09
PERIMETER MOVEMENT JOINT
DRY-SET OR LATEX-PORTLAND CEMENT MORTAR BOND COAT
CONCRETE MASONRY W/ FLUSH JOINTS
CERAMIC TILE AT WALLS & FLOOR
MOVEMENT JOINT
AT INTERSECTING
WALLS
AT FLOOR / WALL
MOVEMENT JOINT
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLOOR TILE EXPANSION JOINTDETAIL 06.130.1301 REV. 09/01/09
LATEX-PORTLAND CEMENT MORTAR BOND COAT
CERAMIC TILE
MORTAR BED 1¼” MIN. TO 2” MAX. W/ WIRE REINFORCING
CONCRETE OR WOOD SUBFLOOR
CLEAVAGE OR WATERPROOF MEMBRANE
SEALANT, BACKER ROD, & COMPRESSIBLE FILLER
© 2011 INTERNATIONAL MASONRY INSTITUTE
LATEX-PORTLAND CEMENT MORTAR BOND COAT
CERAMIC TILE
1/4” WIDE CONTROL JOINT, SAW-CUT INTO CONCRETE
SHRINKAGE CRACK
SEALANT, BACKER ROD, & COMPRESSIBLE FILLER
FLOOR TILE EXPANSION JOINTDETAIL 06.130.1302 REV. 09/01/09
OVER CONCRETE CONTROL JOINT
CONCRETE SUBFLOOR
© 2011 INTERNATIONAL MASONRY INSTITUTE
SLAB CURLDETAIL 06.130.1352 REV. 04/23/10
FAILED TILE OVER CURLED CONCRETE
TILE PLACED IN CRACK SUPPRESSION MEMBRANE OVER CONCRETE CONTROL JOINT
TILE PLACED IN CRACK SUPPRESSION MEMBRANE OVER CONCRETE CONTROL JOINT CRACKS AND FAILS AS SLAB CURLS
© 2011 INTERNATIONAL MASONRY INSTITUTE
SLAB CURLDETAIL 06.130.1353 REV. 04/23/10
SUCCESSFUL TILE OVER CURLED CONCRETE
TILE EXPANSION JOINT PLACED OVER CONCRETE CONTROL JOINT
TILE EXPANSION JOINT PLACED OVER CONCRETE CONTROL JOINT ALLOWS TILE TO MOVE WITHOUT CRACKING AS SLAB CURLS
© 2009 INTERNATIONAL MASONRY INSTITUTE
FLOOR TILE MOCKUPDETAIL 06.130.2101 REV. 4/30/10
CRACK SUPPRESSION MEMBRANE & FLOOR EXPANSION JOINT
MOCKUP OVERALL DIMENSIONS 3’-0” x 5’-0”
6” x 6” CERAMIC TILE IN LATEX MODIFIED THINSET MORTAR
CEMENTITIOUS BACKER BOARD FASTENED TO TOP AND FRONT EDGE OF LUMBER FRAME, TO SIMULATE CONCRETE SLAB
TILE EXPANSION JOINT, CAULK & BACKER ROD
1/2” GAP: SIMULATED COLD JOINT OR CONCRETE CONTROL JOINT
MAPEI ® CRACK SUPPRESSION MEMBRANE
SIMULATED CRACK IN CONCRETE
THIS MOCKUP IS PRE-CONSTRUCTED, i.e. FOR PRESENTATION, NOT DEMONSTRATION
© 2009 INTERNATIONAL MASONRY INSTITUTE
MARBLE FLOOR MOCKUP, WET AREADETAIL 06.130.2102 REV. 5/4/10
MOCKUP OVERALL DIMENSIONS 3’-0” x 5’-0”12” x 12” MARBLE TILE IN LATEX MODIFIED THINSET MORTAR ON MUD BED
2” SAND & CEMENT CURED MORTAR BED W/ WIRE REINFORCING
CEMENTITIOUS BACKER UNIT TO SIMULATE CONCRETE SLAB
LATICRETE HYDRO-BAN® WATERPROOFING MEMBRANE
THIS MOCKUP IS PRE-CONSTRUCTED, i.e. FOR PRESENTATION, NOT DEMONSTRATION
Terrazzo010 Single Wythe
020 Composite
030 Anchored Veneer - Masonry Backup
040 Anchored Veneer - Steel Stud Backup
050 Anchored Veneer - Wood Stud Backup
060 Anchored Veneer - Other Backup
070 Adhered Veneer - Masonry Backup
080 Adhered Veneer - Steel Stud Backup
090 Adhered Veneer - Wood Stud Backup
100 Adhered Veneer - Other Backup
110 Rain Screen Wall
120 Structural Masonry
130 Flooring - Interior
140 Paving - Exterior
150 Landscape Walls
160 Fireplaces & Chimneys
210 Training Mockups
220 Apprentice Contests
310 Building Models
400 Wall Type Analysis
410 Diagrams
510 Modular/Bonding
610 Sustainability / Energy-Efficiency
01 Brick
02 Concrete block
03 Stone, rough
04 Stone, dimensional
06 Tile
07 Terrazzo
08 Cement
09 Plaster / Stucco
10 Restoration
11 Terra Cotta
12 Refractory
13 AAC
14 Precast Concrete
15 Accessories
21 Structural Steel
22 Cast-in-Place Conc.
23 Metal Siding
40 Wall Type Analysis
50 Building Model
© 2010 INTERNATIONAL MASONRY INSTITUTE
DETAIL 07.130.0101 REV. 01/31/11
EPOXY TERRAZZO ON ACCEPTABLE CONCRETE
CRACK-FREE CONCRETE SLAB W/ SHOTBLAST FINISH, MAX. 3 LB. MOISTURE PER 1,000 S.F. OR MAX. 80% RELATIVE HUMIDITY (OR PER MANUF’R)
DIVIDER STRIPS
EPOXY TERRAZZO MATRIX W/ MARBLE CHIPS, GLASS CHIPS OR OTHER AGGREGATE AS SPECIFIED
© 2010 INTERNATIONAL MASONRY INSTITUTE
DETAIL 07.130.0102 REV. 01/31/11
EPOXY TERRAZZO ON CONCRETE W/ MOISTURE
BONDING AGENT/ EPOXY PRIMER
DIVIDER STRIPS
EPOXY TERRAZZO MATRIX W/ MARBLE CHIPS, GLASS CHIPS OR OTHER AGGREGATE AS SPECIFIED
CONCRETE SLAB W/ SHOTBLAST FINISH, GREATER THAN 3 LB. MOISTURE PER 1,000 S.F. OR GREATER THAN 80% RELATIVE HUMIDITY (OR PER MANUF’R)
MOISTURE VAPOR PRIMER
© 2010 INTERNATIONAL MASONRY INSTITUTE
DETAIL 07.130.0103 REV. 01/31/11
EPOXY TERRAZZO ON CONCRETE W/ CRACKS
BONDING AGENT/ EPOXY PRIMER
DIVIDER STRIPS
EPOXY TERRAZZO MATRIX W/ MARBLE CHIPS, GLASS CHIPS OR OTHER AGGREGATE AS SPECIFIED
CONCRETE SLAB W/ SHOTBLAST FINISH, MAX. 3 LB. MOISTURE PER 1,000 S.F. OR MAX. 80% RELATIVE HUMIDITY (OR PER MANUF’R)
EXISTING CRACK IN CONCRETE
CRACK ISOLATION MEMBRANE OVER EXISTING CRACKS; EITHER LOCALIZED AS SHOWN, OR FULL-BED, PER MANUF’R
© 2010 INTERNATIONAL MASONRY INSTITUTE
AND ANTICIPATED CRACKING
BONDING AGENT/ EPOXY PRIMER
DIVIDER STRIPS
EPOXY TERRAZZO MATRIX W/ MARBLE CHIPS, GLASS CHIPS OR OTHER AGGREGATE AS SPECIFIED
FULL BED CRACK ISOLATION MEMBRANE FOR ANTICIPATED CRACKING, PER MANUF’R
DETAIL 07.130.0104 REV. 01/31/11
EPOXY TERRAZZO ON CONCRETE W/ MOISTURE
CONCRETE SLAB W/ SHOTBLAST FINISH, GREATER THAN 3 LB. MOISTURE PER 1,000 S.F. OR GREATER THAN 80% RELATIVE HUMIDITY (OR PER MANF’R), AND HIGH POTENTIAL FOR CRACKING
MOISTURE VAPOR PRIMER
© 2010 INTERNATIONAL MASONRY INSTITUTE
DETAIL 07.130.0131 REV. 01/31/11
EPOXY TERRAZZO CONTROL JOINT DETAIL
EPOXY TERRAZZO MATRIX W/ MARBLE CHIPS, GLASS CHIPS OR OTHER AGGREGATE AS SPECIFIED
EXISTING CRACK IN CONCRETE
SAW-CUT CONCRETE AT CRACK
1/8” MIN. CONTROL JOINT WIDTH
METAL L DIVIDER STRIPS SET BACK-TO-BACK
FILL SAW-CUT JOINT W/ JOINT FILLER
EXISTING CRACK
SAW-CUT CONCRETE AT EXISTING CRACK
NOTE: PROVIDE CONTROL JOINT IN TERRAZZO AT EXISTING CRACKS AND AT EXISTING CONTROL JOINTS IN CONCRETE SUBSTRATE
© 2010 INTERNATIONAL MASONRY INSTITUTE
DETAIL 07.130.0111 REV. 02/02/11
EPOXY TERRAZZO SLAB ON GRADE
EPOXY TERRAZZO SYSTEM
CONTROL JOINT IN TERRAZZO AT EXISTING CRACKS AND AT EXISTING CONTROL JOINTS IN CONCRETE SUBSTRATE
CONT. VAPOR BARRIER UNDER CONCRETE SLAB
MOISTURE VAPOR PRIMER
COMPACTED FILL
GRADE
CONCRETE SLAB ON GRADE
PRECAST EPOXY TERRAZZO BASE W/ SEALANT JOINT @ TOP
© 2010 INTERNATIONAL MASONRY INSTITUTE
DETAIL 07.130.0121 REV. 02/28/11
EPOXY TERRAZZO SYSTEM OVERVIEW
1/4” – 3/8”
RESINOUS EPOXY TERRAZZO TOPPING
DIVIDER STRIP
VAPOR BARRIER
NEW OR EXISTING CONCRETE SLAB
COMPACTED FILL
MOISTURE VAPOR PRIMER
NOTE: MOISTURE MEMBRANE AND/OR CRACK SUPPRESSION MEMBRANE MAY BE REQUIRED; NOT SHOWN
© 2010 INTERNATIONAL MASONRY INSTITUTE
DETAIL 07.130.0311 REV. 03/01/11
POLYACRYLATE TERRAZZO SYSTEM OVERVIEW
1/4” – 3/8”
POLYACRYLATE TERRAZZO TOPPING
DIVIDER STRIP
VAPOR BARRIER
NEW OR EXISTING CONCRETE SLAB
COMPACTED FILL
PRIMER
NOTE: MOISTURE MEMBRANE AND/OR CRACK SUPPRESSION MEMBRANE MAY BE REQUIRED; NOT SHOWN
© 2010 INTERNATIONAL MASONRY INSTITUTE
DETAIL 07.130.0211 REV. 02/28/11
SAND CUSHION TERRAZZO SYSTEM OVERVIEW
UNDERBED: 4 PARTS SAND, 1 PART CEMENT; LOW SLUMP
TERRAZZO TOPPING
DIVIDER STRIP
16 GA., 2” x 2” GALVANIZED WIRE MESH, OR EQUAL
ISOLATION MEMBRANE
SAND DUSTING
VAPOR BARRIER
NEW OR EXISTING CONCRETE SLAB
COMPACTED FILL
2 1/2” MIN.; 3” SUGGESTED
1/2”
© 2009 INTERNATIONAL MASONRY INSTITUTE
TERRAZZO MOCKUP DETAIL 07.130.2101 REV. 5/7/10
5’-0” x 10’-0” CONCRETE PAD
ACTIVE PORTION OF MOCKUP
PROTERRAZZO, 120 GRIND & POLISH
2 “L” STRIPS TO FORM CONTROL JOINT
DEMONSTRATE WASHING & FINISHING RUSTIC TERRAZZO W/ IMI LOGO
PRE-CONSTRUCTED PORTIONS OF MOCKUP
EPOXY TERRAZZO, 120 GRIND & POLISH
RUSTIC TERRAZZO
PRIMER
PROTERRAZZO, ROUGH GRIND EPOXY TERRAZZO, ROUGH GRIND
“T” STRIP
© 2011 INTERNATIONAL MASONRY INSTITUTE
BAC/IMI INTERNATIONAL APPRENTICE CONTEST 2009TERRAZZO SHEET AC.07.220.0901
SECTIONNOT TO SCALE
1
4” NOSING TOSTRIP MEASUREDVERTICALLY
3/8” EPOXY TERRAZZOSTRIP ON PLYWOODBACKING, BOTH SIDES
3/8” EPOXY TERRAZZOOVER PLYWOOD TREADSAND RISERS; TERRAZZO SHALL BE 36” WIDE BUT IS SHOWN SECTIONED IN THIS VIEW FOR CLARITY
¾” RADIUS NOSING AND ¾” RADIUS COVE
WOODSTRINGER
© 2011 INTERNATIONAL MASONRY INSTITUTE
BAC/IMI INTERNATIONAL APPRENTICE CONTEST 2009TERRAZZO SHEET AC.07.220.0903
SAND CUSHION MOCKUPNOT TO SCALE
2STRIP LAYOUT – SAND CUSHION MOCKUP
NOT TO SCALE1
8’-0”
8’-0
”
1’-0”
TYP.
4’-0” RADIUSARC, TYP.
30°
30°
30°
2½” THICK SAND & CEMENT BED
1½” H. x 1/8” W. ZINC STRIPS
CONCRETE PAD
NOTE: SCREED DRY-PACK ANDSTRIP LAYOUT ONLY; NO TOPPING
Plaster / Stucco
010 Single Wythe
020 Composite
030 Anchored Veneer - Masonry Backup
040 Anchored Veneer - Steel Stud Backup
050 Anchored Veneer - Wood Stud Backup
060 Anchored Veneer - Other Backup
070 Adhered Veneer - Masonry Backup
080 Adhered Veneer - Steel Stud Backup
090 Adhered Veneer - Wood Stud Backup
100 Adhered Veneer - Other Backup
110 Rain Screen Wall
120 Structural Masonry
130 Flooring - Interior
140 Paving - Exterior
150 Landscape Walls
160 Fireplaces & Chimneys
210 Training Mockups
220 Apprentice Contests
310 Building Models
400 Wall Type Analysis
410 Diagrams
510 Modular/Bonding
610 Sustainability / Energy-Efficiency
01 Brick
02 Concrete block
03 Stone, rough
04 Stone, dimensional
06 Tile
07 Terrazzo
08 Cement
09 Plaster / Stucco
10 Restoration
11 Terra Cotta
12 Refractory
13 AAC
14 Precast Concrete
15 Accessories
21 Structural Steel
22 Cast-in-Place Conc.
23 Metal Siding
40 Wall Type Analysis
50 Building Model
© 2011 INTERNATIONAL MASONRY INSTITUTE
STUCCO ASSEMBLYDETAIL 09.070.0101 REV. 12/18/09
DIRECT APPLIED, CONCRETE MASONRY
CONCRETE MASONRY W/ FLUSH MORTAR JOINTS
FINISH COAT
1/4” SCRATCH COATCEMENT PLASTER
BASE COAT
1/2” BROWN COAT
© 2011 INTERNATIONAL MASONRY INSTITUTE
STUCCO ASSEMBLYDETAIL 09.070.0102 REV. 12/18/09
CONCRETE MASONRY BACKUP
CONCRETE MASONRY
FINISH COAT
SELF-FURRING LATH NOTE: WATER-RESISTANT BARRIER BEHIND SELF-FURRING LATH IS OPTIONAL
1/4” SCRATCH COAT W/ LATH EMBEDDED
CEMENT PLASTER BASE COAT
1/2” BROWN COAT
© 2011 INTERNATIONAL MASONRY INSTITUTE
STUCCO ASSEMBLYDETAIL 09.070.0103 REV. 12/18/09
STUCCO OVER CMU W/ INSULATION
CONCRETE MASONRY W/ FLUSH MORTAR JOINTS
FINISH COAT
SELF-FURRING LATH
2 LAYERS OF WATER RESISTANT BARRIER, 30 LB. FELT MIN.
RIGID INSULATION
SHEATHING BOARD NOTE: 1/8” GAP BETWEEN SHEETS OF PLYWOOD OR OSB AT VERTICAL AND HORIZONTAL JOINTS
Z-CHANNEL FURRING @ 24” O.C. MAX. NOTE: 20 GA. MIN. FOR 1” -3” THICK INSUL; 18 GA. MIN. FOR OVER 3” THICK INSUL.
1/4” SCRATCH COAT W/ LATH EMBEDDED
CEMENT PLASTER
BASE COAT
1/2” BROWN COAT
© 2011 INTERNATIONAL MASONRY INSTITUTE
STUCCO ASSEMBLYDETAIL 09.080.0101 REV. 12/18/09
SHEATHED CONSTRUCTION, STEEL FRAMING
1/4” SCRATCH COAT W/ LATH EMBEDDED
SHEATHING BOARD NOTE: 1/8” GAP BETWEEN SHEETS OF PLYWOOD OR OSB AT VERTICAL AND HORIZONTAL JOINTS
2 LAYERS OF WATER RESISTANT BARRIER, 30 LB. FELT MIN.
SELF-FURRING LATH NOTE: SCREW LATH INTO STUDS FOR EXTERIOR GYPSUM SHEATHING
3½” MIN. 22 GA. MIN. STEEL STUDS
FINISH COAT
24” MAX.
CEMENT PLASTER BASE COAT
1/2” BROWN COAT
© 2011 INTERNATIONAL MASONRY INSTITUTE
STUCCO ASSEMBLYDETAIL 09.090.0101 REV. 12/18/09
SHEATHED CONSTRUCTION, WOOD FRAMING
INSULATION1/8” GAP BETWEEN SHEETS OF PLYWOOD OR OSB AT VERTICAL & HORIZONTAL JOINTS
SHEATHING: EXTERIOR GYPSUM, PLYWOOD, OR OSB
2 LAYERS OF WATER RESISTANT BARRIER, 30 LB. FELT, MIN.
SELF-FURRING LATH NAILED @ 8” O.C. VERTICALLY & HORIZONTALLY
WOOD STUDS
FINISH COAT
1/4” SCRATCH COAT W/ LATH EMBEDDED
CEMENT PLASTER BASE COAT
1/2” BROWN COAT
© 2011 INTERNATIONAL MASONRY INSTITUTE
STUCCO ASSEMBLYDETAIL 09.100.0101 REV. 06/15/09
SKIM COAT DIRECT TO CONCRETE
CONCRETE
BONDING AGENT
1/8” FINISH SKIM COAT
© 2011 INTERNATIONAL MASONRY INSTITUTE
STUCCO ASSEMBLYDETAIL 09.100.0102 REV. 12/18/09
TWO COAT STUCCO DIRECT TO CONCRETE
CONCRETE
BONDING AGENT
FINISH COAT
1/4” SCRATCH COAT W/ LATH EMBEDDED
CEMENT PLASTER BASE COAT
1/2” BROWN COAT
© 2011 INTERNATIONAL MASONRY INSTITUTE
STUCCO ASSEMBLYDETAIL 09.100.0103 REV. 12/18/09
STUCCO ATTACHED TO CONCRETE
CONCRETE
FINISH COAT
SELF-FURRING LATH NOTE: WATER-RESISTANT BARRIER BEHIND SELF-FURRING LATH IS OPTIONAL
1/4” SCRATCH COAT W/ LATH EMBEDDED
CEMENT PLASTER BASE COAT
1/2” BROWN COAT
Masonry Restoration
010 Single Wythe
020 Composite
030 Anchored Veneer - Masonry Backup
040 Anchored Veneer - Steel Stud Backup
050 Anchored Veneer - Wood Stud Backup
060 Anchored Veneer - Other Backup
070 Adhered Veneer - Masonry Backup
080 Adhered Veneer - Steel Stud Backup
090 Adhered Veneer - Wood Stud Backup
100 Adhered Veneer - Other Backup
110 Rain Screen Wall
120 Structural Masonry
130 Flooring - Interior
140 Paving - Exterior
150 Landscape Walls
160 Fireplaces & Chimneys
210 Training Mockups
220 Apprentice Contests
310 Building Models
400 Wall Type Analysis
410 Diagrams
510 Modular/Bonding
610 Sustainability / Energy-Efficiency
01 Brick
02 Concrete block
03 Stone, rough
04 Stone, dimensional
06 Tile
07 Terrazzo
08 Cement
09 Plaster / Stucco
10 Restoration
11 Terra Cotta
12 Refractory
13 AAC
14 Precast Concrete
15 Accessories
21 Structural Steel
22 Cast-in-Place Conc.
23 Metal Siding
40 Wall Type Analysis
50 Building Model
© 2011 INTERNATIONAL MASONRY INSTITUTE
REPOINTING DETAILDIAGRAM 10.410.0101 REV. 08/21/09
DETERIORATED MORTAR
1.
FINAL PASS TOOLED TO CONCAVE OR VEE PROFILE TO MATCH EXISTING
8.1/4” LIFT, FIRST PASS5.
1/4”
FINAL PASS INCORRECTLY SMEARED ABOUT BRICK EDGES RESULTS IN EXAG-GERATED JOINT WIDTH
7.1/4” LIFTS, SUB-SEQUENT PASSES
6.
1/4”
2. JOINT GROUND TO INCORRECT PROFILE
JOINT GROUND TO INCORRECT PROFILE
3. JOINT RAKED TO SOUND MORTAR (d/3 MAX.) AND GROUND TO 90º PROFILE
4.
d/3
MAX
d
Terra Cotta Rainscreen
01 Brick 010 Single Wythe
02 Concrete block 020 Composite
03 Stone, rough 030 Anchored Veneer - Masonry Backup
04 Stone, dimensional 040 Anchored Veneer - Steel Stud Backup
05
06 Tile 050 Anchored Veneer - Wood Stud Backup
07 Terrazzo 060 Anchored Veneer - Other Backup
08 Cement 070 Adhered Veneer - Masonry Backup
09 Plaster / Stucco 080 Adhered Veneer - Steel Stud Backup
10 Restoration 090 Adhered Veneer - Wood Stud Backup
11 Terra Cotta 100 Adhered Veneer - Other Backup
12 Refractory 110 Rain Screen Wall
13 AAC 120 Structural Masonry
14 Precast Concrete 130 Flooring - Interior
15 Accessories 140 Paving - Exterior
16 150 Landscape Walls
17 160 Fireplaces & Chimneys
18
19 210 Training Mockups
20 220 Apprentice Contests
21 Structural Steel 310 Building Models
22 Cast-in-Place Conc. 400 Wall Type Analysis
23 Metal Siding 410 Diagrams
510 Modular/Bonding
40 Wall Type Analysis 610 Sustainability / Energy-Efficiency
50 Building Model
© 2011 INTERNATIONAL MASONRY INSTITUTE
TERRA COTTA RAINSCREENDETAIL 11.030.0212 REV. 03/14/11
PLAN DETAIL, CMU BACKUP, INSULATION
CMU BACKUP
ALUMINUM CLIP ANGLE
PROPRIETARY ALUMINUM TRACK SYSTEM W/ CLIPS & GASKETS PER MANUF’R
CL
TERRA COTTA CLADDING
INSULATION
PLAN VIEW, N.T.S.
AIR/MOISTURE/VAPOR BARRIER AS REQ’D
3D VIEW, N.T.S.
© 2011 INTERNATIONAL MASONRY INSTITUTE
TERRA COTTA RAINSCREENDETAIL 11.030.0211 REV. 03/14/11
3D VIEW, CMU BACKUP, CAVITY INSULATION
CMU BACKUP
ALUMINUM CLIP ANGLE
PROPRIETARY ALUMINUM TRACK SYSTEM W/ CLIPS & GASKETS PER MANUF’R
TERRA COTTA CLADDING
INSULATION
AIR/MOISTURE/VAPOR BARRIER AS REQUIRED
© 2011 INTERNATIONAL MASONRY INSTITUTE
NBK TERRA COTTA RAINSCREEN MOCKUPDETAIL 11.030.2101 REV. 5/3/10
PLACEMENT OF 1’ x 2’ NBK TERRA COTTA PANELS ON ALUMINUM TRACK SYSTEM.
INTERACTIVE DEMONSTRATION:
Autoclaved Aerated Concrete (AAC)
010 Single Wythe
020 Composite
030 Anchored Veneer - Masonry Backup
040 Anchored Veneer - Steel Stud Backup
050 Anchored Veneer - Wood Stud Backup
060 Anchored Veneer - Other Backup
070 Adhered Veneer - Masonry Backup
080 Adhered Veneer - Steel Stud Backup
090 Adhered Veneer - Wood Stud Backup
100 Adhered Veneer - Other Backup
110 Rain Screen Wall
120 Structural Masonry
130 Flooring - Interior
140 Paving - Exterior
150 Landscape Walls
160 Fireplaces & Chimneys
210 Training Mockups
220 Apprentice Contests
310 Building Models
400 Wall Type Analysis
410 Diagrams
510 Modular/Bonding
610 Sustainability / Energy-Efficiency
01 Brick
02 Concrete block
03 Stone, rough
04 Stone, dimensional
06 Tile
07 Terrazzo
08 Cement
09 Plaster / Stucco
10 Restoration
11 Terra Cotta
12 Refractory
13 AAC
14 Precast Concrete
15 Accessories
21 Structural Steel
22 Cast-in-Place Conc.
23 Metal Siding
40 Wall Type Analysis
50 Building Model
© 2011 INTERNATIONAL MASONRY INSTITUTE
LOADBEARING AAC MASONRY WALLDETAIL 13.120.0101 REV. 04/23/10
12” THICK x 8” H. x 24” L. AC-4 AUTOCLAVED AERATED CONCRETE (AAC) MASONRY UNITS
JOIST GIRDERS @ 5’-0” O.C. PER STRUCTURAL
#6 VERTICAL REINFORCING & GROUT IN 4”Ø CORES @ 24” O.C.
16” H. BOND BEAM W/ (2) #5 REBAR @ EA. COURSE
NOTE: THIS DRAWING REPRESENTS A BASIC STRUCTURAL AAC MASONRY WALL; IT IS NOT INTENDED FOR CONSTRUCTION WITHOUT PROPER ENGINEERING DESIGN AND CALCULATIONS.
© 2011 INTERNATIONAL MASONRY INSTITUTE
- METAL STUDS, - 2” AAC SHEATHING - VENEER TIES - FACE BRICK
- 8” AAC BLOCK BACKUP - VENEER TIES - FACE BRICK
AAC EXTERIOR WALL TYPESDETAIL 13.400.0102 REV. 11/20/07
© 2011 INTERNATIONAL MASONRY INSTITUTE
- METAL STUDS - 2” AAC SHEATHING - BLDG. FELT - SELF FURRING LATH - 3/8” SCRATCH COAT - ADHERED VENEER
- 8” AAC BLOCK BACKUP, - BLDG. FELT - SELF FURRING LATH - 3/8” SCRATCH COAT - ADHERED VENEER
AAC EXTERIOR WALL TYPESDETAIL 13.400.0103 REV. 11/20/07
© 2011 INTERNATIONAL MASONRY INSTITUTE
- METAL STUDS - 2” AAC SHEATHING - BONDING AGENT - 3/8” BASE COAT - 1/8” FINISH COAT (PROPRIETARY)
- 8” AAC BLOCK BACKUP - BONDING AGENT - 3/8” BASE COAT - 1/8” FINISH COAT (PROPRIETARY)
AAC EXTERIOR WALL TYPESDETAIL 13.400.0104 REV. 11/20/07
© 2011 INTERNATIONAL MASONRY INSTITUTE
2” OR 3” THICK AAC PANELS
5/8” GYP. BD.
THIN BED MORTAR JOINTS BETWEEN PANELS
MELTAWAY ALUMINUM ATTACHMENT CLIPS SPACED 4’-0” O.C. VERTICALLY AND MIN. 16” FROM EDGE OF PANEL
WOOD STUDS @ 16” O.C.,
MAX. 1” AIR SPACE BETWEEN AAC PANEL AND WOOD STUDS
UL U210 4-HR RATED AAC FIREWALLDETAIL 13.400.0105 REV. 12/02/07
© 2011 INTERNATIONAL MASONRY INSTITUTE
3/8” STUCCO
8” AAC BLOCK
3/16” PLASTER FINISH AT INTERIOR SIDE
5/8” STUCCO
2 x 6 STUDS @ 16” O.C.
1/2” OSB OR PLYWOOD
6” BATT INSULATION
1/2” GYP. BD.
AAC Wall R=15.75 Wood Stud Wall R=15.75
THERMAL COMPARISONDETAIL 13.610.0101 REV. 12/02/07
Masonry Accessories
010 Single Wythe
020 Composite
030 Anchored Veneer - Masonry Backup
040 Anchored Veneer - Steel Stud Backup
050 Anchored Veneer - Wood Stud Backup
060 Anchored Veneer - Other Backup
070 Adhered Veneer - Masonry Backup
080 Adhered Veneer - Steel Stud Backup
090 Adhered Veneer - Wood Stud Backup
100 Adhered Veneer - Other Backup
110 Rain Screen Wall
120 Structural Masonry
130 Flooring - Interior
140 Paving - Exterior
150 Landscape Walls
160 Fireplaces & Chimneys
210 Training Mockups
220 Apprentice Contests
310 Building Models
400 Wall Type Analysis
410 Diagrams
510 Modular/Bonding
610 Sustainability / Energy-Efficiency
01 Brick
02 Concrete block
03 Stone, rough
04 Stone, dimensional
06 Tile
07 Terrazzo
08 Cement
09 Plaster / Stucco
10 Restoration
11 Terra Cotta
12 Refractory
13 AAC
14 Precast Concrete
15 Accessories
21 Structural Steel
22 Cast-in-Place Conc.
23 Metal Siding
40 Wall Type Analysis
50 Building Model
© 2011 INTERNATIONAL MASONRY INSTITUTE
METAL DRIP EDGEDETAIL 15.000.0201 REV. 05/18/09
METAL DRIP EDGE W/ HEM, 30º OR 45º FROM HORIZONTAL, SEALED TO FOUNDATION W/ MFR.-APPROVED ADHESIVE
1/4” – 3/4”
1 5/8” MIN.
1/2” MIN. IF RUBBERIZED ASPHALT IS USED FOR FLEXIBLE FLASHING, TO PREVENT DROOL
3/4” MIN. OVERLAP, SEALED W/ MFR-APPROVED ADHESIVE
FLEXIBLE THRU-WALL FLASHING
© 2011 INTERNATIONAL MASONRY INSTITUTE
PROPRIETARY DRAINAGE FLASHINGDETAIL 15.000.0202 REV. 08/21/09
PLASTIC TERMINATION BAR W/ PRE-DRILLED HOLES, PRE-FASTENED TO FLASHING
FLEXIBLE FLASHING
FIBER MESH WEEP MATERIAL
FIBER MESH MORTAR DEFLECTOR PRE-FASTENED TO FLASHING
STAINLESS STEEL DRIP EDGE PRE-FASTENED TO FLASHING
ALL COMPONENTS TERMINATE SHORT OF FLASHING END FOR REQUIRED OVERLAP
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLASHING LAP @ DRIP EDGE
DETAIL 15.000.0203 REV. 08/21/09
LAPPED AND SEALEDTHROUGH-WALL FLASHING
OF MASONRYOUTER FACE
EDGE SET IN MASTICMETAL DRIP W/ HEMMED
OR SEALANT
NOTCHED DRIP EDGE
OF MASONRYOUTER FACE
FOR BUTT JOINT,NOTCH DRIP EDGE
SEE INSET ABOVE
3/4”±
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLASHING CORNERSDETAIL 15.000.0204 REV. 08/24/09
INSIDE CORNER FLASHING PIECE
OVERLAP FLASHING
OUTSIDE CORNER FLASHING PIECE
VIEW OF FINISHED CONTINUOUS FLASHING INSTALLATION (DRIP EDGES NOT SHOWN)
NOTE: FLASHING DRIP EDGES NOT SHOWN FOR CLARITY
© 2011 INTERNATIONAL MASONRY INSTITUTE
FLASHING LAPDIAGRAM 15.410.4101 REV. 02/10/11
6” LAP
DRIP EDGE SET IN SEALANT
PRIMER PER MANUF’R
SEAL FLASHING LAPS W/ MASTIC PER MANUF’R
RETURN FLASHING INTO BLOCK COURSE (SHOWN) OR SECURE TO BACKUP W/ TERMINATION BAR
© 2011 INTERNATIONAL MASONRY INSTITUTE
AIR BARRIER – FLASHING INSTALLATION SEQUENCE
DETAIL 15.410.3101 REV. 02/09/11
SUBJECT OF DETAIL
OPTIONS FOR PLACEMENT AND SEQUENCE OF AIR BARRIER & FLASHING WITHIN THE WALL
OPTION 1
AIR BARRIER APPLIED OVER BACKUP; FLASHING INSTALLED LATER.
EXCLUDED FROM SUBJECT
FACE BRICK, CAVITY INSULATION, AND OTHER WALL COMPONENTS
OPTION 2
FLASHING INSTALLED OVER BACKUP; AIR BARRIER APPLIED LATER
TRANSITION STRIP @ CJ
AIR BARRIER
PRIMER
DRIP EDGE – SEAL AND ADHERE TO SUBSTRATE
CONCRETE MASONRY BACKUP
THROUGH-WALL FLASHING
MASTIC @ FLASHING LAPS, TYP.
MECH. FAST. TERMINATION BAR, SEAL @ TOP
© 2011 INTERNATIONAL MASONRY INSTITUTE
HORIZONTAL JOINT REINFORCEMENTDETAIL 15.000.0301 REV. 08/21/09
W/ INTEGRAL WALL TIES
9 GA. HOT-DIPPED GALVANIZED WIRE EYES, WELDED TO LADDER-TYPE WIRE
9 GA. HOT-DIPPED GALVANIZED LADDER-TYPE HORIZONTAL JOINT REINFORCEMENT
PINTLE: 9 GA. HOT-DIPPED GALVANIZED HOOK-SHAPED WIRE, ENGAGED WITH EYES FOR WALL TIE
© 2011 INTERNATIONAL MASONRY INSTITUTE
MASONRY ACCESSORIESDETAIL 15.000.0401 REV. 08/21/09
CAVITY INSERT/ MORTAR COLLECTION DEVICE
DEBONDED SHEAR ANCHOR
LADDER-TYPE HORIZONTAL JOINT REINFORCEMENT W/ WALL TIES
TRUSS-TYPE HORIZONTAL JOINT REINFORCEMENT
J-ANCHOR SPLIT-TAIL ANCHOR
TERMINATION BAR
VENEER ANCHOR
WEEP SCREED
HORSESHOE SHIMS
REBAR POSITIONER
FLASHING END DAM
DRIP EDGE
SASH CORD
© 2011 INTERNATIONAL MASONRY INSTITUTE
MASONRY ACCESSORIESDETAIL 15.000.0402 REV. 08/21/09
D213 WALL TIE, LONG PINTLE
SINGLE BRICK TIE, EYE & PINTLE
SMALL TRIANGLE TIE W/ DOVETAIL TAB
CORRUGATED WALL TIE
WEEP VENT
D213 WALL TIE, SHORT PINTLE
LARGE TRIANGLE TIE W/ DOVETAIL TAB
FERO TIE –BLOCK SHEAR CONNECTOR
COLUMN ROD WELDED MOUNTING
WEEP VENT
Wall Type Analysis
010 Single Wythe
020 Composite
030 Anchored Veneer - Masonry Backup
040 Anchored Veneer - Steel Stud Backup
050 Anchored Veneer - Wood Stud Backup
060 Anchored Veneer - Other Backup
070 Adhered Veneer - Masonry Backup
080 Adhered Veneer - Steel Stud Backup
090 Adhered Veneer - Wood Stud Backup
100 Adhered Veneer - Other Backup
110 Rain Screen Wall
120 Structural Masonry
130 Flooring - Interior
140 Paving - Exterior
150 Landscape Walls
160 Fireplaces & Chimneys
210 Training Mockups
220 Apprentice Contests
310 Building Models
400 Wall Type Analysis
410 Diagrams
510 Modular/Bonding
610 Sustainability / Energy-Efficiency
01 Brick
02 Concrete block
03 Stone, rough
04 Stone, dimensional
06 Tile
07 Terrazzo
08 Cement
09 Plaster / Stucco
10 Restoration
11 Terra Cotta
12 Refractory
13 AAC
14 Precast Concrete
15 Accessories
21 Structural Steel
22 Cast-in-Place Conc.
23 Metal Siding
40 Wall Type Analysis
50 Building Model
© 2011 INTERNATIONAL MASONRY INSTITUTE
Interior Insulation Cavity Insulation Inserts at CMU Foamed-in-Place
Granular Fill Exterior Insulation Multiple Locations
Within WallINSULATING MASONRY WALLSDETAIL 40.000.0201 REV. 02/14/09
© 2011 INTERNATIONAL MASONRY INSTITUTE
HORIZONTAL JOINT REINFORCEMENT
11 5/8””
EXPANDED POLYSTYRENE INSULATION INSERTS
12” CONCRETE MASONRY UNITS TREATED W/ INTEGRAL WATER REPELLENT
3D VIEW
CMU WALLDETAIL 40.010.0201 REV. 03/13/09
12” SINGLE WYTHE BLOCK W/ INSULATION INSERTS
© 2011 INTERNATIONAL MASONRY INSTITUTE
HORIZONTAL JOINT REINFORCEMENT
11 5/8””
EXPANDED POLYSTYRENE INSULATION INSERTS
12” CONCRETE MASONRY UNITS TREATED W/ INTEGRAL WATER REPELLENT
3D VIEW
CMU WALLDETAIL 40.010.0202 REV. 03/13/09
12” SINGLE WYTHE BLOCK W/ INSUL. INSERTS, STUDS, 3” XPS INSUL.
© 2011 INTERNATIONAL MASONRY INSTITUTE
BRICK VENEER
AIR/WATER/VAPOR BARRIER AS REQ’D
HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES
CMU BACKUP
2” EXTRUDED POLYSTYRENE INSULATION
16”
3 5/8” 2¾” 2” 7 5/8”
2¾” AIR SPACE
3D VIEW
MASONRY CAVITY WALLDETAIL 40.030.0201 REV. 03/13/09
2” EXTRUDED POLYSTYRENE INSULATION
© 2011 INTERNATIONAL MASONRY INSTITUTE
BRICK VENEER
AIR/WATER/VAPOR BARRIER AS REQ’D
HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES
CMU BACKUP
2” EXTRUDED POLYSTYRENE INSULATION
16”
3 5/8” 2¾” 2” 7 5/8”
EXPANDED POLYSTYRENE INSULATION INSERTS
2¾” AIR SPACE
3D VIEW
MASONRY CAVITY WALLDETAIL 40.030.0202 REV. 03/13/09
2” XPS INSULATION W/ BLOCK INSERTS
© 2011 INTERNATIONAL MASONRY INSTITUTE
BRICK VENEER
HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES
16”
3 5/8” 1¾” 3” 7 5/8”
AIR/WATER/VAPOR BARRIER AS REQ’D
CMU BACKUP
3” EXTRUDED POLYSTYRENE INSULATION
1¾” AIR SPACE
3D VIEW
MASONRY CAVITY WALLDETAIL 40.030.0203 REV. 03/13/09
3” EXTRUDED POLYSTYRENE INSULATION
© 2011 INTERNATIONAL MASONRY INSTITUTE
BRICK VENEER
AIR/WATER/VAPOR BARRIER AS REQ’D
HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES
CMU BACKUP
3” EXTRUDED POLYSTYRENE INSULATION
16”
3 5/8” 1¾” 3” 7 5/8”
EXPANDED POLYSTYRENE INSULATION INSERTS
1¾” AIR SPACE
3D VIEW
MASONRY CAVITY WALLDETAIL 40.030.0204 REV. 03/13/09
3” XPS INSULATION W/ BLOCK INSERTS
© 2011 INTERNATIONAL MASONRY INSTITUTE
BRICK VENEER
AIR/WATER/VAPOR BARRIER AS REQ’D
HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES
CMU BACKUP
3” POLYISO. INSULATION
16”
3 5/8” 1¾” 3” 7 5/8”
1¾” AIR SPACE
3D VIEW
MASONRY CAVITY WALLDETAIL 40.030.0205 REV. 03/13/09
3” POLYISOCYANURATE INSULATION
© 2011 INTERNATIONAL MASONRY INSTITUTE
BRICK VENEER
AIR/WATER/VAPOR BARRIER AS REQ’D
HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES
CMU BACKUP
3” POLYISO. INSULATION
16”
3 5/8” 1¾” 3” 7 5/8”
EXPANDED POLYSTYRENE INSULATION INSERTS
1¾” AIR SPACE
3D VIEW
MASONRY CAVITY WALLDETAIL 40.030.0206 REV. 03/13/09
3” POLYISOCYANURATE INSUL. W/ BLOCK INSERTS