Attendees will develop an understanding of the various types of tile, setting methods, system components, design and installation considerations, specialty systems, and quality assurance. Attendees will learn how to use applicable codes and standards to design and specify tile work meeting minimum requirements and best practices. The program will emphasize design and installation requirements for large format tile, including substrate preparation. The program will also look at the new standards for coefficient of friction (COF). There will be a discussion of sustainable attributes of tile. The program will also address the new recommended specification language for installer qualifications appearing in the TCNA Handbook and MasterSpec.
2. II. System components:
OUTLINE I. References
Substrates
Membranes
III. Movement control
V. New materials & technologies
IV. Coefficient of friction
VI. Installer qualifications
Setting materials
Tile
Grout
- LFT considerations
- Preparation
- Setting methods
- Mortar coverage
VII. Sustainability benefits
3. REFERENCES
ANSI A108/118/136
American National Standard
Specification for the
Installation of Ceramic Tile
ANSI A137.1-2008
American National Standard
Specifications for Ceramic Tile
2013 TCNA Handbook for
Ceramic, Glass, and Stone
Tile Installation
5. SYSTEM COMPONENTS: TILE
1. Types of tile
Categories
Absorption
Size
2. Design and construction implications
of large format tile (LFT)
Warpage
Lippage
Bonding pattern
Grout joint width
Substrate preparation
6. TYPES OF TILE
Porcelain tile
Mosaic tile
Pressed floor tile
Quarry tile
Glazed wall tile
ANSI A137.1 American National Standard Specifications for
Ceramic Tile includes performance and aesthetic criteria for the
five major types of ceramic tiles:
Glass tile
Natural stone tile
The TCNA Handbook includes selections
guides and installation methods for all of
the above, and also includes:
8. Have been sorted to meet manufacturer’s stated caliber
(size) range; vary less in facial dimensions than most
natural tiles, but can experience wide size variance.
Not sized or sorted mechanically;
can very greatly in size.
TYPES OF TILE, SIZING CATEGORIES
Porcelain tile
Calibrated
Rectified
Pressed tile
Calibrated
Rectified
Natural
All edges are mechanically finished to achieve a more
precise facial dimension; provide the least amount of
facial dimension and squareness variance.
9. TYPES OF TILE, FACIAL SIZE
Standard
Mosaic
Facial area < 9 sq. in.
Any side > 15 in.
Large format
ANSI A137.1
12. LARGE FORMAT TILE, ISSUES
Warpage
Lippage
Bonding pattern Substrate tolerance
Coverage
Grout joint
width
13. GROUT JOINT WIDTH
Grout joint width is a function of:
ANSI-established minimums
Tile’s facial dimension tolerance
(range of tile sizes)
Tile’s edge warpage
14. 12” x 12” porcelain tile, rectified
What is the minimum grout joint width?
12” ?
GROUT JOINT WIDTH
15. 4.3.8 Grout joint size: To accommodate the range in
facial dimensions of the tile supplied for a specific project,
the actual grout joint size may, of necessity, vary from the
grout joint size specified. The actual grout joint size shall
be at least three times the actual variation of facial
dimensions of the tile supplied. In no circumstance shall
the grout joint be less than 1/16 in.
ANSI A108.02.4.3.8
GROUT JOINT WIDTH PER ANSI MINIMUM
16. ANSI A108.02.4.3.8
4.3.8 Grout joint size: To accommodate the range in
facial dimensions of the tile supplied for a specific project,
the actual grout joint size may, of necessity, vary from the
grout joint size specified. The actual grout joint size shall
be at least three times the actual variation of facial
dimensions of the tile supplied. In no circumstance shall
the grout joint be less than 1/16 in.
GROUT JOINT WIDTH PER TILE’S FACIAL DIMENSIONS
18. GROUT JOINT WIDTH PER TILE’S FACIAL DIMENSIONS
12” x 12” (nom.) Porcelain tile, rectified
Dimension can vary ± .25% or .03 in.
Allowable variation = 12 in. x .0025 = .03 in = approx. 1/32 in.
Min. grout joint width = 3 x .03 = approx. 3/32 in.
19. GROUT JOINT WIDTH, LFT IN RUNNING BOND
ANSI A108.02.4.3.8.1
“For running bond/brick joint patterns utilizing tiles
(square or rectangular) with any side greater than
15 in., the grout joint shall be, on average, a
minimum of 1/8 in. wide for rectified tiles and, on
average, a minimum of 3/16 in. wide for calibrated
(non-rectified) tiles. The grout joint width shall be
increased over the minimum requirement by the
amount of edge warpage on the longest edge of
the actual tiles being installed.”
20. 12” x 24” (nom.) Porcelain tile, rectified
Grout joint width = 1/8 in. min., per ANSI A108.02.4.3.8.1
Longest edge warpage = 24 in. x .040 = .096 in. = approx. 3/32 in.
Min. grout joint width = 1/8 in. + 3/32 in. = approx. 7/32 in.
GROUT JOINT WIDTH, LFT IN RUNNING BOND
Conclusion: Don’t use large format tile in running bond!
25. LIPPAGE
Lippage: Condition where one edge of the tile is
higher than the adjacent tile, giving the surface
an uneven appearance.
1/32” – 1/16” lippage is considered acceptable,
depending on grout joint width.
28. LIGHTING
Overhead lighting next to the
wall creates harsh shadows,
emphasizes lippage
Lights moved just one ceiling
panel (24”) from wall
Locate light fixtures at least 24” away from the wall.
30. LIGHTING, DURING CONSTRUCTION
It that’s impossible, insist that permanent lighting
type be placed in the permanent lighting location
prior to installing tile.
It’s best if permanent lighting is in place prior to tile
installation.
31. 2.4 Backing surfaces
Ceramic tile can be installed over horizontal and vertical
building surfaces… Tile can be installed directly over
sound, clean, and dimensionally stable surfaces with one
of the thin-set methods, or with a mortar bed method.
SUBSTRATES
ANSI A108.1 General Requirements: Subsurfaces
and Preparations by Other Trades
2.0 General requirements for subsurfaces
32. SUBSTRATES
Almost any rigid surface
- Deflection criteria
Common substrates:
- Concrete
- Concrete masonry
- Cement board
- Plywood
- Wallboard
is important
33. SUBSTRATES, BACKER BOARDS
“Cementitious backer units are fiber glass mesh-reinforced
concrete construction units usually 7/16 in. minimum
thickness.” - ANSI A108 Introduction, 2.13
“A nailable/screwable backerboard or underlayment panel
which is composed of stable portland cement, aggregates,
and reinforcements that have a significant ability to remain
unaffected by prolonged exposure to moisture.”
- ANSI A118.9.2.1
35. SUBSTRATES, BACKER BOARDS
Center backer board
edges on framing
Stagger joints so 4
corners do not meet
Space between
panel ends & edges
per manufacturer
Wall and Floor Methods
in TCNA Handbook
Long dimension
of CBU against
framing
20 ga. steel studs, min.,
@ 16 o.c. spacing, max.
ANSI A108.11.5.1
36. SUBSTRATES, BACKER BOARDS
“CAUTION – Neither gypsum board, including water-
resistant gypsum backing board, nor gypsum plaster
shall be used in wet areas.”
ANSI A108.01.2.5.3.3
38. 2.1 General
The quality and cost of ceramic tile installations are
influenced by the stability, permanence, and precision of
installation of the backing or base material.
ANSI A108.1 General Requirements: Subsurfaces
and Preparations by Other Trades
2.0 General requirements for subsurfaces
SUBSURFACE CONSIDERATIONS
39. SUBSURFACE CONSIDERATIONS, FLATNESS
Proper coverage
The flatter the substrate, the easier it will be
to achieve:
Minimal lippage
Acceptable flatness Unacceptable flatness
Better bond
40. SUBSURFACE CONSIDERATIONS, FLATNESS
“For tiles with all edges shorter than 15 in.,
the maximum allowable variation is no more
than 1/4 in. in 10 ft. and no more than 1/16
in. in 1 ft. from the required plane.”
“For tiles with at least one edge 15
in. or longer, the maximum allowable
variation is no more than 1/8 in. in 10
ft. and no more than 1/16 in. in 2 ft.
from the required plane.”
Standard size tile
Large format tile (LFT)
ANSI A108.02.4.1.4.3.4
Requirements for sub-floor surfaces and vertical surfaces to receive
tile using one of the thin-set methods:
47. Division 3 (FF method)
vs. Division 9 (10 ft.
straightedge method)
SUBSURFACE FLATNESS, DIVISION 3 vs. DIVISION 9
48. SUBSURFACE FLATNESS, DIVISION 3 vs. DIVISION 9
Division 3, Concrete
Concrete floors must comply with a floor flatness (FF)
tolerance based on the ASTM E1155 Standard Test
Method to Determine Floor Flatness and Floor
Levelness Numbers
- FF of 20 is conventional
- FF of 35 is flat
- FF of 60 is superflat
- per ACI 117-06, is suitable for
thin-bed tile installations
- however, FF of 35 will often have areas that
do not meet the required flatness for tile
49. SUBSURFACE FLATNESS, DIVISION 3 vs. DIVISION 9
Limitations of ASTM E1155 (FF method)
Measurement taken within 72 hours of concrete placement
- Before concrete curling and shrinkage
No measurement taken at
construction, isolation, or
control joints.
No measurement taken at
column blockouts.
No measurement taken
within 2 feet of perimeter
of slab.
50. CONCRETE IS FLAT
WHEN CAST IN PLACE
CONCRETE IS FLAT
WHEN CAST IN PLACE
BUT CURLS AND
SHRINKS AS IT SETS
Most curling is caused by shrinkage
as the concrete dries
As the slab top shrinks, the bottom
doesn’t, and the slab curls
Possible remedy: place more
reinforcement at the top of the slab
SUBSURFACE FLATNESS, DIVISION 3 vs. DIVISION 9
51. SUBSURFACE FLATNESS, DIVISION 3 vs. DIVISION 9
Straightedge Method
Tile contractor checks individual areas with a 10-ft
straightedge
1/4 in. in 10 ft. for standard tile
1/8 in. in 10 ft. for LFT
Often, floors that meet FF of 35 will have
areas that do not meet these criteria.
52. Unless subfloor prep is required by the spec, or a
bid allowance is included, tile contractor assumes
a suitably flat floor will be provided.
SUBSURFACE FLATNESS
TCNA Handbook
“Project specifications shall include a specific and
separate requirement to bring the subsurface into
compliance if a thin-bed method is specified but
subfloor does not meet the flatness requirements.”
53. Industry standards for tile finish flatness
and lippage do not apply if the substrate
does not meet required flatness tolerances
for tile, unless tile contractor is authorized
to correct substrate flatness issues.
2013 TCNA Handbook
SUBSURFACE FLATNESS
Tile contractor will document
flatness issues and retain
communications.
54. “As tile size increases, the
effect of substrate
irregularities is compounded.
When specifying tile with any
edge longer than 15”,
consider specifying a
recessed substrate and a
mortar bed (thick-set)
installation method to
minimize lippage that results
when a thin-bed method is
specified but subfloor flatness
requirements are not met.”
SUBSURFACE FLATNESS
TCNA Handbook
55. “…Mortars are designed
as direct bond
adhesives and are not
intended to be used in
truing or leveling
underlying substrates or
the work of others.”
SUBSURFACE FLATNESS
ANSI A118.4.2.1
57. SUBSURFACE PREPARATION, CURING COMPOUDS
“Properly cure concrete slabs without using
liquid curing compound or other coatings.”
ANSI A108.3.2.1.1
58. DEFLECTION
“Floor systems, including the
framing system and subfloor
panels, over which tile will be
installed shall be in conformance
with the IRC for residential
applications, the IBC for
commercial applications, or
applicable building codes.”
ANSI A108.01.2.3
For stone tile, refer to MIA; may
be as rigid as L/720.
62. MEMBRANES
“… function as barriers to positive liquid water migration.”
ANSI A108 Introduction, 2.14, 2.15, 2.16
Waterproof membranes (ANSI A118.10)
Crack isolation membranes (ANSI A118.12)
“… isolate tile or stone from minor in-plane substrate
cracking.”
Sound reduction membranes (ANSI A118.13)
“… lower the transmission of sound from one room to the
room below.”
Each of these membranes may be bonded to a variety of
manufacturer-approved substrates, and may be trowel, liquid,
or sheet applied.
63. Prevent water from penetrating into the substrate
or other flooring components below the
membrane.
WATERPROOF MEMBRANES
ANSI A118.10, Load-bearing, Bonded, Waterproof Membranes
for Thin-set Ceramic Tile and Dimension Stone Installations
Contain and direct water to proper drainage
Protect setting bed, reinforcing wire (if used),
concrete base, concrete reinforcing
64. Generally have polyester or fiberglass netting (a.k.a.
“bonding fleece”) bonded to both sides of sheet which
allow the membrane to be bonded to the substrate, and
tile to be bonded to the membrane
WATERPROOF MEMBRANES, SHEET APPLIED
Typically made from chlorinated polyethylene, PVC, or
other plastic materials
Product standard:
ANSI A118.10
Installation method:
ANSI A108.13
Some sheet applied
membranes provide
both waterproofing and
crack isolation functions
65. Advantages
- No cure time before water test
WATERPROOF MEMBRANES, SHEET APPLIED
Disadvantages
- Used primarily for flat surfaces
- Generally require factory formed
corners to avoid excessive
thickness when folding
- Bonding seams between
sheets can be challenging
- Consistency of quality
and thickness
66. Some liquid applied
membranes incorporate
polyester or fiberglass
fabric into the liquid
applications for added
strength and to help
establish proper
thickness
WATERPROOF MEMBRANES, LIQUID APPLIED
Typically made from asphaltic compounds, single- or dual-
component polyurethanes; water- or resin-based two-part
epoxies; single-component latex-based materials
Some liquid applied
membranes provide both
waterproofing and crack
isolation functions
67. Advantages
- Can be applied to flat or irregular surfaces
- Can provide seamless installation
WATERPROOF MEMBRANES, LIQUID APPLIED
Disadvantages
- May be challenging to control the thickness
- May be challenging to mix two or three components
Without entraining air that can result in pinholes in
the application
- Generally require several coats
with required drying time in between
68. CRACK ISOLATON MEMBRANES
Provide a flexible barrier between tile and substrate that
will prevent minor lateral movement or in-plane substrate
cracks (up to 1/8”) from transmitting up through the tile
finish.
Product standard: ANSI A118.12
Installation method: ANSI A108.17
Can be applied to existing cracks in the substrate
- Crack chasing
- Partial treatment
Can be applied “full bed” to entire area to receive tile
- Treats existing minor in-plane cracks in the substrate
- May prevent future cracks in substrate from telegraphing
75. INSTALLATION METHODS
ANSI A108 – Installation Standards
A108.1A Installation of Ceramic Tile in the Wet-Set Method,
with Portland Cement Mortar
A108.1B Installation of Ceramic Tile on a Cured Portland
Cement Mortar Setting Bed with Dry-Set or Latex-
Portland Cement Mortar
A108.1C Contractor’s Option: Installation of Ceramic Tile in
the Wet-Set Method with Portland Cement Mortar
or Installation of Ceramic Tile on a Cured Portland
Cement Mortar Setting Bed with Dry-Set or Latex-
Portland Cement Mortar
A108.4 Installation of Ceramic Tile with Organic Adhesives
or Water Cleanable Tile-Setting Epoxy Adhesive
A108.5 Installation of Ceramic Tile with Dry-Set Portland
Cement Mortar or Latex-Portland Cement Mortar
MORTARBEDTHIN-SET
76. INSTALLATION METHODS
Generally 1¼” to 2½” thick
Mortar Bed (Mud Bed)
Can compensate for
irregular substrate
Limits deflection
Thin-Set
Thinner installation
Prep time reduced
3/32” - 1/4” after embedment
Medium bed mortar may be
3/16” – 3/4” after embedment
89. SETTING MATERIALS, A118.4 vs. A118.15
2013 ANSI adds new spec for improved
modified dry-set cement mortar (A118.15)
Increases clarity of mortar performance
Levels the playing field in low-bid contract
award
92. Medium bed mortar
SETTING MATERIALS, MEDIUM BED MORTAR
Minimize slump, facilitate
thicker bond coats
Useful for setting heavy
tiles, ungauged ties, and
large format tiles
3/16” to 3/4” bond coat after
tile is embedded
Not intended for truing or leveling
A product, not an installation
method
93. SETTING MATERIALS, ORGANIC ADHESIVES
ANSI A108 Introduction
2.2.1 CAUTION – Although organic adhesives provide a
good bond for floor tile to substrates, they may provide
insufficient support under nonresidential loads, resulting
in the cracking of tile.
2.0 Notes for tile material, accessories, and definitions
94. COVERAGE
95% coverage req’d
for interior wet areas
and exteriors
80% coverage req’d
for interior dry areas
Key in mortar using
flat side of trowel
Trowel in one
direction to distribute
mortar evenly and
avoid trapping air
ANSI A108.5.3.3
95. COVERAGE
Troweling in swirl pattern
may trap air and distribute
mortar unevenly
Troweling in one direction
results in better coverage
and bond
97. COVERAGE
“If 95% coverage is specified, back butter each tile with bond
coat… The method used should produce maximum
coverage with the corners and edges fully supported”
ANSI A108.5.2.5.4
99. COVERAGE
EXTERIOR OR WET INSTALLATION
• MIN. 95% COVERAGE
DRY INTERIOR INSTALLATION
• NO VOIDS WITHIN 2” OF TILE EDGES
• MAXIMUM SIZE OF VOID IS 2 SQUARE
INCHES (APPROXIMATELY THE AREA
OF A GOLF BALL).
• MIN. 80% COVERAGE
• NO VOIDS WITHIN 2” OF TILE EDGES
• MAXIMUM SIZE OF VOID IS 2 SQUARE
INCHES (APPROXIMATELY THE AREA
OF A GOLF BALL).
TILE (12” x 12” SHOWN)
THINSET MORTAR
ADHERES TO BACK
SIDE OF TILE WHEN
TILE IS REMOVED
FOR INSPECTION
MORTAR VOID,
GOLF BALL-SIZED
(APPROX.), MAX.
2” MAX.,
TYP.
2” MAX.,
TYP.
101. EXPANSION JOINTS, LOCATIONS
Provide at construction joints
Provide at control joints
- Cold joints
- Formed or sawed
Provide at isolation joints / building
expansion joints
May be required where cracks
have occurred in substrate
- Separating adjoining parts
102. EXPANSION JOINTS, SPACING
Interior exposed to direct sunlight
Exterior
• 8 ft. to 12 ft. o.c.
Interior
• 20ft. to 25 ft. o.c.
• 8 ft. to 12 ft. o.c.
- Temperature changes up to 100˚F
- 1/2” wide expansion joint
- Temperature changes up to 20˚F
- Not exposed to moisture
ANSI A108.01.3.7
103. “Movement joints are required over all
construction, control, and expansion joints in
the backing and where backing materials
change or change direction including
terminations of tilework where it abuts
restraining or dissimilar surfaces.”
ANSI A108.02.4.4.1
EXPANSION JOINTS, PERIMETER
115. 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
EXPANSION JOINTS OVER CONCRETE CJ
116. 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
EXPANSION JOINTS OVER CONCRETE CJ
120. COEFFICIENT OF FRICTION
Coefficient of Friction (COF)
- Measurement of a tile’s frictional resistance
- Related to traction and slip resistance
Static Coefficient of Friction (SCOF)
Dynamic Coefficient of Friction (DCOF)
- Frictional resistance one pushes against
when already in motion
- Frictional resistance one pushes against
when starting motion
- Measures the ratio of forces necessary
to start two surfaces sliding
- Measures the ratio of forces necessary
to keep two surfaces sliding
121. COEFFICIENT OF FRICTION
SCOF (ASTM C1028) is no longer the accepted method
DCOF AcuTest (ANSI A137.1-2012, Section 9.6) is the
new method
In 2012, the method for measuring COF for ceramic tile
changed, per ANSI A137.1
- DCOF relates better to slips occurring
while a person is in motion
122. COEFFICIENT OF FRICTION
Minimum wet DCOF AcuTest value of 0.42
required for ceramic tiles for level interior spaces
expected to be walked upon when wet.
Tiles with a wet DCOF AcutTest value of <
0.42 are only suitable for floor areas that
will be kept dry.
Previously, there was no required value in
ANSI A137.1 for wet floors (static or
dynamic), although a minimum value of
0.6 wet SCOF, measured by ASTM
C1028, was commonly specified for
ceramic tile in commercial spaces.
Tiles that meet 0.60 SCOF may meet
0.42 DCOF; however, there is no direct
relationships between the methods.
123. VENTILATED RAINSCREEN FACADES
Tiles up to 1 1/4” thick, up to
4’ x 4’
Mechanically anchored to
structural backup, as exterior
wall cladding
Mechanically anchored to
structural backup, as exterior
wall cladding
Ventilated, back-drained,
rainscreen wall system
132. REDUCED THICKNESS TILE
3 mm to 6.5 mm thick
- Traditional tiles are 7 to 11 mm thick
Facial sizes up to 5 ft x 10 ft.
133. REDUCED THICKNESS TILE, CONSIDERATIONS
Handling and installation that take into consideration the
lower breaking strength
Variation in manuf’r recommendations re. suitable
substrates and applications; substrate prep.
Currently, no product or installation standards exist.
Setting material compatible w/ reinforcement on tiles
Prequalified installers; specialized tools
139. SUSTAINABILITY BENEFITS OF TILE
Low emitting Moisture tolerant
Improved life cycle Thermal mass Mold resistant
140. SUSTAINABILITY BENEFITS OF TILE
Developed by TCNA
Green Squared Certification
ANSI A138.1 product standard, a.k.a. Green Squared
Certified by one of three credible and widely recognized
certification bodies
Contributes points toward several green ratings systems
- National Green Building Standard (ICC 700-2012)
- It is likely that LEED will soon acknowledge
141. SUSTAINABILITY BENEFITS OF TILE
Recycled content
Green Squared Certification Criteria
Regional availability
Indoor air quality
Exterior contribution / heat island effect
Cleaning and maintenance
Cleanliness and sterility
Life cycle performance
Energy reduction
Innovation
145. Toilet room renovations, after
Photo credit: Hedrich Blessing/ Scott McDonald
CASE STUDY: FEDERAL BUILDING, CHICAGO, IL
146. “The heart of the tile trade will always
be the skill of the individual craftsmen.
This means that tile will always be a
trade; it will never be an industry.”
Alan Lippert, BAC tile contractor
and TCAA President 1990-1991
149. INSTALLER & CONTRACTOR QUALIFICATION LANGUAGE
“Journeyman Tile Layers Apprenticeship
Programs… Contractors that employ union
Journeymen Tile Setters can be found
through the Union Locals that list their
signatory contractors, primarily the
Bricklayer and Allied Craftworkers (BAC)…
“Every aspect of a tile installation relies on
the tile contracting company and its
installers.”
“The following non-profit programs are
well-established and recognized by the
Handbook Committee:
“Tile Contractors’ Association of America
(TCAA) Trowel of Excellence Program…”
“IMI Contractor College…
IN 2012 TILE COUNCIL OF NORTH AMERICA HANDBOOK