designing with tile

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DESIGNING WITH TILE presented by International Masonry Institute

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DESCRIPTION

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.

TRANSCRIPT

Page 1: Designing with Tile

DESIGNING WITH TILE

presented by

International Masonry Institute

Page 2: Designing with Tile

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

Page 3: Designing with Tile

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

Page 4: Designing with Tile

SYSTEM COMPONENTS

Membranes

Setting materials

Tile

Grout

Substrates

- Walls

- Floors

2

3

4

1

5

Page 5: Designing with Tile

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

Page 6: Designing with Tile

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:

Page 7: Designing with Tile

TYPES OF TILE, ABSORPTION

Impervious

Vitreous

Semi-Vitreous

Non-vitreous

≤0.5%

0.5% to 3.0%

3.0% to 7.0%

> 7.0%

Porcelain

Pressed floor tile

Quarry tile

Glazed wall tile

ANSI A137.1

Page 8: Designing with Tile

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.

Page 9: Designing with Tile

TYPES OF TILE, FACIAL SIZE

Standard

Mosaic

Facial area < 9 sq. in.

Any side > 15 in.

Large format

ANSI A137.1

Page 10: Designing with Tile

LARGE FORMAT TILE

Any side ≥ 15”

Page 11: Designing with Tile

12”x24” 24”x24” 18”x36” 24”x48”

18”x18” 16”x16” 12”x12” 6”x8” 8”x8” 4”x8” 6”x6”

TYPES OF TILE, FACIAL SIZE

ANSI A137.1

Page 12: Designing with Tile

LARGE FORMAT TILE, ISSUES

Warpage

Lippage

Bonding pattern

Substrate tolerance

Coverage

Grout joint width

Page 13: Designing with Tile

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

Page 14: Designing with Tile

12” x 12” porcelain tile, rectified

What is the minimum grout joint width?

12” ?

GROUT JOINT WIDTH

Page 15: Designing with Tile

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

Page 16: Designing with Tile

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

Page 17: Designing with Tile

ANSI A108.02.4.3.7

GROUT JOINT WIDTH PER ANSI MINIMUM

Minimum widths per ANSI A108.02

Page 18: Designing with Tile

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.

Page 19: Designing with Tile

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.”

Page 20: Designing with Tile

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!

Page 21: Designing with Tile

BONDING PATTERNS LARGE FORMAT TILE

No offset

50% offset

33% offset

Page 22: Designing with Tile

BONDING PATTERN

50% offset (running bond)

Page 23: Designing with Tile

BONDING PATTERN

12” x 24” tile w/ 33% offset

Page 24: Designing with Tile

BONDING PATTERN

Page 25: Designing with Tile

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.

Page 26: Designing with Tile

LIPPAGE

Page 27: Designing with Tile

LIPPAGE

Mechanical edge leveling system

Page 28: Designing with Tile

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.

Page 29: Designing with Tile

LIGHTING

Wall wash lighting accentuates lippage, which may be in the acceptable range

Page 30: Designing with Tile

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.

Page 31: Designing with Tile

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

Page 32: Designing with Tile

SUBSTRATES

Almost any rigid surface

- Deflection criteria

Common substrates:

- Concrete

- Concrete masonry

- Cement board

- Plywood

- Wallboard

is important

Page 33: Designing with Tile

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

Page 34: Designing with Tile

SUBSTRATES, BACKER BOARDS

Wonderboard (Custom)

Hardibacker (Hardi) DensShield (GP)

Durock (USG)

Page 35: Designing with Tile

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

Page 36: Designing with Tile

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

Page 37: Designing with Tile

SUBSURFACE CONSIDERATIONS

Page 38: Designing with Tile

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

Page 39: Designing with Tile

SUBSURFACE CONSIDERATIONS, FLATNESS

Proper coverage

The flatter the substrate, the easier it will be to achieve:

Minimal lippage

Acceptable flatness

Unacceptable flatness

Better bond

Page 40: Designing with Tile

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:

Page 41: Designing with Tile

SUBSURFACE FLATNESS

Page 42: Designing with Tile

SUBSURFACE FLATNESS

Page 43: Designing with Tile

SUBSURFACE FLATNESS

Self-leveling underlayment (SLU)

Trowel applied patch (flash patch)

Page 44: Designing with Tile
Page 45: Designing with Tile

© 2013 CTEF, NTCA, IMI, IUBAC, TCAA

TESTING MODULE DRAWING 06.131.2101 REV. 1/21/13

FLOOR SUBSTRATE PREP/LARGE FORMAT TILE

1 2

3 4

FLOOR FRAMING DIAGRAM OSB DECKING

MEMBRANE MODULE PREPPED FOR TESTING

4’ x 8’ FLOOR FRAME CONSTRUCTED W/ DIMENSIONALLY STABLE LUMBER OR MICROLAM.

SHIM PERIMETER JOISTS IF NECESSARY, SO FRAME LIES FLAT ON SUBLFOOR

SLOPE FRAMING 3/4”

1/2” OSB SECURELY FASTENED TO DECKING TO SIMULATE OUT-OF-LEVEL CONCRETE

CLEAVAGE MEMBRANE OVER OSB FOR PROTECTION AND DISASSEMBLY

WOOD FRAMED WALLS W/ OSB SHEATHING

1/4” CEMENT BOARD NAILED TO OSB W/ 7/8” ROOFING NAILS; AVOID NAILING INTO FRAMING FOR EASY REMOVAL

Page 46: Designing with Tile

© 2013 CTEF, NTCA, IMI, IUBAC, TCAA

5 6 FLOOR PATCH LARGE FORMAT TILE

TESTING MODULE DRAWING 06.131.2102 REV. 1/21/13

FLOOR SUBSTRATE PREP/LARGE FORMAT TILE

TROWEL-APPLIED SAND & CEMENT PATCH TO CORRECT FLOOR FLATNESS

12” x 24” PORCELAIN TILE LAID IN 1/3 RUNNING BOND IN THINSET MORTAR

Page 47: Designing with Tile

Division 3 (FF method) vs. Division 9 (10 ft. straightedge method)

SUBSURFACE FLATNESS, DIVISION 3 vs. DIVISION 9

Page 48: Designing with Tile

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

Page 49: Designing with Tile

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.

Page 50: Designing with Tile

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

Page 51: Designing with Tile

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.

Page 52: Designing with Tile

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.”

Page 53: Designing with Tile

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.

Page 54: Designing with Tile

“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

Page 55: Designing with Tile

“…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

Page 56: Designing with Tile

SUBSURFACE PREPARATION

Page 57: Designing with Tile

SUBSURFACE PREPARATION, CURING COMPOUDS

“Properly cure concrete slabs without using liquid curing compound or other coatings.”

ANSI A108.3.2.1.1

Page 58: Designing with Tile

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.

Page 59: Designing with Tile

DEFLECTION

2009 IBC, 1604.3.1

Page 60: Designing with Tile

DRY-SET MORTAR

TILE OVER CBU ON WOOD SUBFLOOR DETAIL 09.03 REV. 04/16/07

© 2007 INTERNATIONAL MASONRY INSTITUTE

1-800-IMI-0988 www.imiweb.org

International Masonry Institute

masonry detailing series

(TCNA F144)

BACKER UNIT (CBU) CEMENTITIOUS

NAILED @ 6” O.C. W/ TAPED JOINTS,

1/8” GAP BETWEEN PLYWOOD SUBFLOOR;

PLYWOOD SHEETS

PORTLAND CEMENT DRY-SET OR LATEX-

MORTAR BOND COAT

CERAMIC TILE

Page 61: Designing with Tile

1/2”

.044”

16” o.c. spacing

15’-0” span

Maximum (?) Floor Deflection = L/360

Page 62: Designing with Tile

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.

Page 63: Designing with Tile

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

Page 64: Designing with Tile

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

Page 65: Designing with Tile

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

Page 66: Designing with Tile

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

Page 67: Designing with Tile

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

Page 68: Designing with Tile

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

Page 69: Designing with Tile

CRACK ISOLATON MEMBRANES

Page 70: Designing with Tile
Page 71: Designing with Tile

© 2013 CTEF, NTCA, IMI, IUBAC, TCAA, TCNA

1 ASSESS EXISTING CONDITIONS

Instructions to Installer

• Plan installation of two membranes incorporating clamping ring drain and pipe penetration.

TESTING MODULE SHEET 06.131.2412 REV. 7/15/13

MEMBRANES

Page 3

Page 72: Designing with Tile

© 2013 CTEF, NTCA, IMI, IUBAC, TCAA, TCNA

TESTING MODULE SHEET 06.131.2112 REV. 7/15/13

MEMBRANES

• Apply blue painter’s tape in center of floor and wall dividing two

areas.

• Pre-treat drains, penetrations, and corners.

• Apply membrane & fabric w/ connections to drain pipe

penetration and up walls 3” for sanitary base (no base to be

installed).

• Follow manufacturer’s recommendations.

Instructions to Installer

2 LIQUID APPLIED MEMBRANE (COAT 1)

Page 4

• Apply sheet membrane on right side of module.

• Provide appropriate connections to drain, pipe penetration, and

inside & outside corners.

• Extend membrane up walls 3” for sanitary base (no base to be

installed) and protect accordingly.

• Provide seam at midpoint between drain and pipe penetration.

• Follow manufacturer’s recommendations.

3 SHEET MEMBRANE

PROVIDE SEAM

• Apply second coat of liquid membrane after manufacturer’s

recommended dry time of first coat.

4 LIQUID APPLIED MEMBRANE (COAT 2)

Page 73: Designing with Tile

ACT CERTIFICATION, MEMBRANES

Page 74: Designing with Tile

ACT CERTIFICATION, MEMBRANES

Page 75: Designing with Tile

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

MO

RT

AR

BED

T

HIN

-SET

Page 76: Designing with Tile

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

Page 77: Designing with Tile

INSTALLATION METHODS, MORTAR BED (MUD)

Page 78: Designing with Tile

© 2009 INTERNATIONAL MASONRY INSTITUTE

FLOOR TILE DETAIL 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

Page 79: Designing with Tile

INSTALLATION METHODS, THIN-SET

Page 80: Designing with Tile

© 2009 INTERNATIONAL MASONRY INSTITUTE

FLOOR TILE DETAIL 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

Page 81: Designing with Tile
Page 82: Designing with Tile

© 2013 CTEF, NTCA, IMI, IUBAC, TCAA, TCNA

1 ASSESS EXISTING CONDITIONS

Instructions to Installer

TESTING MODULE SHEET 06.131.2312 REV. 7/15/13

MUD WORK – FLOOR MODULE

2 FLOAT FLOOR

8’-0”

8’-

0”

Starting point to determine proper depth of mortar bed

Page 3

ALL WORK

TO BE

COMPLETED

FROM THIS

WORK AREA

• Establish level perimeter & spots around U-shape.

• Install wire mesh reinforcement.

• Float floor per TCNA Method F111 (Unbonded Mortar Bed).

• Thickness per spec.

• All work to be completed from designated work area only (No

work to be done from perimeter of 8’ x 8’ box).

• Provided 8-ft. square frame.

Page 83: Designing with Tile

© 2013 CTEF, NTCA, IMI, IUBAC, TCAA, TCNA

Instructions to Installer

TESTING MODULE SHEET 06.131.2313 REV. 7/15/13

MUD WORK – WALL MODULE

ASSESS EXISTING CONDITIONS

1 2 FLOAT WALLS

Page 4

• Provided wood frame w/ gyp. bd. & cleavage

membrane pre-installed.

• Float walls per TCNA Handbook Method W222 –

Mortar Bed (One Coat Method).

• Thickness per spec.

• Tops of knee walls to be level and flat in both

directions.

Page 84: Designing with Tile

ACT CERTIFICATION, MUD WORK

Page 85: Designing with Tile

ACT CERTIFICATION, MUD WORK

Page 86: Designing with Tile

ACT CERTIFICATION, MUD WORK

Page 87: Designing with Tile

Porcelain tile

Dense body resulting

from fused feldspar

sand

Glazed ceramic tile

Impervious glaze over

clay body of varying

characteristics

SETTING MATERIALS, COMPATIBILITY W/ TILE

Page 88: Designing with Tile

Glazed ceramic tile -

open pores

Porcelain tile -

closed pores

Microscopic view of tile’s surface

SETTING MATERIALS, COMPATIBILITY W/ TILE

Page 89: Designing with Tile

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

Page 90: Designing with Tile

SETTING MATERIALS

A118.4 vs. A118.15

Page 91: Designing with Tile

SHEAR BOND TEST

ANSI A118.4.7.2.3; ANSI A118.15.7.2.3

Page 92: Designing with Tile

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

Page 93: Designing with Tile

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

Page 94: Designing with Tile

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

Page 95: Designing with Tile

COVERAGE

Troweling in swirl pattern may trap air and distribute mortar unevenly

Troweling in one direction results in better coverage and bond

Page 96: Designing with Tile

COVERAGE

Backbuttering the tile

Page 97: Designing with Tile

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

Page 98: Designing with Tile

COVERAGE

“Periodically remove and check a tile to assure that proper coverage is being attained.”

ANSI A108.5.2.5.4

Page 99: Designing with Tile

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.

Page 100: Designing with Tile

Inadequate mortar coverage

Page 101: Designing with Tile

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

Page 102: Designing with Tile

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

Page 103: Designing with Tile

“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

Page 104: Designing with Tile

EXPANSION JOINTS, PERIMETER

Page 105: Designing with Tile

EXPANSION JOINTS, PERIMETER

Expansion joint profile at perimeter change in plane

Page 106: Designing with Tile

EXPANSION JOINTS, PERIMETER

Expansion joint profile at vertical change in plane

No accommodation for movement at vertical change in plane

Page 107: Designing with Tile

© 2009 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

Page 108: Designing with Tile

“Movement joints in the substrate shall be carried though the tile installation.”

ANSI A118.12.1.0

EXPANSION JOINTS OVER CONCRETE CJ

Page 109: Designing with Tile

EXPANSION JOINTS OVER CONCRETE CJ

Page 110: Designing with Tile

provide expansion

joints in tile over

concrete joints

EXPANSION JOINTS OVER CONCRETE CJ

Page 111: Designing with Tile

provide expansion

joints in tile over

concrete joints

EXPANSION JOINTS OVER CONCRETE CJ

Page 112: Designing with Tile

EXPANSION JOINTS OVER CONCRETE CJ

Page 113: Designing with Tile

EXPANSION JOINTS OVER CONCRETE CJ

Page 114: Designing with Tile

EXPANSION JOINTS OVER CONCRETE CJ

Page 115: Designing with Tile

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

Page 116: Designing with Tile

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

Page 117: Designing with Tile

CERAMIC TILE

MORTAR BED REINFORCED

WATERPROOF MEMBRANE CLEAVAGE OR

COMPRESSIBLE FILLER SEALANT, BACKER ROD, AND

THINSET MORTAR OR WOOD CONCRETE

TILE EXPANSION JOINT DETAIL 09.01 REV. 04/13/07

© 2007 INTERNATIONAL MASONRY INSTITUTE

1-800-IMI-0988 www.imiweb.org

International Masonry Institute

masonry detailing series

1¼” – 2½” THICK

BOND COAT

Page 118: Designing with Tile

EXPANSION JOINTS, CUT TILE VS. TOOTHED

ANSI A108.01.3.7.5

Cut tile for expansion joint Toothed expansion joint

Page 119: Designing with Tile

EXPANSION JOINTS

Field applied w/ sealant Prefabricated profile

Page 120: Designing with Tile

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

Page 121: Designing with Tile

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

Page 122: Designing with Tile

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.

Page 123: Designing with Tile

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

Page 124: Designing with Tile

VENTILATED RAINSCREEN FACADES

Page 125: Designing with Tile

VENTILATED RAINSCREEN FACADES

Page 126: Designing with Tile

VENTILATED RAINSCREEN FACADES

Tiles can be easily removed and replaced, facilitating access to maintenance of internal wall components

Page 127: Designing with Tile

Constructability research mockup

VENTILATED RAINSCREEN FACADES

Page 128: Designing with Tile

Constructability research mockup

VENTILATED RAINSCREEN FACADES

Page 129: Designing with Tile

VENTILATED RAINSCREEN FACADES

Hyatt Place, Chicago, IL

Page 130: Designing with Tile
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VENTILATED RAINSCREEN FACADES

First Bank & Trust, Skokie, Illinois

Page 132: Designing with Tile

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.

Page 133: Designing with Tile

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

Page 134: Designing with Tile

REDUCED THICKNESS TILE

Craftworker training at IMI

Page 135: Designing with Tile

REDUCED THICKNESS TILE

Constructability research

Page 136: Designing with Tile

Constructability research

REDUCED THICKNESS TILE

Page 137: Designing with Tile

REDUCED THICKNESS TILE

Medical Mart, Commercial Tile & Stone, Cleveland, OH

Page 138: Designing with Tile

REDUCED THICKNESS TILE

Medical Mart, Commercial Tile & Stone, Cleveland, OH

Page 139: Designing with Tile

SUSTAINABILITY BENEFITS OF TILE

Low emitting Moisture tolerant

Improved life cycle Thermal mass Mold resistant

Page 140: Designing with Tile

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

Page 141: Designing with Tile

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

Page 142: Designing with Tile

SUSTAINABILITY BENEFITS OF TILE

Page 143: Designing with Tile

Toilet room renovations, before

CASE STUDY: FEDERAL BUILDING, CHICAGO, IL

Page 144: Designing with Tile

CASE STUDY: FEDERAL BUILDING, CHICAGO, IL

Page 145: Designing with Tile

Toilet room renovations, after

Photo credit: Hedrich Blessing/ Scott McDonald

CASE STUDY: FEDERAL BUILDING, CHICAGO, IL

Page 146: Designing with Tile

“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

Page 147: Designing with Tile

INSTALLER QUALIFICATIONS, TCNA HANDBOOK LANGUAGE

Page 148: Designing with Tile

INSTALLER QUALIFICATIONS, IMI TRAINING

Page 149: Designing with Tile

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

Page 150: Designing with Tile

09 30 00 Tiling

Page 151: Designing with Tile

SPECIFICATIONS

Page 152: Designing with Tile
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… the best hands

in the business!

IMI-TRAINED TILE, MARBLE, & TERRAZZO CRAFTWORKERS

Page 155: Designing with Tile

DESIGNING WITH TILE

presented by

International Masonry Institute