SOW_SubAttachment_6_-_UFGS_09_30_00_ CERAMIC_TILE _QUARRY_TILE _AND_PAVER_TILE .docx
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SOW SubAttachment 6 UFGS Ceramic Tile Quarry Tile and Paver Tile
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UFGS-09 30 00
UNIFIED FACILITIES GUIDE SPECIFICATIONS
SECTION TABLE OF CONTENTS DIVISION 09 - FINISHES SECTION 09 30 00
CERAMIC TILE, QUARRY TILE, AND PAVER TILE
November 2013
PART 1 GENERAL
| 1.1 | REFERENCES |
| 1.2 | SYSTEM DESCRIPTION |
| 1.2.1 | General Requirements |
| 1.2.2 | Reserved |
| 1.2.3 | Reserved |
| 1.3 | Reserved |
| 1.4 | SUBMITTALS |
| 1.5 | QUALITY ASSURANCE |
| 1.6 | DELIVERY, STORAGE, AND HANDLING |
| 1.7 | ENVIRONMENTAL REQUIREMENTS |
| 1.8 | WARRANTY |
| 1.9 | Reserved |
PART 2 PRODUCTS
| 2.1 | TILE |
| 2.1.1 | Ceramic Tile |
| 2.1.2 | Quarry Tile |
| 2.1.3 | Reserved |
| 2.1.4 | Reserved |
| 2.1.5 | Reserved |
| 2.1.6 | Reserved |
| 2.1.7 | Reserved |
| 2.1.8 | Reserved |
| 2.2 | SETTING-BED |
| 2.2.1 | Aggregate for Concrete Fill |
| 2.2.2 | Portland Cement |
| 2.2.3 | Sand |
| 2.2.4 | Hydrated Lime |
| 2.2.5 | Metal Lath |
| 2.2.6 | Reinforcing Wire Fabric |
| 2.3 | WATER |
| 2.4 | MORTAR, GROUT, AND ADHESIVE |
| 2.4.1 | Dry-Set Portland Cement Mortar |
SECTION 09 30 00
Page of 10
| 2.4.2 | Conductive Dry-Set Mortar |
| 2.4.3 | Latex-Portland Cement Mortar |
| 2.4.4 | Ceramic Tile Grout |
| 2.4.5 | Organic Adhesive |
| 2.4.6 | Epoxy Resin Grout |
| 2.4.7 | Furan Resin Grout |
| 2.4.8 | Sealants |
| 2.4.9 | Reserved |
| 2.4.10 | Reserved |
| 2.5 | Reserved |
| 2.6 | Reserved |
PART 3 EXECUTION
| 3.1 | PREPARATORY WORK AND WORKMANSHIP |
| 3.2 | GENERAL INSTALLATION REQUIREMENTS |
| 3.3 | Reserved |
| 3.3.1 | Reserved |
| 3.3.2 | Reserved |
| 3.3.3 | Reserved |
| 3.3.4 | Reserved |
| 3.4 | INSTALLATION OF FLOOR TILE |
| 3.4.1 | Workable or Cured Mortar Bed |
| 3.4.2 | Dry-Set and Latex-Portland Cement |
| 3.4.3 | Resinous Grout |
| 3.4.4 | Ceramic Tile Grout |
| 3.4.5 | Reserved |
| 3.4.6 | Concrete Fill |
| 3.5 | Reserved |
| 3.6 | Reserved |
| 3.7 | Reserved |
| 3.8 | EXPANSION JOINTS |
| 3.8.1 | Walls |
| 3.8.2 | Floors |
| 3.9 | CLEANING AND PROTECTING |
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM A185/A185M (2007) Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete
ASTM C1026 (2013) Standard Test Method for Measuring the Resistance of Ceramic Tile to Freeze-Thaw Cycling
ASTM C1027 (2009) Standard Test Method for Determining Visible Abrasion Resistance of Glazed Ceramic Tile
ASTM C1028 (2007; E 2010) Standard Test Method for Determining the Static Coefficient of Friction of Ceramic Tile and Other Like Surfaces by the Horizontal Dynamometer Pull-Meter Method
ASTM C1178/C1178M (2011) Standard Specification for Glass Mat Water-Resistant Gypsum Backing Panel
ASTM C144 (2011) Standard Specification for Aggregate for Masonry Mortar
ASTM C150/C150M (2012) Standard Specification for Portland Cement
ASTM C206 (2003; R 2009) Standard Specification for Finishing Hydrated Lime
ASTM C207 (2006; R 2011) Standard Specification for Hydrated Lime for Masonry Purposes
ASTM C241/C241M (2013) Standard Specification for Abrasion Resistance of Stone Subjected to Foot Traffic
ASTM C33/C33M (2013) Standard Specification for Concrete Aggregates
ASTM C373 (1988; R 2006) Water Absorption, Bulk Density, Apparent Porosity, and Apparent Specific Gravity of Fired Whiteware Products
ASTM C482 (2002; R 2009) Bond Strength of Ceramic Tile to Portland Cement
ASTM C501 (1984; R 2009) Relative Resistance to Wear of Unglazed Ceramic Tile by the Taber Abraser
ASTM C648 (2004; R 2009) Breaking Strength of Ceramic Tile
ASTM C847 (2012) Standard Specification for Metal Lath
ASTM D2103 (2010) Standard Specification for Polyethylene Film and Sheeting
ASTM D226/D226M (2009) Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing
ASTM D4068 (2009) Chlorinated Polyethylene Sheeting for Concealed Water-Containment Membrane
ASTM E2129 (2010) Standard Practice for Data Collection for Sustainability Assessment of Building Products
ASTM F446 (1985; R 2009) Grab Bars and Accessories Installed in the Bathing Area
BAY AREA AIR QUALITY MANAGEMENT DISTRICT (Bay Area AQMD)
Bay Area AQMD Rule 8-51 (1992; R 2001) Adhesive and Sealant Products
GREEN SEAL (GS)
GS-36 (2011) Commercial Adhesives
MARBLE INSTITUTE OF AMERICA (MIA)
MIA Design Manual (2003) Dimension Stone Design Manual
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 99 (2012; TIA 11-1; TIA 11-2; Errata 12-1; TIA 12-3; TIA 13-4) Health Care Facilities Code
SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)
SCAQMD Rule 1168 (1989; R 2005) Adhesive and Sealant Applications
TILE COUNCIL OF NORTH AMERICA (TCNA)
TCNA Hdbk (2013) Handbook for Ceramic, Glass, and Stone Tile Installation
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines
1.2 SYSTEM DESCRIPTION
1.2.1 General Requirements
| Close space, in which tile is being set, to traffic and other work. | Keep closed until tile is firmly set. | Do not walk or work on newly tiled floors without using kneeling boards or equivalent protection of the tiled | |
| surface. | Keep traffic off horizontal portland cement mortar installations for at least 72 hours. | Keep all traffic off epoxy installed floors for at least 40 hours after grouting, and heavy traffic off for at least 7 days, unless otherwise specifically authorized by manufacturer. | For materials like Tile, Accessories, and marble Thresholds submit Samples of sufficient size to show color range, pattern, type and joints. |
1.2.2 Reserved.
1.2.3 Reserved.
1.3 Reserved.
1.4 SUBMITTALS
Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-02 Shop Drawings
Detail Drawings; G SD-03 Product Data Tile; G Setting-Bed; G Mortar, Grout, and Adhesive; G
SD-04 Samples
Tile; G Accessories; G Grout; G
SD-06 Test Reports
Testing; G SD-07 Certificates Tile Mortar, Grout, and Adhesive
SD-11 Closeout Submittals
1.5 QUALITY ASSURANCE
Dimension and draw detail drawings at a minimum scale of 6 mm = 300 mm (1/4 inch = 1 foot). Include drawings of pattern at inside corners, outside corners, termination. Submit drawings showing ceramic tile pattern floor plans.
1.6 DELIVERY, STORAGE, AND HANDLING
Deliver materials to the project site in manufacturer's original unopened containers with seals unbroken and labels and hallmarks intact. Protect materials from weather, and store them under cover in accordance with manufacturer's printed instructions.
1.7 ENVIRONMENTAL REQUIREMENTS
Do not perform ceramic tile work unless the substrate and ambient temperature is at least 10 degrees C (50 degrees F) and rising. Maintain temperature above 10 degrees C (50 degrees F) while the work is being performed and for at least 7 days after completion of the work. When temporary heaters are used, ventilate the area to the outside to avoid carbon dioxide damage to new tilework.
1.8 WARRANTY
Provide manufacturer's standard performance guarantees or warranties that extend beyond a 1-year period.
1.9 Reserved.
PART 2 PRODUCTS
2.1 TILE
| Conform to TCNA Hdbk for standard grade tile. | Provide grade sealed containers. | Mark seals with the marks on the signed master grade certificate. | Provide an impact resistant tile with a minimum floor |
| breaking strength for wall tile of 41 kg (90 pound) and for floor tile of 113 kg (250 pound) in accordance with ASTM C648. | The manufacturer will provide a frost resistant rating for tile used in cold climate projects as determined by ASTM C1026. | Provide a 0.50 maximum percent water absorption | |
| in accordance with ASTM C373. | Provide a minimum coefficient of friction of |
0.50 wet and dry in accordance with ASTM C1028. Coordinate the color with Section 09 06 90 COLOR SCHEDULE.
2.1.1 Ceramic Tile
Ceramic tile shall be equal to or better than Marazzi brand 12 x 12 inch ceramic tile and installed in accordance with manufactures instruction and Glazed Ceramic Tile: TCA 137.1 Section 6.
2.1.2 Quarry Tile
Quarry tile shall be equal to or better than Daltile Quarry Coping brand and installed in accordance with manufactures instructions and ANSI A137.1. Furnish an unglazed quarry tile and trim with smooth surface. Use 6 by 6 by 1/2 inch or 8 by 8 by 1/2 inch as selected.
2.1.3 Reserved.
2.1.4 Reserved.
2.1.5 Reserved.
2.1.6 Reserved.
2.1.7 Reserved.
2.1.8 Reserved.
2.2 SETTING-BED
Compose the setting-bed of the following materials:
2.2.1 Aggregate for Concrete Fill
Conform to ASTM C33/C33M for aggregate fill. Do not exceed one-half the thickness of concrete fill for maximum size of coarse aggregate.
2.2.2 Portland Cement
Conform to ASTM C150/C150M for cement, Type I, white for wall mortar and gray for other uses.
2.2.3 Sand
Conform to ASTM C144 for sand.
2.2.4 Hydrated Lime
Conform to ASTM C206 for hydrated lime, Type S or ASTM C207, Type S.
2.2.5 Metal Lath
Conform to ASTM C847 for flat expanded type metal lath, and weighing a minimum 1.4 kg/square meter (2.5 pound/square yard).
2.2.6 Reinforcing Wire Fabric
Conform to ASTM A185/A185M for wire fabric. Provide 50 by 50 mm (2 by 2 inch mesh), 16/16 wire or 38 by 50 mm (1-1/2 by 2 inch) mesh, 16/13 wire.
2.3 WATER
Provide potable water.
2.4 MORTAR, GROUT, AND ADHESIVE
Submit certificates indicating conformance with specified requirements.
Conform to the following for mortar, grout, adhesive, and sealant:
2.4.1 Dry-Set Portland Cement Mortar
TCNA Hdbk.
2.4.2 Conductive Dry-Set Mortar
TCNA Hdbk.
2.4.3 Latex-Portland Cement Mortar
TCNA Hdbk.
2.4.4 Ceramic Tile Grout
TCNA Hdbk; petroleum-free and plastic-free.
2.4.5 Organic Adhesive
TCNA Hdbk, Type I. Water-resistant. Comply with applicable regulations regarding toxic and hazardous materials and as specified.
2.4.6 Epoxy Resin Grout
TCNA Hdbk. Prohibited unless specifically indicated otherwise.
2.4.7 Furan Resin Grout
TCNA Hdbk and consist of an intimate mixture of furfuryl-alcohol resin with carbon filler and catalyst. Prohibited unless specifically indicated otherwise.
2.4.8 Sealants
Comply with applicable regulations regarding toxic and hazardous materials and as specified.
2.4.9 Reserved.
2.4.10 Reserved.
2.5 Reserved.
2.6 Reserved.
PART 3 EXECUTION
3.1 PREPARATORY WORK AND WORKMANSHIP
Inspect surface to receive tile in conformance to the requirements of TCNA Hdbk for surface conditions for the type setting bed specified and for workmanship. Provide variations of tiled surfaces that fall within maximum values shown below:
| TYPE |
| WALLS |
| FLOORS |
| Dry-Set Mortar |
| 3 mm in 2.4 meter |
1/8 inch in 8 ft.
3.0 mm in 3 meter 1/8 inch in 10 ft.
| Organic Adhesives |
| 3 mm in 2.4 meter |
1/8 inch in 8 ft.
1.5 mm in 1 meter 1/16 inch in 3 ft.
Latex Portland Cement Mortar 3 mm in 2.4 meter 1/8 inch in 8 ft.
3.0 mm in 3 meter 1/8 inch in 10 ft.
| Epoxy |
| 3 mm in 2.4 meter |
1/8 inch in 8 ft.
3.0 mm in 3 meter 1/8 inch in 10 ft.
3.2 GENERAL INSTALLATION REQUIREMENTS
| Do not start tile work until roughing in for mechanical and electrical work has been completed and tested, and built-in items requiring membrane waterproofing have been installed and tested. | Do not start floor tile installation in spaces requiring wall tile until after wall tile has been installed. | Apply tile in colors and patterns indicated in the area shown |
| on the drawings. | Install tile with the respective surfaces in true even planes to the elevations and grades shown. | Provide special shapes as |
| required for sills, jambs, recesses, offsets, external corners, and other conditions to provide a complete and neatly finished installation. | Solidly back tile bases and coves with mortar. |
3.3 Reserved.
3.3.1 Reserved.
3.3.2 Reserved.
3.3.3 Reserved.
3.3.4 Reserved.
3.4 INSTALLATION OF FLOOR TILE
Install floor tile in accordance with TCNA Hdbk method.
3.4.1 Workable or Cured Mortar Bed
Install floor tile over a workable mortar bed or a cured mortar bed at the option of the Contractor. Conform to TCNA Hdbk for workable mortar bed materials and installation. Conform to TCNA Hdbk for cured mortar bed materials and installation. Provide minimum 6.35 mm (1/4 inch) to maximum
9.53 mm (3/8 inch) joints in uniformed width.
3.4.2 Dry-Set and Latex-Portland Cement
Use dry-set or [atex-Portland cement mortar to install tile directly over properly cured, plane, clean concrete slabs in accordance with TCNA Hdbk. Use Latex Portland cement when installing porcelain ceramic tile.
3.4.3 Resinous Grout
| When resinous grout is indicated, grout quarry tile with either furan or epoxy resin grout. | Rake and clean joints to the full depth of the tile and neutralize when recommended by the resin manufacturer. | Install epoxy resin grout in conformance with TCNA Hdbk. | Install resin grout in accordance |
| with manufacturer's printed installation instructions. | Provide a coating |
of wax applied from the manufacturer on all tile installed and furan resin. Follow manufacturer's printed installation instructions of installed resin grout for proportioning, mixing, installing, and curing.
Maintain the recommended temperature in the area and on the surface to be grouted. Protect finished grout of grout stain.
3.4.4 Ceramic Tile Grout
Prepare and install ceramic tile grout in accordance with TCNA Hdbk.
3.4.5 Reserved.
3.4.6 Concrete Fill
| Provide a 24.1 MPa (3500 psi) concrete fill mix to dry as consistency as practicable. | Compose concrete fill by volume of 1 part Portland cement to | |||
| 3 parts fine aggregate to 4 parts coarse aggregate, and mix with water to as dry a consistency as practicable. | Spread, tamp, and screed concrete fill to a true plane, and pitch to drains or levels as shown. | Thoroughly damp concrete fill before applying setting-bed material. | Reinforce concrete fill with one layer of reinforcement, with the uncut edges lapped the width of one mesh and the cut ends and edges lapped a minimum 50 mm (2 inch). | Tie laps together with 1.3 mm (18 gauge) wire every 250 mm (10 inch) along the finished edges and every 150 mm (6 inch) along the cut ends and edges. Provide reinforcement with support and secure in the centers of concrete fills. Provide a continuous mesh; except where expansion joints occur, cut mesh and discontinue across such joints. Provide reinforced concrete fill under the setting-bed where the distance between the under-floor surface and the finished tiles floor surface is a minimum of 50 mm (2 inches), and of the same thickness that the mortar setting-bed over the concrete fill with the thickness required in the specified TCNA Hdbk method. |
3.5 Reserved.
3.6 Reserved.
3.7 Reserved.
3.8 EXPANSION JOINTS
Form and seal joints as specified in Section 07 92 00 JOINT SEALANTS.
3.8.1 Walls
Provide expansion joints at control joints in backing material. Wherever backing material changes, install an expansion joint to separate the different materials.
3.8.2 Floors
Provide expansion joints over construction joints, control joints, and expansion joints in concrete slabs. Provide expansion joints where tile abuts restraining surfaces such as perimeter walls, curbs and columns and at intervals of 7.2 to 10.8 m (24 to 36 feet) each way in large interior floor areas and 3.6 to 4.8 m 12 to 16 feet each way in large exterior areas or areas exposed to direct sunlight or moisture. Extend expansion joints through setting-beds and fill.
3.9 CLEANING AND PROTECTING
| Upon completion, thoroughly clean tile surfaces in accordance with manufacturer's approved cleaning instructions. | Do not use acid for | |||
| cleaning glazed tile. | Clean floor tile with resinous grout or with factory mixed grout in accordance with printed instructions of the grout manufacturer. | After the grout has set, provide a protective coat of a noncorrosive soap or other approved method of protection for tile wall surfaces. | Cover tiled floor areas with building paper before foot traffic is permitted over the finished tile floors. | Provide board walkways on |
tiled floors that are to be continuously used as passageways by workmen. Replace damaged or defective tiles.
-- End of Section --
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