09 30 00 REV 11-01-11.pdf

USCG DETACHMENT SANDY HOOK PSN# 3227668

Highlands, NJ 100% submission

Section 09 30 00 Page 1 REVISED 11/01/11

SECTION 09 30 00

CERAMIC TILE, QUARRY TILE, AND PAVER TILE

08/10

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 A 185/A 185M (2007) Standard Specification for Steel Welded Wire

Reinforcement, Plain, for Concrete

ASTM C 1026 (1987; R 2002) Standard Test Method for Measuring the Resistance of Ceramic Tile to Freeze-Thaw Cycling

ASTM C 1027 (2009) Standard Test Method for Determining Visible

Abrasion Resistance of Glazed Ceramic Tile

ASTM C 1028 (2007e1) 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 C 1178/C 1178M (2008) Standard Specification for Glass Mat Water-Resistant

Gypsum Backing Panel

ASTM C 144 (2004) Standard Specification for Aggregate for Masonry Mortar

ASTM C 150/C 150M (2009) Standard Specification for Portland Cement

ASTM C 206 (2003; R 2009) Standard Specification for Finishing Hydrated

Lime

ASTM C 207 (2006) Standard Specification for Hydrated Lime for Masonry Purposes

ASTM C 241/C 241M (2009) Standard Specification for Abrasion Resistance of

Stone Subjected to Foot Traffic

ASTM C 33/C 33M (2008) Standard Specification for Concrete Aggregates

ASTM C 373 (1988; R 2006) Water Absorption, Bulk Density, Apparent Porosity, and Apparent Specific Gravity of Fired Whiteware Products

ASTM C 482 (2002; R 2009) Bond Strength of Ceramic Tile to Portland

Cement

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ASTM C 501 (1984; R 2009) Relative Resistance to Wear of Unglazed Ceramic Tile by the Taber Abraser

ASTM C 648 (2004; R 2009) Breaking Strength of Ceramic Tile

ASTM C 847 (2010a) Standard Specification for Metal Lath

ASTM D 2103 (2010) Standard Specification for Polyethylene Film and

Sheeting

ASTM D 226/D 226M (2009) Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing

ASTM D 4068 (2009) Chlorinated Polyethylene Sheeting for Concealed

Water-Containment Membrane

ASTM E 2129 (2005) Standard Practice for Data Collection for Sustainability Assessment of Building Products

ASTM F 446 (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 (2000) Commercial Adhesives

GREENGUARD ENVIRONMENTAL INSTITUTE (GEI)

GEI Greenguard Standards for Low Emitting Products

MARBLE INSTITUTE OF AMERICA (MIA)

MIA Design Manual (2003) Dimension Stone Design Manual

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 99 (2005; TIA 05-1; TIA 05-2; TIA 05-3; Errata 05-1) Standard for Health Care Facilities

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS Scientific Certification Systems (SCS)Indoor Advantage

SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)

SCAQMD Rule 1168 (1989; R 2005) Adhesive and Sealant Applications

TILE COUNCIL OF NORTH AMERICA (TCNA)

TCA Hdbk (2007) Handbook for Ceramic Tile Installation

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U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities

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.

1.3 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Detail Drawings

SD-03 Product Data

Setting Bed Mortar Grout Adhesives

SD-04 Samples

Tile Accessories Marble Thresholds Grout

1.4 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 points and location of all equipment items such as thermostats, switch plates, mirrors and toilet accessories mounted on surface. Submit drawings showing ceramic tile pattern elevations and floor plans.

1.5 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.

1.6 ENVIRONMENTAL REQUIREMENTS

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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.

1.7 WARRANTY

Provide manufacturer's standard performance guarantees or warranties that extend beyond a 1-year period.

1.8 EXTRA MATERIALS

Supply an extra two percent of each type tile used in clean and marked cartons.

PART 2 PRODUCTS

2.1 TILE

Conform to TCA 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 C 648. Provide a maximum percent water absorption in accordance with ASTM C 373.

Provide a minimum coefficient of friction of wet and dry in accordance with ASTM C 1028. Identify floor tile as Class III-Medium Heavy Traffic, durability classification as rated by the manufacturer when tested in accordance with ASTM C 1027 for abrasion resistance as related to foot traffic. Color to be selected by contracting Officer from Manufacturer's full product range. Coordinate the color with Section 09 06 90 COLOR SCHEDULE. Tile may contain post-consumer or post-industrial recycled content. Submit manufacturer's catalog data and preprinted installation and cleaning instructions plus a master grade certificate for tile.

2.1.1 Mosaic Tile

Furnish ceramic mosaic tile and trim 50 by 50 mm( 2 by 2 inch). Coordinate color with Section 09 06

90 COLOR SCHEDULE.

2.1.5 Glazed Wall Tile

Provide glazed wall tile with cushioned edges and trim edged with lead-free bright finish. Provide tile 106 by 106 mm( 4-1/4 by 4-1/4 inch). Coordinate color with Section 09 06 90 COLOR SCHEDULE.

2.2 SETTING-BED

Compose the setting-bed of the following materials:

2.2.1 Aggregate for Concrete Fill

Conform to ASTM C 33/C 33M 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 C 150/C 150M for cement, Type I, white for wall mortar and gray for other uses.

2.2.3 Sand

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Conform to ASTM C 144 for sand.

2.2.4 Hydrated Lime

Conform to ASTM C 206 for hydrated lime, Type S or ASTM C 207, Type S.

2.3 WATER

Provide potable water.

2.4 MORTAR, GROUT, AND ADHESIVE

2.4.1 Dry-Set Portland Cement Mortar

TCA Hdbk.

2.4.2 Conductive Dry-Set Mortar

2.4.3 Latex-Portland Cement Mortar

2.4.4 Ceramic Tile Grout

TCA Hdbk; petroleum-free and plastic-free

2.4.5 Organic Adhesive

TCA Hdbk, Type I. Water-resistant. Comply with applicable regulations regarding toxic and hazardous materials and as specified.

2.4.6 Epoxy Resin Grout

TCA Hdbk. Prohibited unless specifically indicated otherwise.

2.4.7 Furan Resin Grout

TCA Hdbk Prohibited unless specifically indicated otherwise.

2.4.8 Sealants

Comply with applicable regulations regarding toxic and hazardous materials and as specified.

2.4.9 Bonded Waterproof Membrane

0.008 inch (0.2 mm) thick, polyethylene membrane, with polypropylene fleece laminated on both sides, which meet or exceed the requirements of the “American National Standard Institute specifications for load bearing, bonded, waterproof membranes for thin-set ceramic tile and dimension stone installation A118.10,” and is evaluated by ICC-ES (see Report No. ESR-2467).

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2.5 MARBLE THRESHOLDS

Provide marble thresholds of size required by drawings or conditions. Categorize marble Group A as classified by MIA Design Manual. Provide a fine sand-rubbed finish marble with white, pink or gray in color as approved by the Contracting Officer. Provide minimum 12.0 marble abrasion when tested in accordance with ASTM C 241/C 241M.

2.6 MEMBRANE MATERIALS

Conform to ASTM D 226/D 226M, Type 1 for 33 kg( 15 pound) waterproofing membrane, asphalt-saturated building felt. Conform to [ASTM D 2103] [ASTM D 4068] 0.0102( 4 mil) for polyethylene film.

PART 3 EXECUTION

3.1 PREPARATORY WORK AND WORKMANSHIP

Inspect surface to receive tile in conformance to the requirements of TCA 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 3.0 mm in 3 meter Organic Adhesives 3 mm in 2.4 meter 1.5 mm in 1 meter Latex Portland Cement Mortar 3 mm in 2.4 meter 3.0 mm in 3 meter Epoxy 3 mm in 2.4 meter 3.0 mm in 3 meter

TYPE WALLS FLOORS

Dry-Set Mortar 1/8 inch in 8 ft. 1/8 inch in 10 ft.

Organic Adhesives 1/8 inch in 8 ft. 1/16 inch in 3 ft.

Latex Portland Cement Mortar 1/8 inch in 8 ft. 1/8 inch in 10 ft.

Epoxy 1/8 inch in 8 ft. 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 INSTALLATION OF WALL TILE

Install wall tile in accordance with the TCA Hdbk, method W247-07.

3.3.2 Dry-Set Mortar and Latex-Portland Cement Mortar

Use Latex-Portland Cement to install tile in accordance with TCA Hdbk. Use Latex Portland Cement when installing porcelain ceramic tile.

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3.3.3 Organic Adhesive

Conform to TCA Hdbk for the organic adhesive installation of ceramic tile.

3.4 INSTALLATION OF FLOOR TILE

Install floor tile in accordance with TCA Hdbk method F122.07. Install shower receptors in accordance with TCA Hdbk method B431.07.

3.4.2 Dry-Set and Latex-Portland Cement

Use Latex-Portland cement mortar to install tile directly over properly cured, plane, clean concrete slabs in accordance with TCA Hdbk. Use Latex Portland cement when installing porcelain ceramic tile.

3.4.4 Ceramic Tile Grout

Prepare and install ceramic tile grout in accordance with TCA Hdbk.

3.4.5 Waterproofing

Shower pans are specified in Section 22 00 00 PLUMBING, GENERAL PURPOSE.

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 TCA Hdbk method.

3.5 INSTALLATION OF MARBLE THRESHOLDS

Install thresholds where indicated, in a manner similar to that of the ceramic tile floor. Provide thresholds full width of the opening. Install head joints at ends not exceeding 6 mm( 1/4 inch) in width and grouted full.

3.6 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.

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3.7 WASTE MANAGEMENT

Separate waste, including metal and cardboard, in accordance with the Waste Management Plan.

Place materials defined as hazardous or toxic waste, including used sealant and adhesive tubes and containers, in designated containers and areas. Close and seal tightly partly used sealant and adhesive containers and store in protected, well-ventilated, fire-safe area at moderate temperature.

Place materials defined as hazardous or toxic waste, including used sealant and adhesive tubes and containers, in designated containers and areas and dispose of properly. Set aside and protect half-tile and larger offcuts and remainders for reuse. Crush broken tile, offcuts smaller than a half tile, and excess mortar and grout for use as mosaic, sub-base, or fill. Identify manufacturer's policy for collection or return of construction scrap, unused material, demolition scrap, and packaging material.

Institute recycling to take advantage of manufacturer's programs. When such a service is not available, seek local recyclers to reclaim the materials.

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