Stone – May 2018 – Installation – General Information
an excerpt from the Dimension Stone Design Manual
The Natural Stone Institute maintains a Natural Stone Resource library for Architects, Designers and Contractors at this site: https://bit.ly/2Fxo4mB. There are 274 documents that represent a wealth of information and wisdom to those who work with stone – 101 documents alone that deal with some aspect of stone installation.
This document, Installation-General Information, is derived from an excerpt from the Dimension Stone Design Manual, Version VIII (May 2016). The included section below references materials and methods for setting a range of natural stone.
3.0 RELATED MATERIALS
3.1 Setting Bed Mortars
3.1.1 Portland Cement Mortar (Thick Bed)
184.108.40.206 Portland cement mortar is a mixture of portland cement and sand, roughly in proportions of 1:3 for floors, and of portland cement, sand, and lime in proportions of 1:5:½ to 1:7:1 for walls.
220.127.116.11 Installation Methods. Portland cement mortar is suitable for most surfaces and ordinary types of installation. The thick bed, 3/8” to 1-1/2” on walls and nominally 1-1/4” on floors, facilitates accurate slopes or planes in the finished work. There are two equivalent methods recognized for installing stone tile with a portland cement mortar bed on walls, ceilings, and floors:
18.104.22.168.1 The method (ANSI A108.1A) that requires that the stone be set on a mortar bed that is still plastic.
22.214.171.124.2 The method (ANSI A108.1B) that requires the stone to be thin set on a cured mortar bed with dry set or latex portland cement mortar or a two-part, 100% solids epoxy.
126.96.36.199 Suitable Backings Portland cement mortars can be reinforced with metal lath or mesh, backed with membranes, and applied on metal lath over open studding on walls or on rough floors. They are structurally strong, not affected by prolonged contact with water, and can be used to plumb and square surfaces installed by others. Suitable backings, when properly prepared, are brick or concrete masonry unit, concrete, wood or steel stud frame, rough wood floors, plywood floors, foam insulation board, gypsum board, and gypsum plaster. The one coat method may be used over masonry, plaster, or other solid backing that provides firm anchorage for metal lath.
188.8.131.52 Installation and Material Specifications. Complete installation and material specifications are contained in ANSI A108.1 for installation when bed is still plastic, and for cured float bed and thin set applications.
3.1.2 Thin-Set Mortar [Thin Bed (ANSI A118.1)]
184.108.40.206 Thin-set mortar is a mixture of portland cement with sand and additives providing water retention, and is used as a bond coat for setting stone.
220.127.116.11 Installation Methods. Thin-set mortar is suitable for use over a variety of surfaces. The stone should be properly tamped in place into the mortar, which will be one layer as thin as 3/32” after tamping. Thin set mortar has excellent water and impact resistance, can be cleaned with water, is nonflammable and good for exterior work.
18.104.22.168 Thin-set mortar is available as a factory-sanded mortar to which only water need be added. Cured thin set mortar is not affected by prolonged contact with water, but does not form a water barrier. It is not intended to be used in trueing or leveling the substrate surfaces as tile is being installed.
22.214.171.124 Suitable backings. When properly prepared and in sound structural condition, suitable backings include plumb and true masonry, concrete, gypsum board, cementitious backer units, terrazzo, cured portland cement mortar beds, brick, ceramic tile, and dimension stone. Existing control joints including divider strips shall be maintained. Polished, glossy, honed, or smooth backup surfaces shall be roughened by sanding or scarifying. See ANSI A108.01 General Requirements: Subsurfaces and Preparations by Other Trades.
126.96.36.199 Installation and Material Specifications. Complete installation and material specifications are contained in ANSI A108.5 and A118.1.
3.1.3 Latex-Portland Cement Mortar [Thin Bed(ANSI A118.4)]
188.8.131.52 Latex-Portland cement mortar is a mixture of portland cement, sand, and special latex additives which is used as a bond coat for setting stone tile.
184.108.40.206 Installation Methods. The uses of latex-portland cement mortar are similar to those of thin-set mortar. It is less rigid than portland cement mortar.
220.127.116.11 When latex-portland cement mortar is used to install stone in a wet area that may not thoroughly dry out in use (e.g., swimming pools and gang showers, etc.), it is recommended that the complete installation be allowed to dry out thoroughly (cure) before exposure to water. Consult the thin-set manufacturer for curing instructions. Latexes vary considerably, and the directions of the latex Manufacturer must be followed explicitly.
18.104.22.168 Suitable backings (See 22.214.171.124 above).
126.96.36.199 Installation and Material Specifications. Complete installation specifications and material specifications are contained in ANSI A108.5 and ANSI A118.4.
3.1.4 Epoxy Mortar (ANSI A118.3)
188.8.131.52 This is a thin bed mortar system employing epoxy resin and epoxy hardener portions. A two-part, 100% solid epoxy is to be used as the setting bed for green colored marbles, serpentine stones susceptible to warping and for any fiberglass mesh-backed tiles.
184.108.40.206 Suitable Backings . Acceptable substrates, when properly prepared and structurally sound, include concrete, APA rated Exposure 1 underlayment grade plywood* , steel plate, and ceramic tile.
Application is made in one thin layer. Pot life, adhesion, water cleanability before cure, and chemical resistance vary with manufacturer.
220.127.116.11 Installation and Material Specifications. Complete installation and material specifications are contained in ANSI A108.6 and ANSI A118.3.
3.1.5 Limestone Setting Mortar. Cement used with limestone shall be white portland cement, ASTM C150, or white masonry cement, ASTM C91. Nonstaining cement shall contain not more than 0.03% of water-soluble alkali when determined in accordance with procedure 15, calculation 16 of ASTM C91 or Federal Specification SS-C181C. However, if a large amount of normal cement has been used in the backup material, and if an effective water barrier has not been provided between the stone and the backup, the use of nonstaining cement may not prevent all discoloration.
Discoloration will disappear as the stone dries. The Indiana Limestone Institute recommends a 1:1:6 (portland:lime:sand) or Type N mortar be used with Indiana Limestone. At the present time, there are few masonry cement mortars produced labeled “nonstaining.”
3.1.6 Setting Bed. White portland cement with low alkali content is required for all light colored stone varieties.
3.2 Grouts Between Stones
3.2.1 Commercial Portland Cement Grout (“Unsanded Grout”)
18.104.22.168 Commercial portland cement grout is a mixture of portland cement and other ingredients, producing a water-resistant, dense, uniformly colored material. There are two types: white and gray. Damp curing is advantageous for both wall and floor types.
3.2.2 Sand-Portland Cement Grout (“Sanded Grout”)
22.214.171.124 Sand-portland cement grout is an on the job mixture of one of the following proportions: one part portland cement to one part clean, fine-graded sand (ASTM C144) used for joints up to 1/8” wide; 1:2 for joints up to 1/2” wide; and 1:3 for joints over 1/2” wide. Up to 1/5 part lime may be added. Damp curing is necessary. Sand-portland cement grout should be applied with caution over softer varieties of stone with honed or polished finishes because it may scratch the stone surface.
3.2.3 Polymer Modified Portland Cement Grout (ANSI A118.7)
126.96.36.199 Polymer modified portland cement grout is a mixture of any of the preceding grouts with polymer admixtures. The common polymer types are latex and acrylic. This grout is suitable for all installations subject to ordinary use and for most commercial installations. The use of polymer additives in portland cement grout increases the flexibility of the grout and reduces the permeability. Consult the grout and polymer manufacturers for specific instructions. It is less absorptive than regular cement grout.
3.2.4 Colored Grouts
188.8.131.52 Many manufacturers offer grouting materials in colors. Architects and Designers find them pleasing for aesthetic reasons. Since some stones are more porous than others, test to determine the stability of the relationship between the colored joint filler and the stone before proceeding. Make certain pigments contained in the colored grout do not stain the stone.
3.3 Sand. Sand should comply with ASTM C144.
3.4 Water. Mixing water must be potable quality.
3.5 Stone Sealants, Backing Rods, and Caulking
3.5.1 Building sealants are normally covered as a separate section in project specifications, and in most trade areas the installation of sealants is not in the trade jurisdiction of Marble Mechanics and Stonemasons. Grouting is almost always in the stone specification.
3.5.2 Silicone Sealants. Some grades of silicone sealants are not recommended by their manufacturers for application on high calcite content materials. Consult the Sealant Manufacturer’s technical recommendation before applying a given sealant to calcite materials.
3.5.3 Severe service areas (patios, decks, traffic surfaces) should be caulked with materials having sufficient abrasion resistance. Consult Sealant Manufacturer’s technical recommendations for sealants in these areas.
3.5.4 Oil based organic sealants should not be used in conjunction with natural stone products because they may stain the stone.
3.5.5 Sealing the Face of the Stone. Nothing in this section is intended to imply that actual sealing of the faces of the stones is a recommended practice. If any sealer coating is specified for any natural stone material, advice should be sought in detail from qualified Stone Suppliers or Installers (See Ch. 3, pg. 3-5, section 5.10).
3.5.6 Joint Filler. An important feature in the determination of the joint sealant is the selection of the joint filler. The joint filler, or backing rod, performs three functions:
184.108.40.206 Controls both the depth and shape of the sealant.
220.127.116.11 Provides support for the caulking sealant when it is being compressed during tooling.
18.104.22.168 Acts as a bond breaker for the sealant to prevent three sided adhesion. (Three-sided adhesion can result in failure of the sealant.)
3.5.7 Waterproof sealant is applied in joints that have backing rods inserted. The backing rods can be porous (open cell), or nonporous (closed cell), and are typically made of polyethylene or polystyrene rope.
3.5.8 Consult the Sealant, Waterproofing, and Restoration Institute guidelines for further information on proper joint sealant design, selection, and installation.
3.6 Expansion Joints
3.6.1 Design and Location. Expansion and/or movement joints are essential for the success of stone installations. Various methods require proper design and location of expansion joints as shown in “Method EJ171,” from the Tile Council of North America Installation Handbook. [Ed. note: TCNA Handbook for Ceramic, Glass and Stone Tile Installation] Because of the limitless conditions and structural systems in which stone can be installed, the Specifying Authority shall show locations and details of expansion joints on project drawings.
3.6.2 Final Design. It is not the intent of this manual to make control and expansion joint recommendations for a specific project. The Architect must specify control and expansion joints and show location and details on drawings.
3.6.3 Sealants. Where so specified, joints shall be pointed with the sealant(s) referred to in this section, after first installing the specified backup material and applying a primer if required, all in strict accordance with the printed instructions of the Sealant Manufacturer.
3.6.4 All sealants shall be tooled to ensure maximum adhesion to the contact surfaces.
3.6.5 Expansion joint sealants include silicone, urethane, and polysulfide. Generally, urethane sealants are recommended for horizontal stone surfaces because of their resistance to abrasion and penetration.
3.6.6 Silicone sealants may be used in expansion joints on both exterior and interior vertical stone surfaces. Some one part, mildew-resistant silicone sealants are formulated with fungicide for sealing interior joints in showers and around tubs, sinks, and plumbing fixtures.
3.6.7 Sealants should comply with ASTM C920.
3.7 Substrate Limitations
3.7.1 Moisture Penetration. The performance of a properly installed stone installation is dependent upon the durability and dimensional stability of the substrate to which it is bonded. The user is cautioned that certain substrate materials used in wet areas may be subject to deterioration from moisture penetration.
22.214.171.124 Wet Areas. “Wet areas” are stone surfaces that are either soaked, saturated, or subjected to moisture or liquids (usually water), e.g., gang showers, tub enclosures, showers, laundries, saunas, steam rooms, swimming pools, hot tubs, and exterior areas.
3.7.2 Self Leveling Underlayments. Gypsum-based and self-leveling underlayments are not recommended for use with stone paving, except in conjunction with an approved water-proofing/crack isolation membrane(See ANSI A118.10-118.12). If using this method, extreme caution in following the Manufacturer’s recommended procedure is required.
126.96.36.199 Installation of stone paving directly over gypsum based underlayment is not recommended.
3.8 Deflection of Surfaces
3.8.1 General Contractor Responsibility. It is the responsibility of the General Contractor to provide a rigid, code-compliant structure that is adequate to accommodate the stone and its anchorage including all associated loads and forces.
3.8.2 Cast-in-Place Concrete Floors. Design substrate for total load deflection not exceeding L/360, as measured between control or expansion joints.
3.8.3 Frame Construction. The subfloor areas over which stone tile is to be applied must be designed to have a deflection not exceeding L/720 of the span. In calculating load, the weight of the stone and setting bed must be considered.
188.8.131.52 Strongbacks, cross-bridging or other reinforcement shall be used to limit differential deflection between adjacent framing members.
3.8.4 Maximum variation of a concrete slab or subfloor shall not exceed 1/8” in 10’ from the required plane when thin set systems are applied.
3.8.5 Allowance should be made for live load and impact, as well as all dead load, including weight of stone and setting bed.
184.108.40.206 Mortar Bed Weight. For estimating purposes, mortar bed weight can be approximated as 0.75 lb. per square foot per each 1/16” of thickness.
220.127.116.11 Stone Weight. For estimating purposes, stone weight can be approximated as 1 lb. per square foot per each 1/16” of thickness.
4.1 The Dimension Stone Contractor shall furnish samples of the various dimension stones to be used. Samples shall indicate the extremes of color, veining, and marking the stone supplied to the project will have. Samples must be approved or rejected in their entirety, without stipulation.
4.2 Pending the scope of the installation and the variability of the stone product, a full-sized mockup may be required to adequately demonstrate the range of the material’s color and character.
4.3 Inspection of supplied material to evaluate compliance with approved samples shall be done at a viewing distance of not less than 6’-0” with natural lighting.
5.1 All carving called for shall be performed by skilled workmen in strict accordance with approved full-size details or models. Architectural drawings will show approximate depth and relief of carving. Carving shall be left as it comes from the tool, unless otherwise specified.
6.0 FIELD REPAIR
6.1 During the progress of construction, changes are often necessary to accommodate other trade and design revisions. These changes may require job site cutting and some finishing of stone, and this can be executed satisfactorily by qualified mechanics.
6.2 Repair or patching is sometimes necessary due to damage of material either on-site or in transit. By allowing these repairs to be made on-site, progress of the job can be maintained, thus aiding the successful completion of the work. Repairs should not detract from the desired appearance or strength of the completed installation.
7.0 STONE TILE INSTALLATION REFERENCES. The Natural Stone Institute has participated in the Tile Council of North America’s (TCNA) development of the Handbook for Ceramic, Glass, and Stone Installation. This document is reprinted every year, although the handbook committee meets only biennially, so substantial revisions are likely to appear only biennially. This handbook includes a section dedicated to the installation of stone tile products. The details are not duplicated in the Natural Stone Institute publications. Contact the TCNA (www.tcnatile.com) or the Natural Stone Institute’s Book Store to obtain a copy of the handbook.
This document also contains information about:
8.0 TRIPS AND TRAPS OCCURRING IN THE INSTALLATION OF NATURAL STONE, including stone tiles with fiberglass mesh backing, green colored stone, travertine voids, sealant staining, efflorescence, down washed lighting, reflection, and polishing wheel marks. To view the complete document, visit https://bit.ly/2HMniEa online.
Printed with permission from the Natural Stone Institute.
*APA – The Engineered Wood Association, Voluntary Production Standard PS 1-07 Structural Plywood.