S06 - A0005 - Attachment 4 - 093013 Ceramic Tile - Add 1.pdf
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ADDENDUM #1 Louisville VAMC – Replace SPS Air Handler Project #: 603-20-201
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CERAMIC/PORCELAIN TILING
SECTION 09 30 13
CERAMIC/PORCELAIN TILING
PART 1 - GENERAL
1.1 DESCRIPTION
A. This section specifies interior ceramic and tile backer board.
1.2 RELATED WORK
A. Section 01 81 13, SUSTAINABLE CONSTRUCTION REQUIREMENTS: Sustainable Design
Requirements.
1.3 SUBMITTALS
A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND
SAMPLES.
B. Sustainable Design Submittals as described below:
1. Volatile organic compounds per volume as specified in PART 2 - PRODUCTS.
C. Samples:
1. Base tile, each type, each color, each size.
2. Wall tile, size and pattern.
3. Trim shapes, bullnose cap and cove including bullnose cap and base pieces at internal and external corners of vertical surfaces, each type, color, and size.
D. Product Data:
1. Ceramic marked to show each type, size, and shape required.
2. Cementitious backer unit.
3. Latex-portland cement mortar and grout.
E. Certification:
1. Master grade certificate, ANSI A137.1.
2. Manufacturer's certificates indicating that the following materials comply with specification requirements:
a. Modified epoxy emulsion.
b. Cementitious backer unit.
c. Latex-portland cement mortar and grout.
d. Factory back mounted tile documentation for suitability for application in wet area.
F. Installer Qualifications:
1. Submit letter stating installer’s experience.
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1.4 DELIVERY AND STORAGE
A. Deliver materials in containers with labels legible and intact and grade-seals unbroken.
B. Store material to prevent damage or contamination.
1.5 QUALITY ASSURANCE
A. Installers to be from a company specializing in performing installation of products specified and have a minimum of three (3) years’ experience.
B. Each type and color of tile to be provided from a single source.
C. Each type and color of mortar, adhesive, and grout to be provided from the same source.
1.6 WARRANTY
A. Construction Warranty: Comply with FAR clause 52.246-21, “Warranty of Construction”.
1.7 APPLICABLE PUBLICATIONS
A. Publications listed below form a part of this specification to the extent referenced. Publications are referenced in text by basic designation only.
B. American National Standards Institute (ANSI):
A10.20-06(R2016) ..................... Safe Operating Practices for Tile, Terrazzo and Marble
WorkA108/A118/A136.1:2019 Installation of Ceramic Tile
A108.01-18 ................................ Subsurfaces and Preparations by Other Trades
A108.02-19 ................................ Materials, Environmental, and Workmanship
A108.1A-17 ............................... Installation of Ceramic Tile in the Wet-Set Method with Portland
Cement Mortar
A108.1B-17 ................................ Installation of Ceramic Tile on a Cured Portland Cement Mortar
Setting Bed with Dry-Set or Latex-Portland Cement Mortar
A108.1C-17 ................................ Contractors 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
A108.4-09 .................................. Ceramic Tile with Organic Adhesives or Water Cleanable Tile-
Setting Epoxy Adhesive
A108.5-10 ................................. Ceramic Tile with Dry-Set Portland Cement Mortar or Latex-
Portland Cement Mortar
A108.6-10 .................................. Ceramic Tile with Chemical Resistant, Water Cleanable Tile-
Setting and -Grouting Epoxy
A108.8-10 .................................. Ceramic Tile with Chemical Resistant Furan Resin Mortar and
Grout
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CERAMIC/PORCELAIN TILING
A108.9-10 .................................. Ceramic Tile with Modified Epoxy Emulsion Mortar/Grout
A108.10-17 ................................ Grout in Tilework
A108.11-18 ................................ Interior Installation of Cementitious Backer Units
A108.12-10 ................................ Installation of Ceramic Tile with EGP (Exterior Glue Plywood)
Latex-Portland Cement Mortar
A108.13-16 ................................ Load Bearing, Bonded, Waterproof Membranes for Thin-Set
Ceramic Tile and Dimension Stone
A108.14-10 ................................ Paper-Faced Glass Mosaic Tile
A108.15-19 ................................ Alternate Method: Paper-Faced Glass Mosaic Tile
A108.17-16 ................................ Crack Isolation Membranes for Thin-Set Ceramic Tile and
Dimension Stone
A118.1-19 .................................. Dry-Set Portland Cement Mortar
A118.3-13 .................................. Chemical Resistant, Water Cleanable Tile-Setting and –Grouting
Epoxy and Water Cleanable Tile-Setting Epoxy Adhesive
A118.4-19 .................................. Modified Dry-Set Cement Mortar
A118.5-16 .................................. Chemical Resistant Furan Mortars and Grouts
A118.6-19 .................................. Standard Cement Grouts for Tile Installation
A118.7-1 .................................... High Performance Cement Grouts for Tile Installation
A118.8-16 .................................. Modified Epoxy Emulsion Mortar/ Grout
A118.9-19 .................................. Cementitious Backer Units
A118.10-14 ................................ Load Bearing, Bonded, Waterproof Membranes for Thin-Set
Ceramic Tile and Dimension Stone Installation
A118.11-17 ................................ EGP (Exterior Glue Plywood) Modified Dry-set Mortar
A118.12-14 ................................ Crack Isolation Membranes for Thin-Set Ceramic Tile and
Dimension Stone Installation
A118.13-14 ................................ Bonded Sound Reduction Membranes for Thin-Set Ceramic Tile
Installation
A118.15-19 ................................ Improved Modified Dry-Set Cement Mortar
A136.1-13 .................................. Organic Adhesives for Installation of Ceramic Tile
A137.1-17 .................................. American National Standard Specifications for Ceramic Tile
C. ASTM International (ASTM):
A666-15 ..................................... Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate and Flat Bar
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A1064/A1064M-18a .................. Carbon-Steel Wire and Welded Wire Reinforcement, Plain and
Deformed, for Concrete
C109/C109M-20b ...................... Standard Test Method for Compressive Strength of Hydraulic
Cement Mortars (Using 2 inch. or [50-mm] Cube Specimens)
C241/C241M-15e1 .................... Abrasion Resistance of Stone Subjected to Foot Traffic
C348-20 ..................................... Standard Test Method for Flexural Strength of Hydraulic-
Cement Mortars
C954-18 ..................................... Steel Drill Screws for the Application of Gypsum Board on
Metal Plaster Base to Steel Studs from 0.033 in (0.84 mm) to
0.112 in (2.84 mm) in thickness
C979/C979M-16 ........................ Pigments for Integrally Colored Concrete
C1002-18 ................................... Steel Self-Piercing Tapping Screws for the Application of Panel
Products
C1027-19 ................................... Test Method for Determining Visible Abrasion Resistance of
Glazed Ceramic Tile
C1127/C1127M-15 .................... Standard Guide for Use of High Solids Content, Cold Liquid-
Applied Elastomeric Waterproofing Membrane with an Integral
Wearing Surface
C1178/C1178M-18 .................... Standard Specification for Coated Glass Mat Water-Resistant
Gypsum Backing Panel
C1325-19 ................................... Non-Asbestos Fiber-Mat Reinforced Cementitious Backer Units
C1353/C1353M-20e1 ................ Abrasion Resistance of Dimension Stone Subjected to Foot
Traffic Using a Rotary Platform, Double-Head Abraser
D1204-14(2020) ......................... Test Method for Linear Dimensional Changes of Nonrigid
Thermoplastic Sheeting or Film at Elevated Temperature
D2240-15e1 ............................... Test Method for Rubber Property – Durometer Hardness
D2497-07(2018) ......................... Tolerances for Manufactured Organic-Base Filament Single
Yarns
D3045-2018 ............................... Heat Aging of Plastics Without Load
D4397-16 ................................... Standard Specification for Polyethylene Sheeting for
Construction, Industrial and Agricultural Applications
D5109-12(Withdrawn2020) ....... Standard Test Methods for Copper-Clad Thermosetting
Laminates for Printed Wiring Boards (recommend deletion)
D. Code of Federal Regulation (CFR):
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CERAMIC/PORCELAIN TILING
40 CFR 59 .................................. Determination of Volatile Matter Content, Water Content, Density Volume Solids, and Weight Solids of Surface Coating
E. Marble Institute of America (MIA)/ Building Stone Institute (BSI): Dimension Stone Design
Manual VIII-2016
F. Tile Council of North America, Inc. (TCNA):
Handbook for Ceramic Tile Installation (2020)G. TCNA DCOF AcuTest-2012,Dynamic
Coefficient of Friction Test
PART 2 - PRODUCTS
2.1 TILE
A. Product: 4” x 4” white glazed tile to match existing wall tile in project area.
B. Comply with ANSI A137.1, Standard Grade, except as modified:
1. Inspection procedures listed under the Appendix of ANSI A137.1.
2. Abrasion Resistance Classification:
a. Tested in accordance with values listed in Table 1, ASTM C1027.
b. Class IV, 6000 revolutions.
3. Factory-Applied Temporary Protective Coating:
a. Protect exposed face surfaces (top surface) of tile against adherence of mortar and grout by pre-coating with a continuous film of hot applied petroleum paraffin wax.
b. Do not coat unexposed tile surfaces.
c. Pre-wax tiles set or grouted with latex modified mortars.
C. Glazed Wall Tile: Cushion edges, glazing.
D. Trim Shapes:
1. Conform to applicable requirements of adjoining floor and wall tile.
2. Use trim shapes sizes conforming to size of adjoining field wall tile including existing spaces unless detailed on construction documents or specified otherwise.
3. Internal and External Corners:
a. Square internal and external corner joints are not acceptable.
b. External corners including edges: Use bullnose shapes.
c. Internal corners: Use cove shapes.
d. Base to floor internal corners: Use special shapes providing integral cove vertical and horizontal joint.
e. Base to floor external corners: Use special shapes providing bullnose vertical edge with integral cove horizontal joint. Use stop at bottom of openings having bullnose return to wall.
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f. Wall top edge internal corners: Use special shapes providing integral cove vertical joint with bullnose top edge.
g. Wall top edge external corners: Use special shapes providing bullnose vertical and horizontal joint edge.
h. Provide cove and bullnose shapes where indicated in construction documents or required to complete tile work.
2.2 BACKER UNITS
A. Cementitious Backer Units:
1. Use in showers or wet areas.
2. Conform to ASTM C1325; Type A.
3. Use in maximum lengths available to minimize end to end butt joints.
2.3 JOINT MATERIALS FOR CEMENTITIOUS BACKER UNITS
A. Reinforcing Tape: Vinyl coated woven glass fiber mesh tape, open weave, 50 mm (2 inches) wide. Tape with pressure sensitive adhesive backing will not be permitted.
B. Tape Embedding Material: Latex-portland cement mortar complying with ANSI A108.01.
C. Joint material, including reinforcing tape, and tape embedding material, are to be as specifically recommended by the backer unit manufacturer.
2.4 FASTENERS
A. Screws for Cementitious Backer Units.
1. Standard screws for gypsum board are not acceptable.
2. Minimum 11 mm (7/16 inch) diameter head, corrosion resistant coated, with washers.
3. ASTM C954 for steel 1 mm (0.033 inch) thick.
4. ASTM C1002 for steel framing less than 0.0329 inch thick.
B. Washers: Galvanized steel, 13 mm (1/2 inch) minimum diameter.
2.5 SETTING MATERIALS OR BOND COATS
A. Conform to TCNA Handbook for Ceramic Tile Installation.
B. Latex-Portland Cement Mortar: ANSI A118.4.
1. For wall applications, provide non-sagging, latex-portland cement mortar complying with
ANSI A118.4.
2.6 GROUTING MATERIALS
A. Coloring Pigments:
1. Pure mineral pigments, lime proof and nonfading, complying with ASTM C979/C979M.
2. Coloring pigments may only be added to grout by the manufacturer.
3. Job colored grout is not acceptable.
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4. Use is required in Commercial Portland Cement Grout, Dry-Set Grout, and Latex-Portland
Cement Grout.
B. Sand-Portland Cement Grout: ANSI A108.10, consisting of white or gray cement and white or colored aggregate as required to produce color indicated.
C. Water-Cleanable Epoxy Grout: ANSI A118.3, with a VOC content of 65 g/L or less when calculated according to 40 CFR 59 (EPA Method 24).
1. Provide product capable of withstanding continuous and intermittent exposure to temperatures of up to 60 and 100 degrees C (140 and 212 degrees F), respectively, and certified by manufacturer for intended use.
2.7 WATER
A. Clean, potable and free from salts and other injurious elements to mortar and grout materials.
2.8 CLEANING COMPOUNDS
A. Specifically designed for cleaning masonry and concrete and which will not prevent bond of subsequent tile setting materials including patching and leveling compounds and elastomeric waterproofing membrane and coat.
B. Materials containing acid or caustic Material are not acceptable.
PART 3 - EXECUTION
3.1 ENVIRONMENTAL REQUIREMENTS
A. Maintain ambient temperature of work areas at not less than 16 degrees C (60 degrees F), without interruption, for not less than 24 hours before installation and not less than three (3) days after installation.
B. Maintain higher temperatures for a longer period of time where required by manufacturer's recommendation and ANSI Specifications for installation.
C. Do not install tile when the temperature is above 38 degrees C (100 degrees F).
D. Do not install materials when the temperature of the substrate is below 16 degrees C (60 degrees
F).
E. Do not allow temperature to fall below 10 degrees C (50 degrees F) after third day of completion of tile work.
3.2 ALLOWABLE TOLERANCE
A. Variation in Plane of Wall Surfaces:
1. Not more than 6 mm in 2438 mm (1/4 inch in 8 feet) from required plane where portland cement mortar setting bed is used.
2. Not more than 3 mm in 2438 mm (1/8 inch in 8 feet) where dry-set or latex-portland cement mortar or organic adhesive setting materials is used.
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CERAMIC/PORCELAIN TILING
3.3 SURFACE PREPARATION
A. Cleaning New Concrete or Masonry:
1. Chip out loose material, clean off all oil, grease dirt, adhesives, curing compounds, and other deterrents to bonding by mechanical method, or by using products specifically designed for cleaning concrete and masonry.
2. Use self-contained power blast cleaning systems to remove curing compounds and steel trowel finish from concrete slabs where ceramic tile will be installed directly on concrete surface with thin-set materials.
3. Steam cleaning or the use of acids and solvents for cleaning will not be permitted.
B. Patching and Leveling:
1. Mix and apply patching and leveling compound in accordance with manufacturer's instructions.
2. Apply patching and leveling compound to concrete and masonry wall surfaces that are out of required plane.
3. Apply leveling coats of material compatible with wall surface and tile setting material to wall surfaces, other than concrete and masonry that are out of required plane.
C. Walls:
1. Apply patching and leveling compound to concrete and masonry surfaces that are out of required plane.
2. Apply leveling coats of material compatible with wall surface and tile setting material to wall surfaces, other than concrete and masonry that are out of required plane.
D. Existing Walls:
1. Remove existing composition finishes and adhesive. Prepare surface by grinding, chipping, self-contained power blast cleaning or other suitable mechanical methods to completely expose uncontaminated concrete or masonry surfaces. Follow safety requirements of
ANSI A10.20.
2. Remove existing concrete fill or topping to surface. Clean and level the substrate for new setting bed.
3. Where new tile bases are required to finish flush with plaster above or where they are extensions of similar bases in conjunction with existing floor tiles, cut channel in floor slab and expose rough wall construction sufficiently to accommodate new tile base and setting material.
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3.4 CEMENTITIOUS BACKER UNITS
A. Remove polyethylene wrapping from cementitious backer units and separate to allow for air circulation. Allow moisture content of backer units to dry down to a maximum of 35 percent before applying joint treatment and tile.
B. Install in accordance with ANSI A118.9 except as specified otherwise.
C. Install units horizontally or vertically to minimize joints with end joints over framing members.
Units with rounded edges; face rounded edge away from studs to form a “V” joint for joint treatment.
D. Secure cementitious backer units to each framing member with screws spaced not more than 203 mm (8 inches) on center and not closer than 13 mm (1/2 inch) from the edge of the backer unit or as recommended by backer unit manufacturer. Install screws so that the screw heads are flush with the surface of the backer unit.
E. Where backer unit joins shower pans or waterproofing, lap backer unit over turned up waterproof system. Install fasteners only through top one-inch of turned up waterproof systems.
F. Do not install joint treatment for seven (7) days after installation of cementitious backer unit.
G. Joint Treatment:
1. Fill horizontal and vertical joints and corners with latex-portland cement mortar. Apply fiberglass tape over joints and corners and embed with same mortar.
2. Leave 6 mm (1/4 inch) space for sealant at lips of tubs, sinks, or other plumbing receptors.
3.5 CERAMIC TILE – GENERAL
A. Comply with ANSI A108/A118/A136 series of tile installation standards applicable to methods of installation and TCNA Installation Guidelines.
B. Workmanship:
1. Lay out tile work so that no tile less than one-half full size is used. Make all cuts on the outer edge of the field. Align new tile work scheduled for existing spaces to the existing tile work unless specified otherwise.
2. Set tile firmly in place with finish surfaces in true planes. Align tile flush with adjacent tile unless shown otherwise on construction documents.
3. Form intersections and returns accurately.
4. Cut and drill tile neatly without marring surface.
5. Cut edges of tile abutting penetrations, finish, or built-in items:
a. Fit tile closely around electrical outlets, piping, fixtures and fittings, so that plates, escutcheons, collars and flanges will overlap cut edge of tile.
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CERAMIC/PORCELAIN TILING
b. Seal tile joints water tight as specified in Section 07 92 00, JOINT SEALANTS, around electrical outlets, piping fixtures and fittings before cover plates and escutcheons are set in place.
6. Completed work is to be free from hollow sounding areas and loose, cracked or defective tile.
7. Remove and reset tiles that are out of plane or misaligned.
8. Walls:
a. Cover walls and partitions, including pilasters, furred areas, and freestanding columns from floor to ceiling, or from floor to nominal wainscot heights as indicated in construction documents with tile.
b. Finish reveals of openings with tile, except where other finish materials are indicated in construction documents.
c. Finish wall surfaces behind and at sides of casework and equipment, except those units mounted in wall recesses, with same tile as scheduled for room proper.
9. Joints:
a. Keep all joints in line, straight, level, perpendicular and of even width unless shown otherwise on construction documents.
b. Make joints 2 mm (1/16 inch) wide for glazed wall tile and mosaic tile work.
c. Make joints in quarry tile work not less than 6 mm (1/4 inch) nor more than 9 mm (3/8 inch) wide. Finish joints flush with surface of tile.
d. Make joints in paver tile, porcelain type; maximum 3 mm (1/8 inch) wide.
3.6 PORCELAIN TILE INSTALLED WITH LATEX PORTLAND CEMENT BONDING
MORTAR
A. Due to the denseness of porcelain tile use latex portland cement bonding mortar that meets the requirements of ANSI A108.01. Mix bonding mortars in accordance with manufacturer’s instructions. Provide liquid ratios and comply with dwell times during the placement of bonding mortar and tile.
3.7 GROUTING
A. Grout Type and Location:
1. Grout for glazed wall and base tile, latex-portland cement grout, dry-set grout, or commercial portland cement grout.
B. Workmanship:
1. Install and cure grout in accordance with the applicable standard.
2. Water-Cleanable Epoxy Grout: ANSI A118.3.
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3.8 MOVEMENT JOINTS
A. Prepare tile expansion, isolation, construction and contraction joints for installation of sealant.
Refer to Section 07 92 00, JOINT SEALANTS.
B. TCNA details EJ 171-14.
C. At expansion joints, rake out joint full depth of tile and setting bed and mortar bed. Do not cut waterproof or isolation membrane.
D. Rake out grout at joints between tile, at toe of base, and where indicated in construction documents not less than 6 mm (1/4 inch) deep.
3.9 CLEANING:
A. Thoroughly sponge and wash tile. Polish glazed surfaces with clean dry cloths.
B. Methods and materials used are not permitted to damage or impair appearance of tile surfaces.
C. The use of acid or acid cleaners on glazed tile surfaces is prohibited.
D. Clean tile grouted as recommended by the manufacturer of the grout and bond coat.
3.10 PROTECTION
A. Protect per manufacturer’s requirements. Clean tile of any tape, adhesive and stains.
- - - E N D - - -
| SECTION 09 30 13 CERAMIC/PORCELAIN TILING |
| PART 1 - GENERAL |
| 1.1 DESCRIPTION |
| 1.2 RELATED WORK |
| A. Section 07 92 00, JOINT SEALANTS: Sealing of Joints. |
| A. Section 07 95 13, EXPANSION JOINT COVER ASSEMBLIES: Preformed expansion joints in tile flooring. |
| A. Section 09 06 00, SCHEDULE FOR FINISHES: Color, Texture, Pattern, and Size of Field Tile and Trim Shapes, and Color of Grout Specified. |
| A. Section 09 23 00, GYPSUM PLASTERING: Metal and Gypsum Lathing and Gypsum Plaster: Lathing and Portland. |
| A. Section 09 24 00, PORTLAND CEMENT PLASTERING: Cement Based Plaster. |
| A. Section 09 65 19, RESILIENT TILE FLOORING: Metal and Resilient Edge Strips at Joints with New Resilient Flooring. |
| A. Section 09 68 00, CARPETING: Metal and Resilient Edge Strips at Joints with Carpeting. |
| SPEC WRITER NOTE: Delete submittals for products not used. |
| 1.3 SUBMITTALS |
| 1.4 DELIVERY AND STORAGE |
| 1.7 APPLICABLE PUBLICATIONS |
| PART 1 - PRODUCTS |
| PART 1 - SPEC WRITER NOTES: |
| PART 1 - Make material requirements agree with requirements specified in the referenced Applicable Publications. Update and specify only that which applies to the project. Delete non applicable items. |
| PART 1 - Where tile is indicated for installation in swimming pools or in wet areas, do not use back or edge mounted tile assemblies unless tile manufacturer provides certificate that mounting is suitable for these installations and has a list of suc... |
| PART 1 - Specify slip resistant tile for inpatient bathrooms, tub rooms, and other wet areas. |
| PART 1 - Do not use raised profile tile to obtain slip resistance except for porcelain tile. |
| PART 1 - Do not use glazed tile for floors. |
| PART 1 - Do not edit slip resistant tile paragraph. |
| PART 2 - |
| 2.1 TILE |
| 2.2 BACKER UNITS |
| 1.1 //Glass Mat Water Resistant Backing Board: |
| 1.1 Use in showers or wet areas. |
| 1.1 Conform to ASTM C1178/C1178M. |
| 1.1 Use in maximum lengths available to minimize end to end butt joints. // |
| 2.3 JOINT MATERIALS FOR CEMENTITIOUS BACKER UNITS |
| 2.4 FASTENERS |
| 2.5 SETTING MATERIALS OR BOND COATS |
| 1.1 Prepackaged Dry-Mortar Mix: Factory-prepared mixture of portland cement; dry, redispersible, ethylene vinyl acetate additive; and other ingredients to which only water needs to be added at Project site. |
| 1.1 Dry-Set Portland Cement Mortar: ANSI A118.1. For wall applications, provide non-sagging, latex-portland cement mortar complying with ANSI A118.1. |
| 1.1 Organic Adhesives: ANSI A136.1, Type 1. |
| 1.1 Chemical-Resistant Bond Coat: |
| 1.1 Epoxy Resin Type: ANSI A118.3. |
| 1.1 Furan Resin Type: ANSI A118.5. |
| 1.1 SPEC WRITER NOTES: |
| 1.1 Use either elastomeric waterproofing membrane and bond coat or waterproofing isolation membrane for existing buildings when depressed structural slab does not occur and a raised floor with curb is not acceptable for handicapped. Do not use on new ... |
| 1.1 Use ANSI A118.10 for tile embedded in topcoat of urethane waterproofing. |
| 1.1 Detail termination and joints with other materials. |
| 1.1 Elastomeric waterproofing membrane and bond coat or waterproofing isolation membrane systems do not provide for slopes to drain and will follow profile of floor. |
| 1.1 |
| 1.1 Elastomeric Waterproofing Membrane and Bond Coat: |
| 1.1 TCNA F122-14 (on ground concrete) and TCNA F112A-14 (above ground concrete). |
| 1.1 ANSI A118.10. |
| 1.1 One component polyurethane, liquid applied material having the following additional physical properties: |
| 1.1 Hardness: Shore "A" between 40-60. |
| 1.1 Elongation: Between 300-600 percent. |
| 1.1 Tensile strength: Between .27 - .41 Newton per square millimeter (40-60 pounds per square inch gauge). |
| 1.1 //No volatile compounds (VOC). // |
| 1.1 Coal tar modified urethanes are not acceptable. |
| 1.1 Waterproofing Isolation Membrane: |
| 1.1 Sheet System TCNA F122-14 (on-ground concrete) and TCNA F122A-14 (above-ground concrete). |
| 1.1 Composite sheet consisting of ASTM D5109, Type II, Grade I Chlorinated Polyethylene (CM) sheet reinforced on both sides with a non-woven polyester fiber. |
| 1.1 Designed for use in wet areas as an isolation and positive waterproofing membranes for thin-set bonding of sheet to substrate and thin-set bonding of ceramic and porcelain tile or marble to sheet. Suited for both horizontal and vertical applications. |
| 1.1 Conform to the following additional physical properties: |
| 1.1 |
| 1.1 |
| 1.1 Manufacturer’s standard sheet size with prefabricated or preformed inside and outside corners. |
| 1.1 Sheet manufacturer’s solvent welding liquid or xylene and edge sealant. |
| 2.6 GROUTING MATERIALS |
| 1.1 PATCHING AND LEVELING COMPOUND |
| 1.1 Portland cement base, polymer-modified, self-leveling compound, manufactured specifically for resurfacing and leveling concrete floors. Products containing gypsum are not acceptable. |
| 1.1 Provide a patching and leveling compound with the following minimum physical properties: |
| 1.1 Compressive strength - 25 MPa (3500 psig) per ASTM C109/C109M. |
| 1.1 Flexural strength - 7 MPa (1000 psig) per ASTM C348 (28 day value). |
| 1.1 Tensile strength – 4.1 MPa (600 psi) per ANSI 118.7. |
| 1.1 Density – 1.9. |
| 1.1 Capable of being applied in layers up to 38 mm (1-1/2 inches) thick without fillers and up to 101 mm (4 inches) thick with fillers, being brought to a feather edge, and being trowelled to a smooth finish. |
| 1.1 Primers, fillers, and reinforcement as required by manufacturer for application and substrate condition. |
| 1.1 Ready for use in 48 hours after application. |
| 1.1 SPEC WRITER NOTE: Include marble when limited to items specified and no other marble is used on project. Include marble in new section on marble if other marble items occur. Do not use synthetic marble unless abrasive hardness is 10 or more. |
| 1.1 |
| 1.1 // MARBLE |
| 1.1 Soundness Classification in accordance with MIA Design Manual III Groups. |
| 1.1 //Thresholds: |
| 1.1 Group A, Minimum abrasive hardness (Ha) of 10.0 per ASTM C1353/C1353M or ASTM C241/C241M. |
| 1.1 Honed finish on exposed faces. |
| 1.1 SPEC WRITER NOTES: |
| 1.1 See MIA Design Manual for thin stock. |
| 1.1 Coordinate details for beveled edges where marble thresholds project above adjacent flooring with 19 mm (3/4 inch) minimum thickness and 6 mm (1/4 inch) minimum thickness at beveled edge. |
| 1.1 Detail joint with other materials and show on drawings where used. |
| 1.1 Detail thresholds not more than 13 mm (1/2 inch) above adjoining finished floor surfaces, with transition edges beveled on a slope of no greater than 1:2 at existing floor slabs provide 13 mm (1/2 inch) above ceramic tile surface with beveled edges. |
| 1.1 |
| 1.1 Thickness and contour as indicated in construction documents. |
| 1.1 Fabricate from one piece without holes, cracks, or open seams; full depth of wall or frame opening by full width of wall or frame opening; 19 mm (3/4-inch) minimum thickness and 6 mm (1/4-inch) minimum thickness at beveled edge. |
| 1.1 Set not more than 13 mm (1/2-inch) above adjoining finished floor surfaces, with transition edges beveled on a slope of no greater than 1:2. On existing floor slabs provide 13 mm (1/2-inch) above ceramic tile surface with bevel edge joint top flus... |
| 1.1 One piece full width of door opening. Notch thresholds to match profile of doorjambs. // |
| 1.1 //Window Stools: |
| 1.1 Group A or B. |
| 1.1 Polished finish on exposed faces. |
| 1.1 Size and thickness as indicated in construction documents. // // |
| 1.1 SPEC WRITER NOTE: Coordinate with details to show joints with other materials and show location where used. |
| 1.1 |
| 1.1 METAL DIVIDER STRIPS |
| 1.1 Terrazzo type divider strips. |
| 1.1 Heavy top type strip with 5 mm (3/16 inch) wide top and 38 mm (1 1/2 inch) long leg. Height to match tile and setting-bed thickness. |
| 1.1 Embedded leg perforated and deformed for keying to mortar. |
| 1.1 // Half-hard brass // // white zine alloy // // nickel silver // // stainless-steel, ASTM A666, 300 Series // exposed-edge material. |
| 2.7 WATER |
| 2.8 CLEANING COMPOUNDS |
| PART 1 - EXECUTION |
| PART 1 - SPEC WRITER NOTES: |
| PART 1 - Modify and edit setting bed materials to suit job conditions. |
| PART 1 - For new work set floor tile on mortar bed minimum thickness of 32 mm (1-1/4 inches), increased to provide positive slopes to drains. |
| PART 1 - Use with reinforcing over cleavage or waterproof membranes. |
| PART 1 - Tile in depressed slab areas may also be set in epoxy or furan mortar, dry-set or latex-portland cement mortar over "set-up" mortar fills. |
| PART 1 - 75 mm (3 inches) depressed floor slabs are required for floor mortar beds. |
| PART 1 - For existing areas where floors cannot be cut for depressed mortar beds and a waterproof membrane is required, consider an elastomeric bond coat over an elastomeric membrane with waterproof isolation membrane system option. |
| PART 1 - Note requirement for drying period (14 to over 60 days) for latex-portland cement mortar setting beds. Latex (except acrylic) will re-emulsify if exposed to water when not thoroughly dry. Do not use latex-portland cement in water pools. |
| PART 1 - Wall tile for wet areas such as showers and washing areas: Set tile over metal lath base with portland cement mortar scratch and leveling coats or over cementitious backer unit. Use portland cement mortar, dry-set portland cement mortar or l... |
| PART 1 - Coordinate to show on drawing, details of each different method of setting at wall, cap strip and base. Show details and extent of expansion joints, waterproofing, and location of areas to be sloped and differences in elevation of floors, to... |
| PART 1 - Clearly define, or show on drawings, where each different setting method is to be used if not clearly defined in Section 09 06 00, SCHEDULE FOR FINISHES finish schedule remarks. |
| PART 1 - For design of various systems see TCNA. |
| PART 1 - Thin-set tile can only follow slope of sub-floor or contour of walls as only a minimum amount of adjustment can be made. |
| PART 1 - Do not install building expansion joints in ceramic tile floors over water-proof membranes. |
| PART 3 - |
| 3.1 ENVIRONMENTAL REQUIREMENTS |
| 3.2 ALLOWABLE TOLERANCE |
| 1.1 SURFACE PREPARATION |
| 1.1 SPEC WRITER NOTES: |
| 1.1 Read the requirements of the "Forward, Explanation and Notes" of ANSI A108.01, A and B and the referenced ANSI specifications for the installation of ceramic tiles. |
| 1.1 Coordinate specifications and details for existing conditions. |
| 1.1 Clarify and use the term "thin set" on drawings and in the specifications. |
| 1.1 Details are required to show interface conditions and joints with other materials, especially for different conditions such as new construction and existing conditions. |
| 3.3 |
| 1.1 SPEC WRITER NOTE: See TCNA. Details for plumbing items, expansion joints, and where waterproof membranes occur. |
| 1.1 |
| 3.4 CEMENTITIOUS BACKER UNITS |
| 1.1 //GLASS MAT WATER-RESISTANT BACKING BOARD |
| 1.1 Install in accordance with manufacturer’s instructions. TCNA Systems W245-1. |
| 1.1 Treat joints with tape and latex-portland cement mortar or adhesive. // |
| 1.1 //MARBLE |
| 1.1 Secure thresholds and stools in position with minimum of two stainless steel dowels. |
| 1.1 Set in dry-set portland cement mortar or latex-portland cement mortar bond coat. |
| 1.1 Set threshold to finish 13 mm (1/2 inch) above ceramic tile floor unless shown otherwise on construction documents, with bevel edge joint top flush with adjacent floor similar to TCNA detail TR611-14. // |
| 1.1 METAL DIVIDER STRIPS |
| 1.1 Install metal divider strips in floor joints between ceramic and quarry tile floors and between tile floors and adjacent flooring of other materials where the finish floors are flush unless shown otherwise on construction documents. |
| 1.1 Set divider strip in mortar bed to line and level centered under doors or in openings. |
| 1.1 //At preformed sealant joint: Refer to Section 07 95 13, EXPANSION JOINT COVER ASSEMBLIES. |
| 1.1 Comply with recommendations in TCNA for Vertical and Horizontal Joint Design Essentials. TCNA Systems EJ 171. |
| 1.1 Locate joint in tile surfaces directly above joint in sub-floor or where indicated when used with isolation membranes to allow off-setting of joint location from sub-floor joint. |
| 1.1 Fasten full length to sub-floor using a construction adhesive. |
| 1.1 Trowel setting material with full coverage over the entire leg. |
| 1.1 Set tile up against the joint ensuring that the top edge of the joint is flush or slightly below the top of the tile. // |
| 3.5 CERAMIC TILE – GENERAL |
| 1.1 THIN SET CERAMIC AND PORCELAIN TILE INSTALLED WITH DRY-SET PORTLAND CEMENT AND LATEX-PORTLAND CEMENT MORTAR |
| 1.1 Installation of Tile: ANSI A108.1B, except as specified otherwise. |
| 1.1 Slope tile work to drains at not less than 3 mm in 305 mm (1/8 inch per foot). |
| 1.1 THIN SET CERAMIC AND PORCELAIN TILE INSTALLED WITH ORGANIC ADHESIVE |
| 1.1 Installation of Tile: ANSI A108.4. |
| 1.1 THIN SET CERAMIC AND PORCELAIN TILE INSTALLED WITH CHEMICAL-RESISTANT BOND COAT |
| 1.1 Epoxy Resin Type: Install tile in accordance with Installation of Tile with Epoxy Mortar; ANSI A108.6. |
| 1.1 Furan Resin Type: Proportion, mix and place in accordance with the manufacturer's printed instructions. Set tile in accordance with ANSI A108.8. |
| 1.1 SPEC WRITER NOTE: Use paragraph above and below only for existing slabs where depressed floor slab is not possible. |
| 1.1 |
| 1.1 CERAMIC AND PORCELAIN TILE INSTALLED WITH ELASTOMERIC BOND COAT |
| 1.1 Surface Preparation: Prepare surfaces as specified. |
| 1.1 Installation of Elastomeric Membrane: ANSI A108.10 and TCNA F122-14 (on ground concrete) and F122A-14 (above-ground concrete). |
| 1.1 Prime surfaces, where required, in accordance with manufacturer's instructions. |
| 1.1 Install first coat of membrane material in accordance with manufacturer's instructions, in thickness of 0.76 to 1.3 mm (30 to 50 mils). |
| 1.1 Extend material over flashing rings of drains and turn up vertical surfaces not less than 101 mm (4 inches) above finish floor surface. |
| 1.1 When material has set, recoat areas with a second coat of elastomeric membrane material for a total thickness of 1.3 to 1.9 mm (50 to 75 mils). |
| 1.1 After curing test for leaks with 25 mm (1 inch) of water for 24 hours. |
| 1.1 Installation of Tile in Elastomeric Membrane: |
| 1.1 Spread no more material than can be covered with tile before material starts to set. |
| 1.1 Apply tile in second coat of elastomeric membrane material in accordance with the coating manufacturer's instructions in lieu at aggregate surfacing specified in ASTM C1127. Do not install top coat over tile. |
| 3.7 GROUTING |
| 1.1 Furan and Commercial Portland Cement Grout: ANSI A118.5 and in accordance with the manufacturer's printed instructions. |
| 3.8 MOVEMENT JOINTS |
| 3.9 CLEANING: |
| 3.10 PROTECTION |
File details come from the government source that posted it. Updated .