093013 added.pdf
PDF 131 KB Posted
- Solicitation number
- 36C24921R0057
About this file
This document package includes construction specifications for a tile installation project and a pre-solicitation notice for an expansion of a VA medical center parking garage and overhead walkway.
The construction specifications provide details for the materials and installation of porcelain tile, including requirements for tile, setting materials, grouting, patching and leveling compounds, and installation procedures. Product standards and certifications are specified along with sustainable design and VOC content requirements. The pre-solicitation notice indicates the James H. Quillen VA Medical Center intends to solicit bids for a project to expand its parking garage and add an overhead walkway. The project is estimated to cost between $5-10 million and will be set aside for SDVOSB concerns. The solicitation is expected to be released on or by January 15, 2021 and will utilize LPTA source selection. Questions must be submitted in writing to the contracting officer by that date.
View the file
Other files
Show 40 more
Latest 50 of 174 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Expand Parking Garage and Add Overhead Walkway Final Construction Documents James H. Quillen VA Medical Center, Mountain Home, TN Response to Bid RFI Contract 36C249-19-C-0168, PO 621Z90002, Project 621-332
09 30 13 - 1
SECTION 09 30 13
PORCELAIN TILING
09-01-15
PART 1 - GENERAL
1.1 DESCRIPTION:
A. This section specifies interior porcelain, waterproofing membranes for thin-set applications, and crack isolation membranes.
1.2 RELATED WORK:
C. Sealing of Joints: Section 07 92 00, JOINT SEALANTS.
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. Porcelain tile, each type, color, patterns and size.
2. 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. Porcelain tile, marked to show each type, size, and shape required.
2. Chemical resistant mortar and grout (epoxy and furan).
3. Dry-set portland cement mortar and grout.
4. Leveling compound.
5. Latex-portland cement mortar and grout.
6. Commercial portland cement grout.
7. Organic adhesive.
8. Slip resistant tile.
9. Fasteners.
E. Certification:
1. Master grade certificate, ANSI A137.1.
2. Manufacturer's certificates indicating that the following materials comply with specification requirements:
a. Chemical resistant mortar and grout (epoxy and furan).
b. Modified epoxy emulsion.
c. Commercial portland cement grout.
09 30 13 - 2
e. Dry-set portland cement mortar and grout.
h. Latex-portland cement mortar and grout.
i. Leveling compound.
j. Organic adhesive.
F. Installer Qualifications:
1. Submit letter stating installer’s experience.
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(R2011)........Safe Operating Practices for Tile, Terrazzo and
Marble WorkA108/A118/A136-14 Installation of
Ceramic Tile
A108.01-13..............Subsurfaces and Preparations by Other Trades
A108.02-13..............Materials, Environmental, and Workmanship
A108.1A-14..............Installation of Ceramic Tile in the Wet-Set
Method with Portland Cement Mortar
A108.1B-10..............Installation of Ceramic Tile on a Cured
Portland Cement Mortar Setting Bed with Dry-Set or Latex-Portland Cement Mortar
A108.1C-10..............Contractors Option; Installation of Ceramic
Tile in the Wet-Set method with Portland Cement
Mortar or Installation of Ceramic Tile on a
09 30 13 - 3
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
A108.6-10...............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
A108.10-10..............Grout in Tilework
A108.13-10..............Load Bearing, Bonded, Waterproof Membranes for
Thin-Set Ceramic Tile and Dimension Stone
A118.1-12...............Dry-Set Portland Cement Mortar
A118.3-13...............Chemical Resistant, Water Cleanable Tile-
Setting and –Grouting Epoxy and Water Cleanable
Tile-Setting Epoxy Adhesive
A118.4-12...............Latex-Portland Cement Mortar
A118.5-10...............Chemical Resistant Furan Mortars and Grouts
A118.6-10...............Cement Grouts for Tile Installation
A118.7-10...............High Performance Cement Grouts for Tile
Installation
A118.9-10...............Cementitious Backer Units
A118.10-14..............Load Bearing, Bonded, Waterproof Membranes for
Thin-Set Ceramic Tile and Dimension Stone
Installation
A136.1-13...............Organic Adhesives for Installation of Ceramic
Tile
A137.1-12...............American National Standard Specifications for
Ceramic Tile
C. ASTM International (ASTM):
A666-10.................Annealed or Cold-Worked Austenitic Stainless
Steel Sheet, Strip, Plate and Flat Bar
A1064/A1064M-14.........Carbon-Steel Wire and Welded Wire
Reinforcement, Plain and Deformed, for Concrete
C109/C109M-13...........Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2 inch. or
[50-mm] Cube Specimens)
C241/C241M-13...........Abrasion Resistance of Stone Subjected to Foot
Traffic
09 30 13 - 4
C348-14.................Standard Test Method for Flexural Strength of
Hydraulic-Cement Mortars
C627-10.................Evaluating Ceramic Floor Tile Installation
Systems Using the Robinson-Type Floor Tester
C954-11.................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-10...........Pigments for Integrally Colored Concrete
C1002-14................Steel Self-Piercing Tapping Screws for the
Application of Panel Products
C1027-09................Test Method for Determining Visible Abrasion
Resistance of Glazed Ceramic Tile
C1127-01(R2009).........Standard Guide for Use of High Solids Content, Cold Liquid-Applied Elastomeric Waterproofing
Membrane with an Integral Wearing Surface
C1178/C1178M-13.........Standard Specification for Coated Glass Mat
Water-Resistant Gypsum Backing Panel
C1325-14................Non-Asbestos Fiber-Mat Reinforced Cementitious
Backer Units
C1353/C1353M-09(R2013)..Abrasion Resistance of Dimension Stone
Subjected to Foot Traffic Using a Rotary
Platform, Double-Head Abraser
D1204-14................Test Method for Linear Dimensional Changes of
Nonrigid Thermoplastic Sheeting or Film at
Elevated Temperature
D2240-05(R2010).........Test Method for Rubber Property – Durometer
Hardness
D2497-07(R2012).........Tolerances for Manufactured Organic-Base
Filament Single Yarns
D3045-92(R2010).........Heat Aging of Plastics Without Load
D4397-10................Standard Specification for Polyethylene
Sheeting for Construction, Industrial and
Agricultural Applications
D5109-12................Standard Test Methods for Copper-Clad
Thermosetting Laminates for Printed Wiring
Boards
09 30 13 - 5
D. Code of Federal Regulation (CFR):
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): Design Manual III-2007
F. Tile Council of North America, Inc. (TCNA):
Handbook for Ceramic Tile Installation (2014)
DCOF AcuTest-2012.......Dynamic Coefficient of Friction Test
PART 2 - PRODUCTS
2.1 TILE:
A. 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.
c. Class IV, 6000 revolutions for remaining areas.
3. Slip Resistant Tile for Floors:
a. Coefficient of friction, when tested in accordance with
ANSI A137.1 and measured per the TCNA DCOF AcuTest.
1) Equal to or greater than .42 for level interior tile floors that will be walked on when wet.
b. Tile Having Abrasive Grains:
1) Unglazed Ceramic Mosaic Tile: Abrasive grains throughout body of the tile.
2) Quarry Tile: Abrasive grains uniformly embedded in face at rate of approximately 7.5 percent of surface area.
c. Porcelain Paver Tile: Matte surface finish with raised ridges spaced uniformly over tile surface.
6. Factory Blending: For tile with color variations, within the ranges selected during sample submittals blend tile in the factory and package so tile units taken from one (1) package show the same range in colors as those taken from other packages and match approved samples.
7. 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.
09 30 13 - 6
B. Porcelain Paver Tile: Nominal 8 mm (5/16 inch) thick, with cushion edges. Porcelain tile produced by the dust pressed method are to be made of approximately 50% feldspar; the remaining 50% is to be made up of various high-quality light firing ball clays yielding a tile with a water absorption rate of 0.5% or less and a breaking strength of between 176 to 181 kg (390 to 400 lbs.).
C. Trim Shapes:
1. Conform to applicable requirements of adjoining floor and wall tile.
2. Use slip resistant trim shapes for horizontal surfaces.
3. Use trim shapes sizes conforming to size of adjoining field wall tile including existing spaces, unless detailed on construction documents or specified otherwise.
4. 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.
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.
2.2 SETTING MATERIALS OR BOND COATS:
A. Conform to TCNA Handbook for Ceramic Tile Installation.
B. Portland Cement Mortar: ANSI A108.02.
C. Latex-Portland Cement Mortar: ANSI A118.4.
1. For wall applications, provide non-sagging, latex-portland cement mortar complying with ANSI A118.4.
2. 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.
2.3 GROUTING MATERIALS:
A. Coloring Pigments:
09 30 13 - 7
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.
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. Zero VOC content.
2.4 PATCHING AND LEVELING COMPOUND:
A. Portland cement base, polymer-modified, self-leveling compound, manufactured specifically for resurfacing and leveling concrete floors.
Products containing gypsum are not acceptable.
B. Provide a patching and leveling compound with the following minimum physical properties:
1. Compressive strength - 25 MPa (3500 psig) per ASTM C109/C109M.
2. Flexural strength - 7 MPa (1000 psig) per ASTM C348 (28 day value).
3. Tensile strength – 4.1 MPa (600 psi) per ANSI 118.7.
4. Density – 1.9.
C. 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.
D. Primers, fillers, and reinforcement as required by manufacturer for application and substrate condition.
E. Ready for use in 48 hours after application.
2.5 WATER:
A. Clean, potable and free from salts and other injurious elements to mortar and grout materials.
2.6 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.
09 30 13 - 8
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 sub-floor, including concrete fills leveling compounds and mortar beds:
1. Not more than 3 mm in 3048 mm (1/8 inch in 10 feet) where dry-set portland cement, and latex-portland cement mortar setting beds and chemical-resistant bond coats are used.
B. Variation in Plane of Wall Surfaces:
1. 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.
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.
09 30 13 - 9
B. Patching and Leveling:
1. Mix and apply patching and leveling compound in accordance with manufacturer's instructions.
2. Fill holes and cracks and align concrete floors that are out of required plane with patching and leveling compound.
a. Thickness of compound as required to bring finish tile system to elevation shown on construction documents.
b. At substrate expansion, isolation, and other moving joints, allow joint of same width to continue through underlayment.
3. Apply patching and leveling compound to concrete and masonry wall surfaces that are out of required plane.
4. 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. Additional preparation of concrete floors for tile set with epoxy, or furan-resin is to be in accordance with the manufacturer's printed instructions.
D. Existing Floors and Walls:
1. Remove existing composition floor 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 structural slab. Clean and level the substrate for new setting bed and waterproof membrane or cleavage membrane.
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.
3.4 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. Installing Mortar Beds for Floors:
1. Install mortar bed in a manner that does not damage cleavage.
3. For thin set systems cure mortar bed not less than seven (7) days.
Do not use curing compounds or coatings.
09 30 13 - 10
D. 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.
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.
b. Seal tile joints water tight as specified in Section 07 92 00, JOINT SEALANTS, around 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. Floors:
a. Extend floor tile beneath casework and equipment, except those units mounted in wall recesses.
b. Align finish surface of new tile work flush with other and existing adjoining floor finish where indicated in construction documents.
c. Push and vibrate tiles over 203 mm (8 inches) square to achieve full support of bond coat.
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.
d. Make joints in porcelain type; maximum 3 mm (1/8 inch) wide.
10. Back Buttering: For installations indicated below, obtain 100 percent mortar coverage by complying with applicable special requirements for back buttering of tile in referenced
ANSI A108/A118/A136 series of tile installation standards:
a. Tile wall installations in wet areas, including showers, tub enclosures, laundries and swimming pools.
09 30 13 - 11
b. Tile installed with chemical-resistant mortars and grouts.
c. Tile wall installations composed of tiles 203 by 203 mm
(8 by 8 inches) or larger.
3.5 THIN SET PORCELAIN TILE INSTALLED WITH DRY-SET PORTLAND CEMENT AND LATEX-
PORTLAND CEMENT MORTAR:
A. Installation of Tile: ANSI A108.1B, except as specified otherwise.
B. Slope tile work to drains at not less than 3 mm in 305 mm (1/8 inch per foot).
3.6 THIN SET PORCELAIN TILE INSTALLED WITH ORGANIC ADHESIVE
A. Installation of Tile: ANSI A108.4.
3.7 GROUTING:
A. Grout Type and Location:
1. Grout for glazed wall and base tile, paver tile and unglazed mosaic tile portland cement grout, 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. Sand Portland Cement Grout: ANSI A108.10.
in accordance with the manufacturer's printed instructions.
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 with epoxy, furan and commercial portland cement grout and tile set in elastomeric bond coat as recommended by the manufacturer of the grout and bond coat.
09 30 13 - 12
3.10 PROTECTION:
A. Keep traffic off tile floor, until grout and setting material is fully set and cured.
B. Where traffic occurs over tile floor is unavoidable, cover tile floor with not less than 9 mm (3/8 inch) thick plywood, wood particle board, or hardboard securely taped in place. Do not remove protective cover until time for final inspection. Clean tile of any tape, adhesive and stains.
3.11 TESTING FINISH FLOOR:
A. Test floors in accordance with ASTM C627 to show compliance with codes
1 through 10.
- - - E N D - - -
File details come from the government source that posted it. Updated .