ARMY UFGS-09 35 16-2010 CHEMICAL-RESISTANT QUARRY TILE.pdf
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1、*USACE / NAVFAC / AFCESA / NASA UFGS-09 35 16 (August 2010)-Preparing Activity: USACE SupersedingUFGS-09 35 16 (May 2009)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2010*SECTION TABLE OF CONTENTSDIVISION 09 - FINISHESSECTION 09 35 16CHEMICAL-RESISTANT QUAR
2、RY TILE08/10PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 SUSTAINABLE DESIGN CERTIFICATION1.4 DELIVERY, STORAGE, AND HANDLING1.5 ENVIRONMENTAL REQUIREMENTSPART 2 PRODUCTS2.1 MATERIALS2.1.1 Quarry Tile2.1.1.1 Slip-Resistant Quarry Tile2.1.1.2 Quarry Tile Trim Units2.1.2 Chemical-Resistant Mortar and
3、Grout2.1.2.1 Furan Mortar2.1.2.2 Furan Grout2.1.2.3 Epoxy2.1.2.4 Epoxy Mortar and Grout2.2 FACTORY TESTS2.2.1 Chemical Resistance2.2.2 Physical PropertiesPART 3 EXECUTION3.1 PREPARATION3.1.1 Preparation of Tile3.1.2 Preparation of Concrete Floors for Setting Beds3.2 INSTALLATION3.2.1 Setting Bed3.2.
4、2 Tile Joints3.2.3 Tile Installation3.3 CLEANING3.4 PROTECTION- End of Section Table of Contents -SECTION 09 35 16 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-SECTION 09 35 16 Page 2Provided by IHSNot for ResaleNo reproduction or networking
5、 permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-09 35 16 (August 2010)-Preparing Activity: USACE SupersedingUFGS-09 35 16 (May 2009)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2010*SECTION 09 35 16CHEMICAL-RESISTANT QUARRY TILE
6、08/10*NOTE: This guide specification covers the requirements for quarry tile with chemical resistant grout and setting bed for use in medium to large dining facilities and other areas subject to spillage of acids or other chemicals.Edit this guide specification for project specific requirements by a
7、dding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate information.Remove information and requirements not required in respective project, whether or not brackets are present.Comments and suggestions on this guide specification are welcome and should
8、 be directed to the technical proponent of the specification. A listing of technical proponents, including their organization designation and telephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL*NOTE: On the drawing
9、s, show:1. Rooms, areas, or spaces to have chemical-resistant quarry tile floors including under ranges, kettles, and ovens and areas 600 mm (2 feet) beyond such items, as well as 600 mm (2 feet) outside trough areas; within dish-and pot-washing areas, food-preparation areas, serving areas, and garb
10、age rooms. If quarry tile with conventional mortar and grout is also included in the project, areas for each type must be clearly indicated.SECTION 09 35 16 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2. Depressed concrete slabs, 16 mm for
11、13 mm (5/8 inch for 1/2 inch) tile and 22 mm for 19 mm (7/8 inch for 3/4 inch) tile so that tile surfaces will align with adjacent finish materials. See detail F 131-83 or F 133-83 in Tile Council of America Inc. Handbook for Ceramic Tile Installation for recommended details.3. Slope of floors to dr
12、ain.4. Treatment at expansion joints in tiled floors.5. Thresholds at doorways.6. Details at floor sinks, floor drains, intersections with walls, equipment bases, and trough areas.*1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The
13、publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically place the reference in the Ref
14、erence Article. Also use the Reference Wizards Check Reference feature to update the issue dates.References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.*The publications listed
15、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 C 267 (2001; R 2006) Chemical Resistance of Mortars, Grouts, and Monolithic Surfacings and Polymer ConcretesASTM C 395 (2001;
16、 R 2006) Chemical-Resistant Resin MortarsASTM C 413 (2001; R 2006) Absorption of Chemical-Resistant Mortars, Grouts, and Monolithic Surfacings and Polymer ConcretesSECTION 09 35 16 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM C 658 (199
17、8; R 2008) Chemical-Resistant Resin Grouts for Brick or TileGREENGUARD ENVIRONMENTAL INSTITUTE (GEI)GEI Greenguard Standards for Low Emitting ProductsSCIENTIFIC CERTIFICATION SYSTEMS (SCS)SCS Scientific Certification Systems (SCS)Indoor AdvantageTILE COUNCIL OF NORTH AMERICA (TCNA)TCA Hdbk (2007) Ha
18、ndbook for Ceramic Tile Installation1.2 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals required for the project. Submittals should be kept to the minimum required for adequate quality
19、control.A “G” following a submittal item indicates that the submittal requires Government approval. Some submittals are already marked with a “G”. Only delete an existing “G” if the submittal item is not complex and can be reviewed through the Contractors Quality Control system. Only add a “G” if th
20、e submittal is sufficiently important or complex in context of the project.For submittals requiring Government approval on Army projects, a code of up to three characters within the submittal tags may be used following the “G“ designation to indicate the approving authority. Codes for Army projects
21、using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division or other organization in the District Office); “AO“ for Area Office; “RO“ for Resident Office; and “PO“ for Project Office. Codes following the “G“ typically are not used for N
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