VA 09 67 23 50-2010 RESINOUS (EPOXY TERRAZZO) FLOORING (RES-5).pdf
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1、10-10 09 67 23.50 - 1 SECTION 09 67 23.50 RESINOUS (EPOXY TERRAZZO) FLOORING (RES-5) SPEC WRITER NOTE: 1. Delete / _/ if not applicable to project. Also delete any other item or paragraph not applicable in the section and renumber the paragraphs. 2. Identified as RES-5 in for resinous flooring appli
2、cation in VA Program Guide PG 18-14 “Room Finishes, Door address of installation, contact information at installation project site; and date of installation. 3. Installers Personnel: Employ persons trained for application of specified product C. Source Limitations: 1. Obtain primary resinous floorin
3、g materials including primers, resins, hardening agents, grouting coats and finish or sealing coats from a single manufacturer. 2. Provide secondary materials, including /marble chips/ /aggregate/, strips, patching and fill material, joint sealant, and repair material of type and from source recomme
4、nded by manufacturer of primary materials. 3. Obtain /marble chips/ /aggregate/ color, grade, type, and variety of granular materials from one source with resources to provide materials of consistent quality in appearance and physical properties. 4. Material furnished shall meet NTMA Specifications.
5、 D. NTMA Standards: Comply with NTMAs “Terrazzo Specification and Design Guide” and written recommendations for terrazzo type indicated unless more stringent requirements are specified. E. Mockups: Apply mockups to verify selections made under sample submittals and to demonstrate aesthetic effects a
6、nd establish quality standards for materials and execution. 1. Apply full-thickness mockups on 48 inch (1200 mm) square floor area selected by VA Resident Engineer. a. Include 48 inch (1200 mm) length of integral cove base. Provided by IHSNot for ResaleNo reproduction or networking permitted without
7、 license from IHS-,-,-10-10 09 67 23.50 - 4 2. Approved mockups may become part of the completed work if undisturbed at time of Substantial Completion. 3. Sign off from VA Resident Engineer on texture must be complete before installation of flooring system. F. Pre-Installation Conference: 1. Convene
8、 a meeting not less than thirty days prior to starting work. 2. Attendance: a. Contractor b. VA Resident Engineer c. Manufacturer and Installers Representative 3. Review the following: a. Environmental requirements 1) Air and surface temperature 2) Relative humidity 3) Ventilation 4) Dust and contam
9、inates b. Protection of surfaces not scheduled to be coated c. Inspect and discus condition of substrate and other preparatory work performed d. Review and verify availability of material; installers personnel, equipment needed e. Design /and pattern/ /s/ and edge conditions. f. Performance of the c
10、oating with chemicals anticipated in the area receiving the resinous (epoxy terrazzo) flooring system g. Application and repair h. Field quality control i. Cleaning j. Protection of coating systems k. One-year inspection and maintenance l. Coordination with other work G. Manufacturers Field Services
11、: Manufacturers representative shall provide technical assistance and guidance for surface preparation and application of coating systems. H. Contractor Job Site Log: Contractor shall document daily; the work accomplished environmental conditions and any other condition event significant to the long
12、 term performance of the terrazzo installation. The Contractor shall maintain these records for one year after Substantial Completion. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-10-10 09 67 23.50 - 5 1.5 MATERIAL PACKAGING DELIVERY AND STORAGE A
13、. Deliver materials to the site in original sealed packages or containers, clearly marked with the manufacturers name or brand, type and color, production run number and date of manufacture. B. Protect materials from damage and contamination in storage or delivery, including moisture, heat, cold, di
14、rect sunlight, etc. C. Maintain temperature of storage area between 60 and 80degreesF (15 and 26 degrees C). D. Keep containers sealed until ready for use. E. Do not use materials beyond manufacturers shelf life limits. 1.6 PROJECT CONDITIONS A. Environmental Limitations: Comply with resinous floori
15、ng manufacturers written instructions for substrate temperature, ambient temperature, moisture, ventilation, and other conditions affecting resinous flooring applications. 1. Maintain material and substrate temperature between 65 and 85 degrees F (18 and 30 degrees C) during resinous flooring applic
16、ation and for not less than 24 hours after application. B. Lighting: Provide permanent lighting or, if permanent lighting is not in place, simulate permanent lighting conditions during resinous flooring application. C. Close spaces to traffic during resinous flooring application and for not less tha
17、n 24 hours after application, unless manufacturer recommends a longer period. D. Concrete substrate shall be properly cured for a minimum of 30 days. A vapor barrier must be present for concrete subfloors on or below grade. Otherwise, an osmotic pressure resistant grout must be installed prior to th
18、e resinous flooring. 1.7 WARRANTY A. Work subject to the terms of the Article “Warranty of Construction” FAR clause 52.246-21. B. Warranty: Manufacture shall furnish a single, written warranty covering the full assembly (including substrata) for both material and workmanship for a extended period of
19、 (3) full years from date of installation, or provide a joint and several warranty signed on a single document by manufacturer and applicator jointly and severally warranting the materials and workmanship for a period of (3) full years from date of installation. A sample warranty letter must be incl
20、uded with bid package or bid may be disqualified. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-10-10 09 67 23.50 - 6 SPEC WRITER NOTE: Update and specify publications which apply to the project. 1.8 APPLICABLE PUBLICATIONS A. The publication liste
21、d below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only. B. ACI (American Concrete Institute): Comm. 503.1-92Four Epoxy Specifications (Reapproved 2003). C. American Society for Testing and Materials (ASTM): C109St
22、andard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2” or 50 mm Cube Specimens) C131-06.Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine C150Standard Specification for Portland Cement C190-8
23、5.Method of Test for Tensile Strength of Hydraulic Cement Mortars (Withdrawn 1990) C219-07aStandard Terminology Relating to Hydraulic Cement C267-01(2006).Standard Test Methods for Chemical Resistance of Mortars, Grouts, and Monolithic Surfacings and Polymer Concretes C307-03 (2008)Standard Test Met
24、hod for Tensile Strength of Chemical-Resistant Mortar, Grouts, and Monolithic Surfacings C413-01(2006).Standard Test Method for Absorption of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings and Polymer Concretes C501-84(2002).Standard Test Method for Relative Resistance to Wear of Unglazed
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