1、*USACE / NAVFAC / AFCESA UFGS-09 97 13.17 (February 2010)-Preparing Activity: NAVFAC Superseding UFGS-09 97 13.17 (August 2009)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION TABLE OF CONTENTSDIVISION 09 - FINISHESSECTION 09 97 13.17THREE COAT EP
2、OXY INTERIOR COATING OF WELDED STEEL PETROLEUM FUEL TANKS02/10PART 1 GENERAL1.1 REFERENCES1.2 DEFINITIONS1.3 SUBMITTALS1.4 QUALITY ASSURANCE1.4.1 Contract Errors, Omissions, and Other Discrepancies1.4.2 Corrective Action (CA)1.4.2.1 Corrective Action Procedures1.4.2.2 Implement Corrective Action1.4.
3、3 Coating Work Plan1.4.4 Design Data1.4.4.1 Environmental Control System1.4.4.2 Use of Door Sheet Access Way1.4.5 Test Reports1.4.5.1 Metallic Abrasive Qualification Test Reports1.4.5.2 Recycled Metallic Abrasive Field Test Reports (Daily and Weekly)1.4.6 Qualifications1.4.6.1 Qualifications of Cert
4、ified Industrial Hygienist (CIH)1.4.6.2 Qualifications of Certified Protective Coatings Specialist (PCS)1.4.6.3 Qualifications of Coating Inspection Company1.4.6.4 Qualifications of QC Specialist Coating Inspector1.4.6.5 Qualifications Of Individuals Performing Abrasive Blasting1.4.6.6 Qualification
5、s of Testing Laboratory for Coatings1.4.6.7 Qualifications of Testing Laboratory for Abrasive1.4.6.8 Qualifications of Coating Contractors1.4.6.9 Roof Joint Sealant Materials1.4.6.10 Roof Joint Sealant Compatibility1.4.6.11 Epoxy Coating Materials1.4.6.12 Non-metallic Abrasive1.4.6.13 Metallic Abras
6、ive1.4.7 Protective Coating Specialist (PCS)1.4.8 Pre-Application Meeting1.5 PRODUCT DATASECTION 09 97 13.17 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.5.1 Roof Joint Sealant Instructions1.5.2 Coating System Instructions1.6 DELIVERY AND
7、STORAGE1.7 COATING HAZARDS1.8 WORK SEQUENCE1.9 JOB SITE REFERENCESPART 2 PRODUCTS2.1 ROOF JOINT SEALANT2.2 COATING SYSTEM2.2.1 Epoxy Primer, Intermediate, and Topcoats2.2.1.1 Epoxy Primer Coat2.2.1.2 Epoxy Intermediate Coat2.2.1.3 Epoxy Topcoat2.3 COATING SAMPLE COLLECTION AND SHIPPING KIT2.4 ABRASI
8、VE SAMPLE COLLECTION AND SHIPPING KIT2.5 TEST KITS2.5.1 Test Kit for Measuring Chloride, Sulfate and Nitrate Ions on Steel and Coated Surfaces2.5.2 Test Kit for Identifying Amine Blush on Epoxy Surfaces2.6 ABRASIVE2.6.1 Non-metallic Abrasive2.6.2 Metallic Abrasive2.6.2.1 New and Remanufactured Steel
9、 Grit2.6.2.2 Recycled Steel GritPART 3 EXECUTION3.1 REMOVAL OF COATINGS CONTAINING HAZARDOUS MATERIALS3.2 DOOR SHEET ACCESS WAY3.3 COATING AND ABRASIVE SAMPLE COLLECTION AND TESTING3.3.1 Coating Sample Collection3.3.2 Abrasive Sample Collection3.3.3 Coating Sample Test Reports3.3.4 Abrasive Sample T
10、est Reports3.4 FUEL REMOVAL AND TANK CLEANING3.5 LIGHTING3.6 ENVIRONMENTAL CONDITIONS3.6.1 Control System Requirements3.6.2 Automated Monitoring Requirements3.6.3 Humidity Control for Surface Preparation and Primer Application3.6.4 Humidity Control for Application of Intermediate and Topcoats and In
11、itial Curing3.7 EQUIPMENT USED IN TANK3.8 SURFACES TO BE COATED3.9 SURFACE PREPARATION3.9.1 Abrasive Blasting Equipment3.9.2 Operational Evaluation of Abrasive3.9.3 Surface Standard3.9.4 Pre-Preparation Testing for Surface Contamination3.9.4.1 Pre-Preparation Testing for Oil and Grease Contamination
12、3.9.4.2 Pre-Preparation Testing for Soluble Salts Contamination3.9.5 Abrasive Blasting3.9.6 Disposal of Used Abrasive3.9.7 Pre-Application Testing For Surface Contamination3.9.7.1 Pre-Application Testing for Oil and Grease Contamination3.9.7.2 Pre-Application Testing for Soluble Salts Contamination3
13、.9.7.3 Pre-Application Testing for Surface CleanlinessSECTION 09 97 13.17 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.10 MIXING AND APPLICATION OF SEALANT AND COATING SYSTEM3.10.1 Preparation of Sealant and Coating Materials for Applicati
14、on3.10.1.1 Mixing3.10.1.2 Pot Life3.10.1.3 Application Conditions and Recoat Windows3.10.2 Amine Blush Testing of Epoxy Coat Prior to Overcoating3.10.3 Application of Coating System and Roof Joint Sealant3.10.3.1 Application of Roof Joint Sealant3.10.3.2 Application of Stripe Coat3.10.3.3 Applicatio
15、n of Primer3.10.3.4 Application of Intermediate Coat3.10.3.5 Application of Topcoat3.10.4 Holiday Testing3.10.5 Procedure for Holiday and Spot Repairs of Newly Applied Coating3.10.6 Tank Occupancy After Coating Application3.10.7 Extended Cure of Coating System Prior to Immersion Service3.11 PROJECT
16、IDENTIFICATION3.12 FIELD QUALITY CONTROL3.12.1 Coating Inspector3.12.2 Field Inspection3.12.2.1 Inspection and Documentation Requirements3.12.2.2 Inspection Report Forms3.12.2.3 Daily Inspection Reports3.12.2.4 Inspection Logbook3.12.3 Inspection Equipment3.12.3.1 Black Light3.13 FINAL CLEANUP- End
17、of Section Table of Contents -SECTION 09 97 13.17 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA UFGS-09 97 13.17 (February 2010)-Preparing Activity: NAVFAC Superseding UFGS-09 97 13.17 (August 2009)UNIFIED FACILITIES
18、GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION 09 97 13.17THREE COAT EPOXY INTERIOR COATING OF WELDED STEEL PETROLEUM FUEL TANKS02/10*NOTE: This guide specification covers the requirements for a three coat epoxy system for interior coating of newly constructed, Ai
19、r Force bulk fuel storage tanks.Edit this guide specification for project specific requirements by adding, 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
20、not brackets are present.Comments and suggestions on this guide specification are welcome and should 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 t
21、o a UFGS should be submitted as a Criteria Change Request (CCR).*NOTE: For maintenance coating design, see notes herein. Severe corrosion and corrosion pitting is not addressed in this specification.*NOTE: This specification should be edited by an SSPC certified Protective Coatings Specialist (PCS)
22、that has five or more years of experience preparing coating specifications.The designer should not alter the products and processes specified herein without thorough knowledge of the need for the changes and the implications of those changes.*SECTION 09 97 13.17 Page 4Provided by IHSNot for ResaleNo
23、 reproduction or networking permitted without license from IHS-,-,-*NOTE: This specification is identical to the Navy Fuel Tank Specification, Section 09 97 13.15 EPOXY/FLUOROPOLYURETHANE INTERIOR COATING OF WELDED STEEL PETROLEUM FUEL TANKS, except the Air Force uses an epoxy topcoat. *NOTE: The me
24、tric standard for measuring coating thickness is microns (25.4 microns=1 mil - use nominal 25 microns=1 mil).*NOTE: This specification is for a 3 Coat, thin film system, which is compliant with EPA VOC regulations as of June 2000.- Epoxy Coats 350 g/l 2.8 lbs/gal max. VOCThe designer shall review st
25、ate and local, regulations and determine whether the coating in this Section complies with restrictions on volatile organic components (VOC) and other chemical constituents.*NOTE: Previous versions of this specification have included a requirement for surfaces to be abrasive blasted to SSPC SP 7/NAC
26、E No.4, inspected, and repaired, prior to coating. That requirement has been removed from this specification, and if required for a repair project, it should be included in the structural repair Section of the project specification. Tailor the paragraph to the needs of cleaning that will be required
27、 in preparation for repairs, and note that the abrasive blasting for inspection should be accomplished in such a manner that it does not conflict with any surface condition requirements in this Section, such as creating excessive surface profile that may require excessive primer thickness. For repai
28、r projects, specify appropriate portions of the steel surfacing requirements (according to NACE RPO178) from Section 33 56 13.13 STEEL TANKS WITH FIXED ROOFS.*NOTE: Designs for fuel tank linings should be based on recent inspections. Wherever possible, a coating inspection, or coating condition surv
29、ey (CCS), as described in Section 09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES, should be accomplished prior to designing a coating project for fuel tank interiors. Without a competent inspection, there is no reliable way to determine the type or condition SECTION 09 97 13.17 Page 5Provided by I
30、HSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-of the existing coating system. Without knowing the existing conditions, proper (effective and financially supportable) surface preparation or coating system selection cannot be made. It is not always cost effective
31、 to replace the entire coating system in a fuel tank, however, this is the tendency in preparing a design without inspection results.Do not provide general overcoat to a fuel tank lining unless recommended in a CCS to add corrosion protection. Provide complete removal and replacement, or repairs to
32、existing, as deemed appropriate. Overcoating the interior of a tank is generally a liability unless extraordinary measures are taken to ensure adhesion to the old coating, regardless of whether it is epoxy or urethane.*NOTE: Designers are encouraged to contact J. H. Brandon, NFESC Code 63, 757-322-4
33、645, Joseph.Brandonnavy.mil prior to beginning a new Navy design.*NOTE: Designers are encouraged to contact the Air Force Civil Engineering Corrosion Program Manager at HQ AFCESA/CESM, 139 Barnes Drive, Ste 1, Tyndall AFB, FL 32403, Tel 850-283-6217, prior to beginning new Air Force design. *PART 1
34、GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The 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
35、Reference feature when you add a RID outside of the Sections Reference Article to automatically place the reference in the Reference 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 secti
36、on of the project specification when you choose to reconcile references in the publish print process.*The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the SECTION 09 97 13.17 Page 6Provided by IHSNot for Res
37、aleNo reproduction or networking permitted without license from IHS-,-,-basic designation only.AMERICAN PETROLEUM INSTITUTE (API)API Std 650 (2008; Addendum 2009) Welded Tanks for Oil StorageAPI Std 653 (2009) Tank Inspection, Repair, Alteration, and ReconstructionASTM INTERNATIONAL (ASTM)ASTM D 327
38、6 (2007) Painting Inspectors (Metal Substrates)ASTM D 3925 (2002) Sampling Liquid Paints and Related Pigmented CoatingsASTM D 4285 (1983; R 2006) Indicating Oil or Water in Compressed AirASTM D 7127 (2005) Measurement of Surface Roughness of Abrasive Blast Cleaned Metal Surfaces using a Portable Sty
39、lus InstrumentINTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)ISO 9001 (2008; R 2008; Cor 1 2009) Quality Management Systems- RequirementsNACE INTERNATIONAL (NACE)NACE SP0178 (2007) Design, Fabrication, and Surface Finish Practices for Tanks and Vessels to be for Immersion ServiceNACE SP0188 (20
40、06) Discontinuity (Holiday) Testing of New Protective Coatings on Conductive SubstratesTHE SOCIETY FOR PROTECTIVE COATINGS (SSPC)SSPC AB 2 (1996; E 2004) Cleanliness of Recycled Ferrous Metallic AbrasiveSSPC AB 3 (2003; E 2004) Ferrous Metallic AbrasiveSSPC Guide 12 (1998; E 2004) Guide for Illumina
41、tion of Industrial Painting ProjectsSSPC PA 1 (2000; E 2004) Shop, Field, and Maintenance Painting of SteelSSPC PA 2 (2004) Measurement of Dry Coating Thickness With Magnetic GagesSSPC QP 1 (1998; E 2004) Standard Procedure for Evaluating Painting Contractors (Field Application to Complex Industrial
42、 SECTION 09 97 13.17 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Structures)SSPC QP 5 (1999; E 2004) Standard Procedure for Evaluating the Qualifications of Coating and Lining Inspection CompaniesSSPC QS 1 (2004) Standard Procedure for Evaluating a Contractors Advanced Quality Management SystemSSPC SP 1 (1982; E
