1、*USACE / NAVFAC / AFCESA / NASA UFGS-09 97 13.16 (May 2011)-Preparing Activity: NAVFAC SupersedingUFGS-09 97 13.16 (February 2010)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2011*SECTION TABLE OF CONTENTSDIVISION 09 - FINISHESSECTION 09 97 13.16INTERIOR C
2、OATING OF WELDED STEEL WATER TANKS05/11PART 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 Coating Work Plan1.4.
3、4 Design Data1.4.4.1 Environmental Control System1.4.5 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 Certified Industrial Hygienist (CIH)1.4.6.2 Qualifications of C
4、ertified 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 Qualifications of Testing Laboratory for Coatings1.4.6.7 Qualifications
5、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 Abrasive1.4.7 Protective Coating Specialist (PCS)1.4.8 Pre-Appli
6、cation Meeting1.5 PRODUCT DATA1.5.1 Roof Joint Sealant InstructionsSECTION 09 97 13.16 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.5.2 Coating System Instructions1.6 DELIVERY AND STORAGE1.7 COATING HAZARDS1.8 WORK SEQUENCE1.9 JOB SITE REF
7、ERENCESPART 2 PRODUCTS2.1 ROOF JOINT SEALANT2.2 COATING SYSTEM2.2.1 NSF Certified Polyamide Epoxy Coating System2.2.2 MIL-DTL-24441 Epoxy System for Potable Water Tanks2.2.2.1 Epoxy Primer Coat2.2.2.2 Epoxy Intermediate Coat2.2.2.3 Epoxy Topcoat2.2.3 MIL-DTL-24441 Epoxy System for Non-potable Water
8、Tanks2.2.3.1 Epoxy Primer Coat2.2.3.2 Epoxy Intermediate Coat2.2.3.3 Epoxy Topcoat2.3 COATING SAMPLE COLLECTION AND SHIPPING KIT2.4 ABRASIVE 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 I
9、dentifying Amine Blush on Epoxy Surfaces2.6 ABRASIVE2.6.1 Non-metallic Abrasive2.6.2 Metallic Abrasive2.6.2.1 New and Remanufactured Steel Grit2.6.2.2 Recycled Steel GritPART 3 EXECUTION3.1 REMOVAL OF COATINGS CONTAINING HAZARDOUS MATERIALS3.2 COATING AND ABRASIVE SAMPLE COLLECTION AND TESTING3.2.1
10、Coating Sample Collection3.2.2 Abrasive Sample Collection3.2.3 Coating Sample Test Reports3.2.4 Abrasive Sample Test Reports3.3 SLUDGE REMOVAL AND TANK CLEANING3.4 LIGHTING3.5 ENVIRONMENTAL CONDITIONS3.5.1 Control System Requirements3.5.2 Automated Monitoring Requirements3.5.3 Humidity Control for S
11、urface Preparation and Primer Application3.5.4 Humidity Control for Application of Intermediate and Topcoats and Initial Curing3.6 EQUIPMENT USED IN TANK3.7 SURFACES TO BE COATED3.8 SURFACE PREPARATION3.8.1 Abrasive Blasting Equipment3.8.2 Operational Evaluation of Abrasive3.8.3 Surface Standard3.8.
12、4 Pre-Preparation Testing for Surface Contamination3.8.4.1 Pre-Preparation Testing for Oil and Grease Contamination3.8.4.2 Pre-Preparation Testing for Soluble Salts Contamination3.8.5 Abrasive Blasting3.8.6 Disposal of Used Abrasive3.8.7 Pre-Application Testing For Surface ContaminationSECTION 09 97
13、 13.16 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.8.7.1 Pre-Application Testing for Oil and Grease Contamination3.8.7.2 Pre-Application Testing for Soluble Salts Contamination3.8.7.3 Pre-Application Testing for Surface Cleanliness3.9 MIX
14、ING AND APPLICATION OF SEALANT AND COATING SYSTEM3.9.1 Preparation of Sealant and Coating Materials for Application3.9.1.1 Mixing3.9.1.2 Pot Life3.9.1.3 Application Conditions and Recoat Windows3.9.2 Amine Blush Testing of Epoxy Coat Prior to Overcoating3.9.3 Application of Coating System and Roof J
15、oint Sealant3.9.3.1 Application of Roof Joint Sealant3.9.3.2 Application of Stripe Coat3.9.3.3 Application of Primer3.9.3.4 Application of Intermediate Coat3.9.3.5 Application of Topcoat3.9.4 Holiday Testing3.9.5 Procedure for Holiday and Spot Repairs of Newly Applied Coating3.9.6 Tank Occupancy Aft
16、er Coating Application3.9.7 Extended Cure of Coating System Prior to Immersion Service3.10 PROJECT IDENTIFICATION3.11 FIELD QUALITY CONTROL3.11.1 Coating Inspector3.11.2 Field Inspection3.11.2.1 Inspection Requirements3.11.2.2 Inspection Report Forms3.11.2.3 Daily Inspection Reports3.11.2.4 Inspecti
17、on Logbook3.11.3 Inspection Equipment3.11.3.1 Black Light3.12 FINAL CLEANUP- End of Section Table of Contents -SECTION 09 97 13.16 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-09 97 13.16 (May 2011)-Prepa
18、ring Activity: NAVFAC SupersedingUFGS-09 97 13.16 (February 2010)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2011*SECTION 09 97 13.16INTERIOR COATING OF WELDED STEEL WATER TANKS05/11*NOTE: This guide specification covers the requirements for polyamide epo
19、xy coating system for interior of newly constructed Navy and Air force water tanks, potable and non-potable, where shop applied coatings are not being considered.Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing n
20、ew project specification sections. 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
21、or not brackets are present.Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*NOTE: This guide specification should be used for all new welded steel water tanks. For maintenance coating design, see notes
22、 herein.*NOTE: This specification should be edited by an SSPC certified Protective Coatings Specialist (PCS) 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
23、 the changes and the implications of those changes.SECTION 09 97 13.16 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*NOTE: This guide specification should be used with Section 09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES (Navy R 2010) Sa
24、mpling 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 Stylus InstrumentINTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)IS
25、O 9001 (2008; Corr 1 2009) Quality Management Systems- RequirementsNACE INTERNATIONAL (NACE)NACE SP0188 (1999; R 2006) Discontinuity (Holiday) Testing of New Protective Coatings on Conductive SubstratesNSF INTERNATIONAL (NSF)NSF/ANSI 61 (2010a) Drinking Water System Components - Health EffectsTHE SO
26、CIETY 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 Illumination of Industrial Painting ProjectsSSPC PA 1 (2000; E 2004) Shop, Field, and Maintenance Pai
27、nting 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 Structures)SSPC QP 5 (1999; E 2004) Standard Procedure for Evaluating the Qualifications of
28、Coating and Lining Inspection CompaniesSSPC QS 1 (2004) Standard Procedure for Evaluating a Contractors Advanced Quality Management SystemSSPC SP 1 (1982; E 2004) Solvent CleaningSECTION 09 97 13.16 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,
29、-,-SSPC SP 10/NACE No. 2 (2007) Near-White Blast CleaningSSPC SP 7/NACE No.4 (2007) Brush-Off Blast CleaningSSPC SP COM (2004) Surface Preparation Commentary for Steel and Concrete SubstratesSSPC VIS 1 (2002; e 2004) Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast C
30、leaningU.S. DEPARTMENT OF DEFENSE (DOD)MIL-A-22262 (1993; Rev B; Am 2 1996) Abrasive Blasting Media Ship Hull Blast CleaningMIL-DTL-24441 (2009; Rev D) Paint, Epoxy-Polyamide, General Specification forMIL-DTL-24441/20 (2009; Rev B) Paint, Epoxy-Polyamide, Green Primer, Formula 150, Type IIIMIL-DTL-2
31、4441/22 (2009; Rev B) Paint, Epoxy-Polyamide, White Formula 152, Type IIIMIL-DTL-24441/29 (2009; Rev B) Paint, Epoxy-Polyamide, Green Primer, Formula 150, Type IVMIL-DTL-24441/31 (2009; Rev B) Paint, Epoxy-Polyamide, White, Formula 152, Type IVU.S. GENERAL SERVICES ADMINISTRATION (GSA)FED-STD-595 (R
32、ev C) Colors Used in Government ProcurementU.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)29 CFR 1910-SUBPART Z Toxic and Hazardous Substances29 CFR 1910.1000 Air Contaminants29 CFR 1910.134 Respiratory Protection29 CFR 1926.59 Hazard Communication1.2 DEFINITIONSDefinitions are provided thr
33、oughout this Section, generally in the paragraph where used, and denoted by capital letters. The following definitions are used throughout this Section:a. CEILING - interior tank surfaces that extend from the horizontal plane at the designated maximum water line upward, including the upper portion o
34、f the tank shell (walls), columns, structural steel, the underside of the roof plates and other steel components in this area.b. BOWL - interior tank surfaces that extend from the horizontal plane at the designated maximum water line downward, including the tank walls, SECTION 09 97 13.16 Page 8Prov
35、ided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-columns, piping, pipe supports, bottom plates, and other steel components in this area.1.3 SUBMITTALS*NOTE: Submittals listed here are important to the project and to the project records. In order to improv
36、e quality, most of these submittals have been changed from government approval to contractor approval, thereby shifting final application responsibility to the contractor.A “G” following a submittal item indicates that the submittal requires Government approval. Some submittals are already marked wi
37、th 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 the submittal is sufficiently important or complex in context of the project.For submittals requiring Government approval on Army projects,
38、 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 using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division or other orga
39、nization 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 Navy, Air Force, and NASA projects.Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the second bracketed i
40、tem for Army projects.*Government approval is required for submittals with a “G“ designation; submittals not having a “G“ designation are for Contractor Quality Control approval.for information only. When used, a designation following the “G“ designation identifies the office that will review the su
41、bmittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-05, Design DataEnvironmental Control SystemSD-06 Test ReportsMetallic Abrasive Qualification Test ReportsCoating Sample Test ReportsAbrasive Sample Test ReportsSECTION 09 97 13.16
42、 Page 9Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Inspection Report FormsDaily Inspection ReportsRecycled Metallic Abrasive Field Test Reports (Daily and Weekly)SD-07 CertificatesContract Errors, Omissions, and Other DiscrepanciesCorrective Acti
43、on ProceduresCoating Work PlanQualifications of Certified Industrial Hygienist (CIH)Qualifications Of Individuals Performing Abrasive BlastingQualifications of Certified Protective Coatings Specialist (PCS)Qualifications of Coating Inspection CompanyQualifications of QC Specialist Coating InspectorQ
44、ualifications of Testing Laboratory for CoatingsQualifications of Testing Laboratory for AbrasiveQualifications of Coating ContractorsRoof Joint Sealant MaterialsRoof Joint Sealant CompatibilityEpoxy Coating MaterialsNon-metallic AbrasiveMetallic AbrasiveSD-08 Manufacturers InstructionsRoof Joint Se
45、alant InstructionsCoating System InstructionsSD-11 Closeout SubmittalsDisposal of Used Abrasive; G; G, _Inspection Logbook; G; G, _1.4 QUALITY ASSURANCE1.4.1 Contract Errors, Omissions, and Other DiscrepanciesSubmit all errors, omissions, and other discrepancies in contract documents the Contracting Officer within 30 days of contract award for all work covered in this Section, other than the work that will
