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    NAVY UFGS-33 56 13 13-2012 STEEL TANKS WITH FIXED ROOFS.pdf

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    NAVY UFGS-33 56 13 13-2012 STEEL TANKS WITH FIXED ROOFS.pdf

    1、*USACE / NAVFAC / AFCESA / NASA UFGS-33 56 13.13 (May 2012)-Preparing Activity: NAVFAC Superseding UFGS-33 56 13.13 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2012*SECTION TABLE OF CONTENTSDIVISION 33 - UTILITIESSECTION 33 56 13.13STEEL TANKS

    2、 WITH FIXED ROOFS05/12PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 COPIES OF API PUBLICATIONS1.4 RELATED REQUIREMENTS1.5 DESIGN REQUIREMENTS1.5.1 Seismic Design Requirements1.5.1.1 Columns1.5.1.2 Shell Height1.5.2 Tank Nozzles1.5.3 Tank Roof1.5.3.1 Emergency Ventilation1.5.3.2 Emergency Vent Device

    3、s1.5.4 Corrosion Allowance1.5.5 Design Metal Temperature1.5.6 Tank Bottom1.6 QUALIFICATIONS OF TANK ERECTOR1.6.1 Welding Qualifications1.7 TANK CALIBRATION EXPERIENCE1.8 QUALIFICATIONS OF FLOATING PAN MANUFACTURER1.9 QUALITY ASSURANCE1.9.1 Delivery and Storage Handling1.9.2 Steel Tank Drawing Requir

    4、ements1.9.3 Data Requirements1.9.4 Weld Inspector Certification1.9.5 Test Reports1.9.6 Inspection and NDE Personnel1.9.6.1 NDE Personnel Certification1.9.6.2 Qualifications of Testing Agency1.9.7 Qualifications of API Std 653 InspectorPART 2 PRODUCTS2.1 MATERIALS2.1.1 Materials for Equipment, Pipe,

    5、and FittingsSECTION 33 56 13.13 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.2 STRUCTURAL STEEL2.3 CARBON STEEL, PIPE FITTINGS, FLANGES, GASKETS, AND BOLTING2.4 STAINLESS STEEL PIPE, FITTINGS, FLANGES, GASKETS, AND BOLTING2.5 ALUMINUM PIPI

    6、NG FOR STILLING WELLS2.6 BOLTING AND ALUMINUM FLANGES FOR STILLING WELLS2.7 WELDING FOR ALUMINUM PIPING2.7.1 Process for Aluminum2.7.2 Aluminum Welding Electrodes and Rods2.8 BOLTING FOR SHELL MANHOLE COVERS2.9 GASKETS FOR MANHOLE COVERS AND STILLING WELL FLANGES2.10 TANK BOTTOM TO FOUNDATION SEAL2.

    7、10.1 Tank Bottom to Foundation Gasket - Self Anchored Tanks2.10.2 Tank Shims and Tank Grout - Anchored Tanks2.11 INTERIOR PROTECTIVE COATING SYSTEM2.12 EXTERIOR PROTECTIVE COATING SYSTEM2.13 APPURTENANCES2.13.1 Floating Pan Installation Hatch2.13.2 Floating Pan2.13.2.1 Pan Integrity2.13.2.2 Floating

    8、 Pan Prototype Fire Test2.13.2.3 Joint Connections2.13.2.4 Aluminum Extrusions2.13.2.5 Aluminum Sandwich Panels2.13.2.6 Support Legs2.13.2.7 Periphery Seals2.13.2.8 Penetrations2.13.2.9 Manhole2.13.2.10 Grounding Cables2.13.2.11 Anti-Rotation Cable2.13.3 Sample Gauge Hatch2.13.4 Floating Seal and Re

    9、trieval Winch2.13.5 Mechanical Tape Level Gauge2.13.6 Venting2.13.6.1 Overflow/Circulation Vents2.13.6.2 Center Roof Vent2.13.7 Circumferential Stairway and Platforms2.13.8 Manhole Access Platforms2.13.9 Roof Perimeter Guardrail2.13.10 Internal Ladders2.13.11 Roof Manhole2.13.12 Emergency Vent2.13.1

    10、3 Roof Circulation Vent/Inspection Hatches2.13.14 Water Draw-Off System2.13.14.1 Basis of Design of Water Draw-Off System2.13.14.1.1 Detail Drawing2.13.15 Sidestream Filtration System2.13.15.1 Basis of Design of Sidestream Filtration System2.13.15.2 Detail Drawing2.13.16 Shell Manholes2.13.17 Scaffo

    11、ld Cable Support2.13.18 Antiseize Compound2.13.19 Channel Mounting2.13.20 AnchorsPART 3 EXECUTION3.1 SAFETY PRECAUTIONS3.2 API Std 653 INSPECTION REPORTS3.3 CONSTRUCTIONSECTION 33 56 13.13 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.3.1 A

    12、ccessibility3.3.2 Tank Erector Site Superintendent3.3.3 Floating Pan Superintendent3.3.4 Tank3.3.5 Roof Plate Seams3.3.5.1 Prohibition of Protective Coatings on Surfaces to be Welded3.3.6 Roof Supports3.3.7 Surface Finishing3.3.8 Tank Bottom To Foundation Seal3.3.9 Attachments3.3.10 Nozzles3.3.11 Ta

    13、nk Bottom Sump3.4 INSTALLATION OF INTERNAL FLOATING PAN3.5 END CONNECTIONS FOR EQUIPMENT, VALVES, PIPE, AND FITTINGS3.6 FIELD QUALITY CONTROL3.6.1 Tank Calibration Table3.6.1.1 Tank Calibration Method3.6.2 Weld Inspection3.6.3 Reports of Other Tests and Examinations3.6.4 Tightness Tests3.6.4.1 Penet

    14、rating Oil Test3.6.4.2 Vacuum Box Test of Tank Bottom3.6.4.3 Hydrostatic Test and Settlement During Fill Test3.6.5 Tank Bottom Puddle Test3.6.6 Fill Test and Related Miscellaneous Tests3.6.6.1 Fill Test3.6.7 Roof Puddle Test3.6.8 Retesting3.6.9 Maintenance Instructions3.6.10 Operator Instructions- E

    15、nd of Section Table of Contents -SECTION 33 56 13.13 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-33 56 13.13 (May 2012)-Preparing Activity: NAVFAC Superseding UFGS-33 56 13.13 (April 2006)UNIFIED FACILIT

    16、IES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2012*SECTION 33 56 13.13STEEL TANKS WITH FIXED ROOFS05/12*NOTE: This guide specification covers the requirements for design and installation of aboveground steel tanks with fixed cone roofs.Adhere to UFC 1-300-02 Unified Facil

    17、ities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new 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 ap

    18、propriate information.Remove information and requirements not required in respective project, whether 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: Tanks used to sto

    19、re products having a true vapor pressure less than 10.3 kPa 0.5 psi usually are not equipped with floating pans. This specification is however written generally based on JP-5 and JP-8 jet fuel and does contain requirements for a floating pan. Other products with a true vapor pressure greater than 10

    20、.3 kPa 0.5 psi, i.e. gasoline, may require additional fire protection provisions such as foam chambers which are not included in this specification.*NOTE: Earthwork, concrete work, piping, and other work in connection with the tanks should be included in the appropriate sections of the project speci

    21、fication or in a separate project specification.*SECTION 33 56 13.13 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*NOTE: The following information shall be shown on the project drawings:1. The extent of the work included in the project shoul

    22、d be indicated on drawings showing the site layout, location of outlets and inlets, water drawoff connection, manholes, other tank appurtenances, and other data required for design by the Contractor.2. If concrete foundation work is provided under a separate contract, Government work should include

    23、foundations, setting anchor bolts, concrete retaining ring, and other pertinent work such as sand for sand cushion, water for testing, and furnishing and installing any tank accessories not a part of this specification.*NOTE: This section is not intended for tanks with aluminum geodesic dome roofs.N

    24、OTE: This section is not intended to be used without Section 33 56 13.15 UNDERTANK INTERSTITIAL SPACE and Section 33 52 43.13 AVIATION FUEL PIPING or Section 33 52 43 AVIATION FUEL DISTRIBUTION (NON-HYDRANT). For piping, pipe fittings, flanges, gaskets, and bolting, refer to Section 33 52 43.13 AVIA

    25、TION FUEL PIPING or Section 33 52 43 AVIATION FUEL DISTRIBUTION (NON-HYDRANT).*PART 1 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 pa

    26、ragraph 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 Reference Article. Also use the Reference Wizards Check Reference feature to update the iss

    27、ue 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.*SECTION 33 56 13.13 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license f

    28、rom IHS-,-,-The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.AMERICAN IRON AND STEEL INSTITUTE (AISI)AISI E 1 (2011) Steel Plate Engineering Data Series - Design of Plate Structure

    29、s, Volumes I R 2007) Measurement and Calibration of Upright Cylindrical Tanks by the Manual Strapping MethodAPI MPMS 2.2B (1989; R 2007) Manual of Petroleum Measurement Standards Chapter 2: Tank Calibration - Section 2B: Calibration of Upright Cylindrical Tanks Using the Optical Reference Line Metho

    30、dAPI MPMS 2.2C (2002; R 2008) Manual of Petroleum Measurement Standards Chapter 2: Tank Calibration - Section 2C: Calibration of Upright Cylindrical Tanks Using the Optical Triangulation MethodAPI MPMS 2.2D (2003; R 2009) Manual of Petroleum Measurement Standards Chapter 2: Tank Calibration - Sectio

    31、n 2D: Calibration of Upright Cylindrical Tanks Using the Internal Electro-Optical Distance Ranging MethodAPI RP 2009 (2002; R 2007; 7th Ed) Safe Welding, Cutting, and Hot Work Practices in Refineries, Gasoline Plants, and Petrochemical PlantsAPI Std 2000 (2009) Venting Atmospheric and Low-Pressure S

    32、torage TanksAPI Std 650 (2007; Addendum 1 2008; Addendum 2 2009; Addendum 3 2011; Errata 2011) Welded Tanks for Oil StorageAPI Std 653 (2009; Addendum 1 2010; Addendum 2 2012) Tank Inspection, Repair, Alteration, and ReconstructionAMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)ASNT SNT-TC-1A (201

    33、1) Recommended Practice for Personnel Qualification and Certification in Nondestructive TestingSECTION 33 56 13.13 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-AMERICAN WELDING SOCIETY (AWS)AWS A5.10/A5.10M (1999; R 2007) Specification for B

    34、are Aluminum and Aluminum-Alloy Welding Electrodes and RodsAWS QC1 (2007) Standard for AWS Certification of Welding InspectorsASME INTERNATIONAL (ASME)ASME B16.11 (2011) Forged Fittings, Socket-Welding and ThreadedASME B16.5 (2009) Pipe Flanges and Flanged Fittings: NPS 1/2 Through NPS 24 Metric/Inc

    35、h StandardASME B16.9 (2007) Standard for Factory-Made Wrought Steel Buttwelding FittingsASME B31.3 (2010) Process PipingASME B73.1 (2001; R 2007) Specification for Horizontal End Suction Centrifugal Pumps for Chemical ProcessASME B73.2 (2003; R 2008) Specification for Vertical In-Line Centrifugal Pu

    36、mps for Chemical ProcessASTM INTERNATIONAL (ASTM)ASTM A123/A123M (2009) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel ProductsASTM A325 (2010) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile StrengthASTM A325M (2009) Sta

    37、ndard Specification for Structural Bolts, Steel, Heat Treated, 830 MPa Minimum Tensile Strength (Metric)ASTM A492 (1995; R 2009) Standard Specification for Stainless Steel Rope WireASTM B209 (2010) Standard Specification for Aluminum and Aluminum-Alloy Sheet and PlateASTM B209M (2010) Standard Speci

    38、fication for Aluminum and Aluminum-Alloy Sheet and Plate (Metric)ASTM B241/B241M (2010) Standard Specification for Aluminum and Aluminum-Alloy Seamless Pipe and Seamless Extruded TubeASTM B247 (2009) Standard Specification for Aluminum and Aluminum-Alloy Die Forgings, Hand SECTION 33 56 13.13 Page 7

    39、Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Forgings, and Rolled Ring ForgingsASTM B247M (2009) Standard Specification for Aluminum and Aluminum-Alloy Die Forgings, Hand Forgings, and Rolled Ring Forgings (Metric)ASTM E329 (2011c) Standard Specif

    40、ication for Agencies Engaged in the Testing and/or Inspection of Materials Used in ConstructionNACE INTERNATIONAL (NACE)NACE SP0178 (2007) Design, Fabrication, and Surface Finish Practices for Tanks and Vessels to be for Immersion ServiceNATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)NEMA MG 1

    41、(2011) Motors and GeneratorsNATIONAL FIRE PROTECTION ASSOCIATION (NFPA)NFPA 30 (2012; Errata 2011; Errata 2011) Flammable and Combustible Liquids CodeNFPA 70 (2011; Errata 2 2012) National Electrical CodeU.S. DEPARTMENT OF DEFENSE (DOD)MIL-DTL-5624 (2004; Rev U; Notice 1 2008) Turbine Fuel, Aviation

    42、, Grades JP-4 and JP-5MIL-DTL-83133 (2011; Rev H) Turbine Fuels, Aviation, Kerosene Type, JP-8 (NATO F-34), NATO F-35 and JP-8 + 100 (NATO F-37)MIL-PRF-23236 (2009; Rev D) Coating Systems for Ship StructuresU.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)29 CFR 1910.23 Guarding Floor and Wal

    43、l Openings and Holes29 CFR 1910.24 Fixed Industrial Stairs29 CFR 1910.27 Fixed Ladders1.2 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.The Guide Specificatio

    44、n technical editors have designated those items that require Government SECTION 33 56 13.13 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-approval, due to their complexity or criticality, with a “G“. Generally, other submittal items can be reviewed by the Contractors Quality Control System. Only add a “G” to an item, if the submittal is suffici


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