1、*USACE / NAVFAC / AFCESA / NASA UFGS-05 72 00 9 February 2012)-Preparing Activity: NASA SupersedingUFGS-05 70 00 (May 2011)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated January 2012*SECTION TABLE OF CONTENTSDIVISION 05 - METALSSECTION 05 72 00DECORATIVE METAL SPE
2、CIALTIES02/12PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 QUALIFICATIONS FOR WELDING WORK1.4 DELIVERY, STORAGE, AND HANDLING1.5 FIELD MEASUREMENTSPART 2 PRODUCTS2.1 INSTALLATION MATERIALS2.1.1 Concrete Inserts2.1.2 Masonry Anchorage Devices2.1.3 Toggle Bolts2.1.4 Standard Bolts and Nuts2.1.5 Lag Bo
3、lts2.1.6 Machine Screws2.1.7 Wood Screws2.1.8 Plain Washers2.1.9 Lock Washers2.1.10 Welding Filler Metal2.2 METALS FOR FABRICATION2.2.1 Aluminum-Alloy Extrusions2.2.2 Aluminum-Alloy Sheets and Plates2.2.3 Aluminum-Alloy Castings2.2.4 Aluminum-Alloy Forgings2.2.5 Metals for Fasteners2.2.6 Shop Paint
4、for Aluminum2.3 ORNAMENTAL METAL ITEMS2.3.1 Aluminum Joint Cover Assemblies2.4 FABRICATION IN GENERAL2.4.1 Workmanship2.4.2 Holes for Other Work2.4.3 Protection of Aluminum from Dissimilar Materials2.4.4 Aluminum Finishes2.4.4.1 Preventative Maintenance and InspectionSECTION 05 72 00 Page 1Provided
5、by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-PART 3 EXECUTION3.1 GENERAL PROVISIONS3.2 ANCHORAGE DEVICES EMBEDDED IN OTHER CONSTRUCTION3.3 FASTENING TO CONSTRUCTION-IN-PLACE3.4 CUTTING AND FITTING3.5 SETTING MASONRY ANCHORAGE DEVICES3.6 WELDING PROCEDURES3
6、.7 THREADED CONNECTIONS3.8 CLEANING3.9 INSPECTION AND ACCEPTANCE PROVISIONS3.9.1 Finished Ornamental Metal Work Requirements3.9.2 Repair of Defective Work3.10 MAINTENANCE INSTRUCTIONS- End of Section Table of Contents -SECTION 05 72 00 Page 2Provided by IHSNot for ResaleNo reproduction or networking
7、 permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-05 72 00 9 February 2012)-Preparing Activity: NASA SupersedingUFGS-05 70 00 (May 2011)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated January 2012*SECTION 05 72 00DECORATIVE METAL SPECIALT
8、IES02/12*NOTE: This guide specification covers the requirements for decorative metal products used in building construction for architectural and decorative effects.In the project drawings include a complete design indicating the character of the work to be performed by providing the following:Locat
9、ion and details of each metal item, indicating dimensions, shapes and sizes of members, connections, finishes, and the relation to other building components.Anchorage and/or fastening devices embedded in other construction.Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format
10、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 appropriate information.Remove information
11、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).*PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to lis
12、t the SECTION 05 72 00 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-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 organizatio
13、n, 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 issue dates.References no
14、t 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 below form a part of this specification to the extent referenced. The publications are referred to within the
15、text by the basic designation only.ALUMINUM ASSOCIATION (AA)AA ADM (2010) Aluminum Design ManualAA ASM-35 (2000) Specifications for Aluminum Sheet Metal Work in Building Construction, Construction Manual Series Section 5AA DAF45 (2003; Reaffirmed 2009) Designation System for Aluminum FinishesAA PK-1
16、 (2009) Pink Sheets: Designations and Chemical Composition Limits for Aluminum Alloys in the Form of Castings R 2007) Specification for Aluminum and Aluminum-Alloy Electrodes for Shielded Metal Arc WeldingAWS D1.2/D1.2M (2008) Structural Welding Code - AluminumASME INTERNATIONAL (ASME)ASME B18.13 (1
17、996; Addenda A 1998; R 2008) Screw and Washer Assemblies - Sems (Inch Series)ASME B18.13.1M (20118) Screw and Washer Assemblies-SEMS (Metric Series)ASME B18.2.1 (2010) Square and Hex Bolts and Screws (Inch Series)ASME B18.2.2 (2010) Standard for Square and Hex NutsSECTION 05 72 00 Page 4Provided by
18、IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASME B18.2.3.8M (1981; R 2005) Metric Hex Lag ScrewsASME B18.2.4.1M (2002; R 2007) Metric Hex Nuts, Style 1ASME B18.21.1 (2009) Washers: Helical Spring-Lock, Tooth Lock, and Plain Washers (Inch Series)ASME B18.21.2
19、M (1999; R 2005) Lock Washers (Metric Series)ASME B18.22M (1981; R 2010) Metric Plain WashersASME B18.24 (2004; Addenda A 2006) Part Identifying Number (PIN) Code System Standard for B18 Fastener ProductsASME B18.3.3M (1986; R 2008) Hexagon Socket Head Shoulder Screws (Metric Series)ASME B18.6.1 (19
20、81; R 2008) Wood Screws (Inch Series)ASME B18.6.3 (2010) Machine Screws, Tapping Screws, and Machine Drive Screws (Inch Series)ASME B18.6.5M (2000; R 2010) Standard Specification for Metric Thread-Forming and Thread-Cutting Tapping ScrewsASME B18.6.7M (1999; R 2010) Metric Machine ScrewsASTM INTERNA
21、TIONAL (ASTM)ASTM A123/A123M (2009) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel ProductsASTM A153/A153M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel HardwareASTM A27/A27M (2010) Standard Specification for Steel Castings, Carbon, for G
22、eneral ApplicationASTM A283/A283M (2003; R 2007) Standard Specification for Low and Intermediate Tensile Strength Carbon Steel PlatesASTM A47/A47M (1999; R 2009) Standard Specification for Ferritic Malleable Iron CastingsASTM B209 (2010) Standard Specification for Aluminum and Aluminum-Alloy Sheet a
23、nd PlateASTM B209M (2010) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric)ASTM B211 (2003) Standard Specification for Aluminum and Aluminum-Alloy Bar, Rod, and WireASTM B211M (2003) Standard Specification for Aluminum SECTION 05 72 00 Page 5Provided by IHSNot for Resal
24、eNo reproduction or networking permitted without license from IHS-,-,-and Aluminum-Alloy Bar, Rod, and Wire (Metric)ASTM B221 (2008) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and TubesASTM B221M (2007) Standard Specification for Aluminum and Aluminum
25、-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)ASTM B247 (2009) Standard Specification for Aluminum and Aluminum-Alloy Die Forgings, Hand Forgings, and Rolled Ring ForgingsASTM B247M (2009) Standard Specification for Aluminum and Aluminum-Alloy Die Forgings, Hand Forgings, and Rolled
26、Ring Forgings (Metric)ASTM B26/B26M (2009) Standard Specification for Aluminum-Alloy Sand CastingsASTM B316/B316M (2010) Standard Specification for Aluminum and Aluminum-Alloy Rivet and Cold-Heading Wire and RodsASTM C514 (2004; R 2009e1) Standard Specification for Nails for the Application of Gypsu
27、m BoardASTM C636/C636M (2008) Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In PanelsASTM D1730 (2009) Standard Practices for Preparation of Aluminum and Aluminum-Alloy Surfaces for PaintingASTM D1752 (2004a; R 2008) Standard Specification for Pre
28、formed Sponge Rubber Cork and Recycled PVC ExpansionASTM G 71 (1981; R 2009) Standard Guide for Conducting and Evaluating Galvanic Corrosion Tests in ElectrolytesASTM G 82 (1998; R 2009) Standard Guide for Development and Use of a Galvanic Series for Predicting Galvanic Corrosion PerformanceTHE SOCI
29、ETY FOR PROTECTIVE COATINGS (SSPC)CS 23.00/AWS C2.23M/NACE #12 (2003) Specification for the Application of Thermal Spray Coatings (Metallizing) of Aluminum, Zinc, and Their Alloys and Composites for the Corrosion Protection of SteelSECTION 05 72 00 Page 6Provided by IHSNot for ResaleNo reproduction
30、or networking permitted without license from IHS-,-,-SSPC PA 1 (2000; E 2004) Shop, Field, and Maintenance Painting of SteelSSPC PS 11.01 (1982; E 2004) Black (or Dark Red) Coal Tar Epoxy Polyamide Painting SystemU.S. GENERAL SERVICES ADMINISTRATION (GSA)CID A-A-344 (Rev B; Notice 1) Lacquer (Clear
31、Gloss)1.2 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 Specification technical editors have designated those items that require Government approval
32、, 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 sufficiently important or complex in context of the project.For submittals requiring Government approval on
33、 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 using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Divisio
34、n 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 Navy, Air Force, and NASA projects.Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the sec
35、ond bracketed item 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 wil
36、l review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-01 Preconstruction SubmittalsExisting Conditions; G; G, _SD-02 Shop DrawingsOrnamental Metal Items; G; G, _SECTION 05 72 00 Page 7Provided by IHSNot for ResaleNo reproduction o
37、r networking permitted without license from IHS-,-,-Installation Drawings; G; G, _Shop and Field Connections; G; G, _Construction Details; G; G, _SD-03 Product DataInstallation Materials; G; G, _Metals for Fabrication; G; G, _Ornamental Metal Items; G; G, _SD-04 SamplesManufacturers Standard Color C
38、harts; G; G, _Shop Paint; G; G, _Finish Paint; G; G, _Aluminum Finishes; G; G, _Anchorage Devices and Fasteners; G; G, _Architectural Metal Items; G; G, _SD-06 Test ReportsWelding Tests; G; G, _SD-07 CertificatesWelding Procedures; G; G, _Ornamental Metal Items; G; G, _Welder Qualifications; G; G, _
39、SD-08 Manufacturers InstructionsCleaning Materials; G; G, _Preventative Maintenance and Inspection; G; G, _Maintenance Instructions; G; G, _Application Methods; G; G, _1.3 QUALIFICATIONS FOR WELDING WORK*NOTE: If Section 05 14 00.13 WELDING STRUCTURAL ALUMINUM FRAMING is not included in the project
40、specification, applicable requirements thereof should be inserted and the following paragraph deleted.SECTION 05 72 00 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-* Section 05 14 00.13 WELDING STRUCTURAL ALUMINUM FRAMING applies to work spe
41、cified in this section.Submit Welding Procedures and Welding Tests in accordance with AWS D1.2/D1.2M. Prepare all Test specimens in the presence of Contracting Officer and have specimens tested by an approved testing laboratory at the Contractors expense.Submit Certification of Welder Qualifications
42、 by tests in accordance with AWS D1.2/D1.2M. In addition, perform test on trail pieces in positions and with clearances equivalent to those actually encountered during construction. If a test weld fails to meet the requirements, complete an immediate retest of two test welds. Failure in either of th
43、e two immediate retests mandates the welder be retested after further practice or training, and provide a complete new set of tests welds.1.4 DELIVERY, STORAGE, AND HANDLINGStore all Architectural metal items off the ground on clean raised platforms or pallets one level high in dry locations with ad
44、equate ventilation, such as an enclosed building or closed trailer.Keep materials free from dirt and grease and protected from corrosion.Store packaged materials in their original, unbroken containers in a dry area, until ready for installation.1.5 FIELD MEASUREMENTSRecords of Existing Conditions ma
45、y be provided by the Contracting Officer prior to the start of work. Submit survey data showing Existing Conditions prior to preparation of shop drawings and fabrication.PART 2 PRODUCTS2.1 INSTALLATION MATERIALSSubmit manufacturers catalog data for the following items listing all ornamental metal accessories
