1、*USACE / NAVFAC / AFCESA / NASA UFGS-05 50 13 (May 2010)-Preparing Activity: NAVFAC SupersedingUFGS-05 50 00 (August 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION TABLE OF CONTENTSDIVISION 05 - METALSSECTION 05 50 13MISCELLANEOUS METAL FAB
2、RICATIONS05/10PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 QUALIFICATION OF WELDERS1.4 DELIVERY, STORAGE, AND PROTECTIONPART 2 PRODUCTS2.1 MATERIALS2.1.1 Structural Carbon Steel2.1.2 Structural Tubing2.1.3 Steel Pipe2.1.4 Fittings for Steel Pipe2.1.5 Gratings2.1.6 Floor Plates, Patterned2.1.7 Ancho
3、r Bolts2.1.7.1 Expansion Anchors Sleeve Anchors Adhesive Anchors2.1.7.2 Lag Screws and Bolts2.1.7.3 Toggle Bolts2.1.7.4 Bolts, Nuts, Studs and Rivets2.1.7.5 Powder Actuated Fasteners2.1.7.6 Screws2.1.7.7 Washers2.1.8 Aluminum Alloy Products2.2 FABRICATION FINISHES2.2.1 Galvanizing2.2.2 Galvanize2.2.
4、3 Repair of Zinc-Coated Surfaces2.2.4 Shop Cleaning and Painting2.2.4.1 Surface Preparation2.2.4.2 Pretreatment, Priming and Painting2.2.5 Nonferrous Metal Surfaces2.2.6 Aluminum Surfaces2.2.6.1 Surface Condition2.2.6.2 Aluminum Finishes2.3 ACCESS DOORS AND PANELSSECTION 05 50 13 Page 1Provided by I
5、HSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.4 CONTROL-JOINT COVERS2.5 CORNER GUARDS AND SHIELDS2.6 COVER PLATES AND FRAMES2.7 EXPANSION JOINT COVERS2.8 EXTRUDED FLOOR MAT FRAMES2.9 FLOOR GRATINGS AND ROOF WALKWAYS2.10 GAS-TIGHT MANHOLE COVER AND FRAME2.11 G
6、UARD POSTS (BOLLARDS/PIPE GUARDS)2.12 MISCELLANEOUS PLATES AND SHAPES2.13 SAFETY CHAINS2.14 SECURITY GRILLES2.15 STEEL PLATE WAINSCOTS FOR CONCRETE OR MASONRY COLUMNS2.16 STRUCTURAL STEEL DOOR FRAMES2.17 WHEEL GUARDS2.18 WINDOW AND DOOR GUARDS, DIAMOND-MESH TYPE2.19 WINDOW AND DOOR GUARDS, WOVEN WIR
7、E2.20 CHIMNEYS, VENTS, AND SMOKESTACKS2.21 CLEANOUT DOORS2.22 COAL-HOPPER DOORS2.23 DOWNSPOUT BOOTS2.24 FOUNDATION VENTS2.25 GUY CABLES2.26 WINDOW SUB-SILL2.27 WINDOW WELLSPART 3 EXECUTION3.1 GENERAL INSTALLATION REQUIREMENTS3.2 WORKMANSHIP3.3 ANCHORAGE, FASTENINGS, AND CONNECTIONS3.4 BUILT-IN WORK3
8、.5 WELDING3.6 FINISHES3.6.1 Dissimilar Materials3.6.2 Field Preparation3.6.3 Environmental Conditions3.7 ACCESS PANELS3.8 CONTROL-JOINT COVERS3.9 COVER PLATES AND FRAMES3.10 WHEEL GUARDS3.11 ROOF HATCH (SCUTTLES)3.12 INSTALLATION OF CHIMNEYS, VENTS, AND SMOKESTACKS3.13 DOOR GUARD FRAME3.14 INSTALLAT
9、ION OF GUARD POSTS (BOLLARDS/PIPE GUARDS)3.15 INSTALLATION OF DOWNSPOUT BOOTS3.16 RECESSED FLOOR FRAMES R 2006) Minimum Design Loads for Buildings and Other StructuresAMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)ASSE/SAFE A10.3 (2006) Operations - Safety Requirements for Powder Actuated Fastening
10、 SystemsAMERICAN WELDING SOCIETY (AWS)AWS D1.1/D1.1M (2008; Errata 2008) Structural Welding Code - SteelASME INTERNATIONAL (ASME)ASME B18.2.1 (1996; R 2005) Square and Hex Bolts and Screws (Inch Series)ASME B18.2.2 (1987; R 2005) Standard for Square and Hex NutsASME B18.21.1 (1999; R 2005) Lock Wash
11、ers (Inch Series)ASME B18.21.2M (1999; R 2005) Lock Washers (Metric Series)ASME B18.22.1 (1965; R 2008) Plain WashersASME B18.22M (1981; R 2005) Metric Plain WashersASME B18.6.2 (1998; R 2005) Slotted Head Cap Screws, Square Head Set Screws, and Slotted Headless Set Screws: Inch SeriesASME B18.6.3 (
12、2003; R 2008) Machine Screws and Machine Screw NutsASTM INTERNATIONAL (ASTM)ASTM A 123/A 123M (2009) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel ProductsASTM A 153/A 153M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel HardwareASTM A 283
13、/A 283M (2003; R 2007) Standard Specification for Low and Intermediate Tensile Strength Carbon Steel PlatesASTM A 307 (2007b) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile StrengthASTM A 36/A 36M (2008) Standard Specification for Carbon SECTION 05 50 13 Page 5Provided b
14、y IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Structural SteelASTM A 467/A 467M (2007) Standard Specification for Machine Coil and ChainASTM A 47/A 47M (1999; R 2009) Standard Specification for Steel Sheet, Aluminum-Coated, by the Hot-Dip ProcessASTM A 475 (
15、2003; R 2009e1) Standard Specification for Zinc-Coated Steel Wire StrandASTM A 48/A 48M (2003; R 2008) Standard Specification for Gray Iron CastingsASTM A 500/A 500M (2009) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and ShapesASTM A 53/A 53M (
16、2007) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessASTM A 653/A 653M (2009a) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip ProcessASTM A 687 (1993) Standard Specification for H
17、igh-Strength Nonheaded Steel Bolts and StudsASTM A 780/A 780M (2009) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized CoatingsASTM A 786/A 786M (2005; R 2009) Standard Specification for Hot-Rolled Carbon, Low-Alloy, High-Strength Low-Alloy, and Alloy Steel Floor Plate
18、sASTM A 924/A 924M (2009a) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip ProcessASTM B 108/B 108M (2008) Standard Specification for Aluminum-Alloy Permanent Mold CastingsASTM B 209 (2007) Standard Specification for Aluminum and Aluminum-Alloy Sheet a
19、nd PlateASTM B 209M (2007) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric)ASTM B 221 (2008) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and TubesSECTION 05 50 13 Page 6Provided by IHSNot for ResaleNo reproduction or netw
20、orking permitted without license from IHS-,-,-ASTM B 221M (2007) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)ASTM B 26/B 26M (2009) Standard Specification for Aluminum-Alloy Sand CastingsASTM C 1513 (2004; E 2009; R 2009) Standard Spe
21、cification for Steel Tapping Screws for Cold-Formed Steel Framing ConnectionsASTM D 1187 (1997; R 2002e1) Asphalt-Base Emulsions for Use as Protective Coatings for MetalASTM D 2047 (2004) Static Coefficient of Friction of Polish-Coated Floor Surfaces as Measured by the James MachineASTM E 488 (1996;
22、 R 2003) Standard Test Methods for Strength of Anchors in Concrete and Masonry ElementsASTM F 1267 (2007) Metal, Expanded, SteelASTM F 1679 (2004e1) Standard Test Method for Using a Variable Incidence TribometerMASTER PAINTERS INSTITUTE (MPI)MPI 79 (Oct 2009) Alkyd Anti-Corrosive Metal PrimerNATIONA
23、L ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)NAAMM MBG 531 (2000) Metal Bar Grating ManualNAAMM MBG 532 (2000) Heavy Duty Metal Bar Grating ManualNATIONAL FIRE PROTECTION ASSOCIATION (NFPA)NFPA 211 (2010) Standard for Chimneys, Fireplaces, Vents, and Solid Fuel-Burning AppliancesTHE SOC
24、IETY FOR PROTECTIVE COATINGS (SSPC)SSPC SP 3 (1982; E 2004) Power Tool CleaningSSPC SP 6/NACE No.3 (2007) Commercial Blast Cleaning1.2 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals re
25、quired for the project. Submittals should be kept to the minimum required for adequate quality control.A “G” following a submittal item indicates that the SECTION 05 50 13 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-submittal requires Gover
26、nment approval. Some submittals are already marked with 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 submi
27、ttals requiring Government approval on 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“ fo
28、r District Office (Engineering Division 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 Forc
29、e and NASA projects, or choose the second bracketed item for Army projects.*Government approval is required for submittals with a “G“ designation; submittals not having a “G“ designation are for information only.for Contractor Quality Control approval. When used, a designation following the “G“ desi
30、gnation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsFabrication drawings of structural steel door frames; G; G, _Access doors and panels, installation drawings; G; G, _Cover
31、plates and frames, installation drawings; G; G, _Expansion joint covers, installation drawings; G; G, _Floor gratings and roof walkways, installation drawings; G; G, _Wheel guards, installation drawings; G; G, _Windowand door guards, installation drawings; G; G, _Embedded angles and plates, installa
32、tion drawings; G; G, _Roof hatch; G; G, _Submit fabrication drawings showing layout(s), connections to structural system, and anchoring details as specified in AISC 303.SECTION 05 50 13 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Submit tem
33、plates, erection and installation drawings indicating thickness, type, grade, class of metal, and dimensions. Show construction details, reinforcement, anchorage, and installation with relation to the building construction.SD-03 Product DataAccess doors and panelsCover plates and framesControl-joint
34、 coversExpansion joint coversFloor gratings and roof walkwaysStructural steel door framesWheel guardsWindowand door guardsRoof hatchSD-04 SamplesExpansion joint coversControl-joint coversProvide full size samples , taken from manufacturers stock, and be complete as required for installation in the s
35、tructure. Samples may be installed in the work, provided each sample is clearly identified and its location recorded.1.3 QUALIFICATION OF WELDERS*NOTE: For jobs in Iceland, in lieu of AWS welders and inspectors, use “Technological Institute of Iceland“ certified welders and inspectors.*Qualify welde
36、rs in accordance with AWS D1.1/D1.1M. Use procedures, materials, and equipment of the type required for the work.1.4 DELIVERY, STORAGE, AND PROTECTIONProtect from corrosion, deformation, and other types of damage. Store items in an enclosed area free from contact with soil and weather. Remove and re
37、place damaged items with new items.PART 2 PRODUCTS*NOTE: Product selections should be based on esthetic values, reliability and cost. Delete alternate requirements where they occur.SECTION 05 50 13 Page 9Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-
38、,-*2.1 MATERIALS2.1.1 Structural Carbon SteelASTM A 36/A 36M.2.1.2 Structural TubingASTM A 500/A 500M.2.1.3 Steel PipeASTM A 53/A 53M, Type E or S, Grade B.2.1.4 Fittings for Steel PipeStandard malleable iron fittings ASTM A 47/A 47M.2.1.5 Gratingsa. Gray cast iron ASTM A 48/A 48M, Class 40.b. Metal
39、 plank grating, non-slip requirement, aluminum ASTM B 209M ASTM B 209, 6061-T6; steel ASTM A 653/A 653M, Z275 G90.c. Metal bar type grating NAAMM MBG 531NAAMM MBG 532.*NOTE: Use NAAM MBG 531 for gratings for pedestrian grates and use NAAM MBG 532 for vehicular grates not specified elsewhere.*2.1.6 F
40、loor Plates, PatternedFloor plate ASTM A 786/A 786M. Steel plate shall not be less than 1.9 mm 14 gage.2.1.7 Anchor BoltsASTM A 307. Where exposed, shall be of the same material, color, and finish as the metal to which applied.2.1.7.1 Expansion Anchors Sleeve Anchors Adhesive AnchorsProvide _mm _in.
41、 diameter expansion anchorssleeve anchorsadhesive anchors. Minimum concretemasonry embedment shall be _mm _in. Design values listed shall be as tested according to ASTM E 488.a. Minimum ultimateallowable pullout value shall be _kN _lb.b. Minimum ultimateallowable shear value shall be _kN _lb.SECTION
42、 05 50 13 Page 10Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.1.7.2 Lag Screws and BoltsASME B18.2.1, type and grade best suited for the purpose.2.1.7.3 Toggle BoltsASME B18.2.1.2.1.7.4 Bolts, Nuts, Studs and RivetsASME B18.2.2 and ASTM A 687 or
43、 ASTM A 307.2.1.7.5 Powder Actuated FastenersFollow safety provisions of ASSE/SAFE A10.3.2.1.7.6 ScrewsASME B18.2.1, ASME B18.6.2, ASME B18.6.3 and ASTM C 1513.2.1.7.7 WashersProvide plain washers to conform toASME B18.22M ASME B18.22.1. Provide beveled washers for American Standard beams and channe
44、ls, square or rectangular, tapered in thickness, and smooth. Provide lock washers to conform to ASME B18.21.2M ASME B18.21.1.2.1.8 Aluminum Alloy ProductsConform to ASTM B 209M ASTM B 209 for sheet plate, ASTM B 221M ASTM B 221 for extrusions and ASTM B 26/B 26M or ASTM B 108/B 108M for castings, as
45、 applicable. Provide aluminum extrusions at least 3 mm 1/8 inch thick and aluminum plate or sheet at least 1.3 mm 0.050 inch thick.2.2 FABRICATION FINISHES*NOTE: The Material Safety Data Sheets (MSDS) for coating materials shall show exclusion or replacement of the following materials as intended ingredients: asbestos, benzene, chromium compounds, coal tar, 2-ethoxyethanol and 2-methoxyethanol and their acetates, halogenated hydrocarbons, and lead compounds. The c
