ARMY UFGS-12 93 00-2009 SITE FURNISHINGS《现场家具陈设》.pdf

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1、*USACE / NAVFAC / AFCESA / NASA UFGS-12 93 00 (February 2009)-Preparing Activity: USACE SupersedingUFGS-12 93 00 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated January 2009*SECTION TABLE OF CONTENTSDIVISION 12 - FURNISHINGSSECTION 12 93 00SITE FURNISHI

2、NGS02/09PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 QUALITY ASSURANCE1.3.1 Fabrication Drawings1.3.2 Installation Drawings1.3.3 Assembly Instruction Drawings1.3.4 Primer Certificate1.3.5 Powder Coatings Certificate1.4 DELIVERY, STORAGE, AND HANDLINGPART 2 PRODUCTS2.1 MATERIALS2.1.1 Metals2.1.2 Str

3、uctural Tubing2.1.3 Steel Pipe and Fittings2.1.4 Gray Cast Iron2.1.5 Cast Aluminum2.1.6 Aluminum Alloy Products2.1.7 Anchors and Hardware2.1.7.1 Threaded Inserts and Expansion Anchors2.1.7.2 Lag Screws and Bolts2.1.7.3 Toggle Bolts2.1.7.4 Bolts, Nuts, Studs and Rivets2.1.7.5 Power Driven Fasteners2.

4、1.7.6 Screws2.1.7.7 Washers2.1.8 Ounce Metals2.1.9 Concrete2.1.10 Masonry2.1.11 Tempered Glass2.1.12 Plastics2.1.12.1 Extruded Acrylic Sheet2.1.12.2 Cast Acrylic SheetSECTION 12 93 00 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.1.13 Lumbe

5、r2.1.13.1 Moisture Content2.1.13.2 Treatment2.1.13.3 Wood Seats and Table Tops2.1.14 Fiberglass2.2 PRETREATMENT, PRIMING AND PAINTING2.2.1 Nonferrous Metal Surfaces2.2.2 Aluminum Surfaces2.3 COATINGS AND FINISHES2.3.1 Galvanizing2.3.2 Polyester Powder2.3.3 Polyvinyl-Chloride (PVC)2.3.4 Finish2.3.4.1

6、 Wood Sealants2.3.4.2 Paint2.3.4.3 Color2.4 SITE STANDARDS2.5 BENCHES AND CHAIRS2.5.1 Precast Units2.5.1.1 Glass Fiber Reinforced Concrete (GFRC) Units2.5.1.2 Precast Concrete/Cast Stone Units2.5.2 Wood Units2.5.2.1 Support Pedestals2.5.2.2 Steel Arms2.5.3 Fiberglass Benches2.5.4 Steel Units2.5.4.1

7、Perforated Steel2.5.4.2 All-Welded Wire2.5.5 Aluminum Units2.5.6 Accessoriess2.5.7 Fasteners2.5.8 Anchoring Brackets2.6 BICYCLE RACKS2.6.1 Metal Pipe Bicycle Racks2.6.2 Precast Concrete Bicycle Rack2.7 BOLLARDS2.8 PLANTERS WASTE RECEPTACLES ASH RECEPTACLES2.8.1 Glass Fiber Reinforced Concrete (GFRC)

8、 Precast2.8.1.1 Materials2.8.1.2 Finishes2.8.2 Precast Concrete/Cast Stone Planters2.8.3 Wood Planters2.8.4 Wood Planters with Metal Frames2.8.5 Fiberglass Planters Waste Receptacles Ash Receptacles2.8.6 Metal Planters Waste Receptacle2.9 SHELTERS2.9.1 Framing Systems2.9.2 Roof Panels Decking2.9.3 G

9、lazing2.10 TABLES2.10.1 Precast Concrete Tables2.10.2 Fiberglass Tables2.10.3 Perforated Steel Tables2.10.4 Wood Tables2.11 TREE GRATESPART 3 EXECUTION3.1 CHILDRENS PLAY AREASSECTION 12 93 00 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.2

10、INSTALLATION3.2.1 Assembly and Erection of Components3.2.2 Anchorage, Fastenings, and Connections3.3 WELDING3.4 TESTING3.5 FINISHES3.5.1 Field Finishes3.5.2 Repair of Zinc-Coated Surfaces3.6 BOLLARDS3.7 BICYCLE RACKS3.8 SHELTERS3.8.1 Glazing3.8.2 Roof3.9 RESTORATION AND CLEAN UP3.9.1 Clean Up3.9.2 P

11、rotection3.9.3 Disposal of Materials3.10 RE-INSTALLATION- End of Section Table of Contents -SECTION 12 93 00 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-12 93 00 (February 2009)-Preparing Activity: USACE

12、 SupersedingUFGS-12 93 00 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated January 2009*SECTION 12 93 00SITE FURNISHINGS02/09*NOTE: This guide specification covers the requirements for miscellaneous site and street furniture and furnishings including she

13、lters.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 not brackets are present.C

14、omments 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 to a UFGS should be submitt

15、ed as a Criteria Change Request (CCR).*PART 1 GENERAL*NOTE: Units of work normally included in this section require specific fabrication to meet the desired project requirements. The Key Word Index of the CSI “Masterformat“ should be consulted for the proper location of most items.The following info

16、rmation will be shown on the drawings:1. Location and configuration of all furniture and furnishings.2. All sizes and dimensions.SECTION 12 93 00 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3. Special fastenings, attachments or anchoring.4.

17、 Location and size of expansion shields larger than 10 mm (3/8 inch) in diameter.5. Location of products to be galvanized.6. Connection details, other than manufacturers standard.*1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The p

18、ublications 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 Reference feature when you add a RID outside of the Sections Reference Article to automatically place the reference in the Refe

19、rence 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 section of the project specification when you choose to reconcile references in the publish print process.*The publications listed b

20、elow form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.ALUMINUM ASSOCIATION (AA)AA DAF-45 (2003) Designation System for Aluminum FinishesAMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)AAMA 611 (1998) Vol

21、untary Specification for Anodized Architectural AluminumAMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)AISC 303 (2005) Code of Standard Practice for Steel Buildings and BridgesAISC 360 (2005) Specification for Structural Steel Buildings, with CommentaryAMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC

22、)AITC A190.1 (2002) Structural Glued Laminated TimberSECTION 12 93 00 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)ASSE/SAFE A10.3 (2006) Operations - Safety Requirements for Powder Actuated Fa

23、stening SystemsAMERICAN WELDING SOCIETY (AWS)AWS D1.1/D1.1M (2008) Structural Welding Code - SteelAMERICAN WOOD PROTECTION ASSOCIATION (AWPA)AWPA C1 (2003) All Timber Products - Preservative Treatment by Pressure ProcessesAWPA C9 (2003) Plywood - Preservative Treatment by Pressure ProcessesAWPA M2 (

24、2001) Standard for Inspection of Treated Wood ProductsASME INTERNATIONAL (ASME)ASME B18.2.1 (1996; Addenda A 1999; Errata 2003; 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 Washers (Inch Series)ASME

25、 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 (2003; R 2008) Machine

26、 Screws and Machine Screw NutsASTM INTERNATIONAL (ASTM)ASTM A 123/A 123M (2008) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel ProductsASTM A 153/A 153M (2005) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel HardwareASTM A 185/A 185M (2007) Standa

27、rd Specification for Steel Welded Wire Reinforcement, Plain, for ConcreteSECTION 12 93 00 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM A 307 (2007b) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile StrengthAST

28、M A 36/A 36M (2008) Standard Specification for Carbon Structural SteelASTM A 47/A 47M (1999; R 2004) Standard Specification for Steel Sheet, Aluminum-Coated, by the Hot-Dip ProcessASTM A 48/A 48M (2003; R 2008) Standard Specification for Gray Iron CastingsASTM A 500/A 500M (2007) Standard Specificat

29、ion for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and ShapesASTM A 501 (2007) Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural TubingASTM A 53/A 53M (2007) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welde

30、d and SeamlessASTM A 615/A 615M (2008b) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementASTM A 653/A 653M (2008) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip ProcessASTM A 780 (2001;

31、 R 2006) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized CoatingsASTM B 108/B 108M (2008) Standard Specification for Aluminum-Alloy Permanent Mold CastingsASTM B 209 (2007) Standard Specification for Aluminum and Aluminum-Alloy Sheet and PlateASTM B 209M (2007) Stand

32、ard 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 TubesASTM B 221M (2007) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profil

33、es, and Tubes (Metric)ASTM B 26/B 26M (2005) Standard Specification for Aluminum-Alloy Sand CastingsSECTION 12 93 00 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM B 429/B 429M (2006) Standard Specification for Aluminum-Alloy Extruded Str

34、uctural Pipe and TubeASTM B 62 (2002) Standard Specification for Composition Bronze or Ounce Metal CastingsASTM C 1048 (2004) Standard Specification for Heat-Treated Flat Glass - Kind HS, Kind FT Coated and Uncoated GlassASTM C 150 (2007) Standard Specification for Portland CementASTM C 260 (2006) S

35、tandard Specification for Air-Entraining Admixtures for ConcreteASTM C 33 (2007) Standard Specification for Concrete AggregatesASTM C 94/C 94M (2007) Standard Specification for Ready-Mixed ConcreteASTM C 979 (2005) Pigments for Integrally Colored ConcreteASTM D 1187 (1997; R 2002e1) Asphalt-Base Emu

36、lsions for Use as Protective Coatings for MetalASTM D 2990 (2001) Tensile, Compressive, and Flexural Creep and Creep-Rupture of PlasticsASTM D 3451 (2006) Testing Coating Powders and Powder CoatingsASTM D 4060 (2007) Abrasion Resistance of Organic Coatings by the Taber AbraserASTM D 4802 (2002) Poly

37、(Methyl Methacrylate) Acrylic Plastic SheetASTM D 648 (2007) Deflection Temperature of Plastics Under Flexural Load in the Edgewise PositionASTM E 488 (1996; R 2003) Standard Test Methods for Strength of Anchors in Concrete and Masonry ElementsASTM F 1487 (2007ae1) Playground Equipment for Public Us

38、eNATIONAL HARDWOOD LUMBER ASSOCIATION (NHLA)NHLA Rules (2003) Rules for the Measurement E 2004) Paint Specification No. 25Zinc Oxide, Alkyd, Linseed Oil Primer for Use Over Hand Cleaned Steel Type I and Type IIU.S. GENERAL SERVICES ADMINISTRATION (GSA)FS A-A-1925 (Rev A; Notice 1) Shield, Expansion

39、(Nail Anchors)WEST COAST LUMBER INSPECTION BUREAU (WCLIB)WCLIB 17 (2000) Standard Grading RulesWESTERN WOOD PRODUCTS ASSOCIATION (WWPA)WWPA G-5 (1998) Western Lumber Grading Rules1.2 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the

40、following list to reflect only the submittals required for the project. Submittals should be kept to the minimum required for adequate quality control.A “G” following a submittal item indicates that the submittal requires Government approval. Some submittals are already marked with a “G”. Only delet

41、e 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, a code of up to thr

42、ee characters within SECTION 12 93 00 Page 9Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-the submittal tags may be used following the “G“ designation to indicate the approving authority. Codes for Army projects using the Resident Management System

43、 (RMS) are: “AE“ for Architect-Engineer; “DO“ for 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.Ch

44、oose the first bracketed item for Navy, Air Force 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 Contractor Quality Control approval. information only. Wh

45、en used, a designation following the “G“ designation 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 DrawingsBenches and Chairs; G; G, _Tables; G; G, _Shelters; G; G, _Bicycle Racks; G; G, _Planters; G; G, _Bollards; G; G, _Tree Grates; G; G, _Assembly Instruction DrawingsDrawings sh