1、*USACE / NAVFAC / AFCEC / NASA UFGS-21 13 00.00 40 (August 2013)-Preparing Activity: NASA SupersedingUFGS-21 13 00.00 40 (August 2010)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2013*SECTION TABLE OF CONTENTSDIVISION 21 - FIRE SUPPRESSIONSECTION 21 13 00.0
2、0 40FIRE-SUPPRESSION SPRINKLER SYSTEMS08/13PART 1 GENERAL1.1 REFERENCES1.2 ADMINISTRATIVE REQUIREMENTS1.3 SUBMITTALS1.4 PREDICTIVE TESTING AND INSPECTION TECHNOLOGY REQUIREMENTSPART 2 PRODUCTS2.1 SYSTEM DESCRIPTION2.2 EQUIPMENT2.2.1 Underground Piping Materials2.2.1.1 Type Cast Iron Water Pipe2.2.1.
3、2 Type Ductile Iron Water Pipe2.2.2 Aboveground Piping Materials2.2.2.1 Type BCS - Black Carbon Steel2.2.2.2 Type GCS - Galvanized Carbon Steel2.2.3 Supporting Elements2.2.3.1 Building-Structure Attachments2.2.3.2 Horizontal-Pipe Attachments2.2.3.3 Vertical-Pipe Attachments2.2.3.4 Hanger Rods and Fi
4、xtures2.2.3.5 Supplementary Steel2.2.4 Fire-Department Connections2.2.4.1 Wall Siamese2.2.4.2 Sidewalk Siamese2.2.4.3 Wall Hydrant2.2.4.4 Roof Manifold2.2.4.5 Fire Hydrants2.2.5 Riser Alarm Equipment2.2.5.1 Wet-Pipe Alarm Check Valve2.2.5.2 Standard Check Valve2.2.5.3 Dry-Pipe Alarm Check Valve2.2.5
5、.4 Water-Flow Alarm Device2.2.6 Dry-Pipe Maintenance Air2.2.6.1 Independent SourceSECTION 21 13 00.00 40 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.2.6.2 Continuous Source2.2.6.3 Retard Orifice2.2.7 Standpipe Equipment and Fire Hose Cabi
6、net Stations2.2.7.1 Fire Hose Cabinet Stations2.2.7.2 Firehose Racks and Hoses2.2.7.3 Standpipe-Mounted Hose Racks and Hoses2.2.7.4 Hose Reels and Hoses2.2.7.5 Standpipe Valve2.2.7.6 Fire-Hose Cabinet2.2.8 Sprinkler Heads2.2.8.1 Head Types2.2.8.2 Temperature Rating2.2.8.3 Spares2.2.8.4 Head Protecti
7、on2.2.9 Valves2.2.9.1 Post Indicator Valve Assembly (PIV)2.2.9.2 Fire-Hydrant Service Valves2.2.9.3 Valve Boxes2.2.9.4 Aboveground Valves2.2.10 Painting2.3 MATERIALS2.3.1 Bituminous Coating2.3.2 Bolting2.3.3 Elastomer Caulk2.3.4 Escutcheons2.3.5 Flashing2.3.5.1 Lead2.3.5.2 Copper2.3.6 Flange Gaskets
8、2.3.7 Pipe-Thread CompoundsPART 3 EXECUTION3.1 PREPARATION3.1.1 Painting3.2 INSTALLATION3.2.1 Underground Piping Installation3.2.1.1 Cast Iron and Ductile Iron Pipe Construction Tolerances3.2.1.2 Fire Hydrants3.2.1.3 Valve Boxes3.2.1.4 Thrust Blocks3.2.2 Aboveground Piping-Systems Installation3.2.3
9、Sound Stopping3.2.4 Sleeves3.2.5 Escutcheons3.2.6 Flashings3.2.7 Electrical Work3.3 FIELD QUALITY CONTROL3.3.1 Fire-Protection System Identification3.3.1.1 Diagrams3.3.1.2 Metal Tags3.3.1.3 Service Labeling3.3.2 Branch-Line Testers3.3.3 System Testing3.3.4 Test Gages3.3.5 Pneumatic Testing3.3.6 Test
10、 and Acceptable Criteria3.4 ADJUSTING AND CLEANING3.5 PROTECTIONSECTION 21 13 00.00 40 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.5.1 Disinfection- End of Section Table of Contents -SECTION 21 13 00.00 40 Page 3Provided by IHSNot for Res
11、aleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCEC / NASA UFGS-21 13 00.00 40 (August 2013)-Preparing Activity: NASA SupersedingUFGS-21 13 00.00 40 (August 2010)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2013*S
12、ECTION 21 13 00.00 40FIRE-SUPPRESSION SPRINKLER SYSTEMS08/13*NOTE: This guide specification covers the requirements for wet and dry fire protection sprinkler systems, hydrants, standpipe equipment, and firehose stations.Drawings should include the following:Data on subsurface soil conditionsLocation
13、 and invert elevations of existing obstructions on the ground surface and existing underground structures and utilities that are to be avoided during construction or are required to be plugged and abandoned or demolished and removedInvert elevations of all work to be connected to size, type, and ext
14、ent of selected conduitTypical cross-section for each nonspecified trench, bedding, and backfill condition, indicating conduit, bedding, and backfill materialLocation of soil storage areas and spoil areas on government property where disposal of excess and waste material is permittedTypical riser de
15、tailsAreas to be sprinkled, hazard by class, temperature setting of heads, ceiling type, height, and any other special design criteriaExisting alarm-system connectionsProper utilization and coordination of symbols, legends, or codes for various materials and classed conditions as provided in the spe
16、cificationsAdhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project SECTION 21 13 00.00 40 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-specification
17、 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 or not brackets are pres
18、ent.Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL*NOTE: If Section 23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS is not included in the project specification, app
19、licable requirements therefrom should be inserted and the following paragraph deleted.*Section 23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS applies to work specified in this section.1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the g
20、uide specification. The publications 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
21、the reference in the Reference 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.*
22、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)AISC/AISI 121 (2004) Standard Definitions for Use in the Design of Steel StructuresSECTION
23、21 13 00.00 40 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-AMERICAN WATER WORKS ASSOCIATION (AWWA)AWWA C104/A21.4 (2008; Errata 2010) Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for WaterAWWA C110/A21.10 (2012) Ductile-Iron and
24、Gray-Iron Fittings for WaterAWWA C111/A21.11 (2012) Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and FittingsAWWA C151/A21.51 (2009) Ductile-Iron Pipe, Centrifugally Cast, for WaterASME INTERNATIONAL (ASME)ASME A112.18.1/CSA B125.1 (2012) Plumbing Supply FittingsASME B16.1 (2010) Gray Iron Pi
25、pe Flanges and Flanged Fittings Classes 25, 125, and 250ASME B16.3 (2011) Malleable Iron Threaded Fittings, Classes 150 and 300ASME B16.34 (2013) Valves - Flanged, Threaded and Welding EndASME B16.39 (2009) Standard for Malleable Iron Threaded Pipe Unions; Classes 150, 250, and 300ASME B16.4 (2011)
26、Standard for Gray Iron Threaded Fittings; Classes 125 and 250ASME B16.9 (2012) Standard for Factory-Made Wrought Steel Buttwelding FittingsASME B31.1 (2012; INT 2-6, 8-10, 13, 15, 17-25, 27-31 and 42-46) Power PipingASTM INTERNATIONAL (ASTM)ASTM A1008/A1008M (2012a) Standard Specification for Steel,
27、 Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake HardenedASTM A126 (2004; R 2009) Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe FittingsASTM A135/A135M (2009) Standard Spe
28、cification for Electric-Resistance-Welded Steel PipeASTM A183 (2003; R 2009) Standard Specification for Carbon Steel Track Bolts and NutsSECTION 21 13 00.00 40 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM A197/A197M (2000; R 2011) Stand
29、ard Specification for Cupola Malleable IronASTM A234/A234M (2011a) Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature ServiceASTM A307 (2012) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile StrengthASTM A53
30、/A53M (2012) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessASTM A563 (2007a) Standard Specification for Carbon and Alloy Steel NutsASTM A563M (2007) Standard Specification for Carbon and Alloy Steel Nuts (Metric)ASTM A568/A568M (2013) Standard Specific
31、ations for Steel, Sheet, Carbon, Structural, and High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, General Requirements forASTM B370 (2012) Standard Specification for Copper Sheet and Strip for Building ConstructionASTM B749 (2003; R 2009) Standard Specification for Lead and Lead Alloy Strip, Sh
32、eet and Plate ProductsASTM C592 (2012) Standard Specification for Mineral Fiber Blanket Insulation and Blanket-Type Pipe Insulation (Metal-Mesh Covered) (Industrial Type)ASTM C920 (2011) Standard Specification for Elastomeric Joint SealantsASTM D2000 (2012) Standard Classification System for Rubber
33、Products in Automotive ApplicationsFM GLOBAL (FM)FM APP GUIDE (updated on-line) Approval Guide http:/ ORGANIZATION FOR STANDARDIZATION (ISO)ISO 898-1 (2013) Mechanical Properties of Fasteners Made of Carbon Steel and Alloy Steel Part 1: Bolts, Screws and Studs with Specified Property Classes Coarse
34、Thread and Fine Pitch ThreadSECTION 21 13 00.00 40 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY (MSS)MSS SP-58 (2009) Pipe Hangers and Supports - Materials, Design and
35、Manufacture, Selection, Application, and InstallationNATIONAL AERONAUTICS AND SPACE ADMINISTRATION (NASA)RCBEA GUIDE (2004) NASA Reliability Centered Building and Equipment Acceptance GuideNATIONAL FIRE PROTECTION ASSOCIATION (NFPA)NFPA 13 (2013) Standard for the Installation of Sprinkler SystemsNFP
36、A 13E (2010) Recommended Practice for Fire Department Operations in Properties Protected by Sprinkler and Standpipe SystemsNFPA 14 (2013) Standard for the Installation of Standpipes and Hose SystemsNFPA 1961 (2013) Standard on Fire HoseNFPA 1963 (2009; Errata 09-1) Standard for Fire Hose Connections
37、NFPA 24 (2013) Standard for the Installation of Private Fire Service Mains and Their AppurtenancesNFPA 291 (2013) Recommended Practice for Fire Flow Testing and Marking of HydrantsNFPA 70 (2011; Errata 2 2012) National Electrical CodeU.S. DEPARTMENT OF DEFENSE (DOD)MIL-C-18480 (1982; Rev B; Notice 2
38、 2009) Coating Compound, Bituminous, Solvent, Coal-Tar BaseMIL-STD-101 (1970; Rev B) Color Code for Pipelines Notice 1) Colors Used in Government ProcurementFS FF-S-325 (Basic; Int Amd 3; Notices 3, 4) Shield, Expansion; Nail, Expansion; and Nail, Drive Screw (Devices, Anchoring, Masonry)FS WW-P-421
39、 (Rev D; Notice 1) Pipe, Cast, Gray and SECTION 21 13 00.00 40 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Ductile Iron, Pressure (For Water and Other Liquids)UNDERWRITERS LABORATORIES (UL)UL 19 (2001; Reprint Jun 2008) Lined Fire Hose and
40、Hose AssembliesUL 6 (2007; reprint Nov 2010) Electrical Rigid Metal Conduit-Steel1.2 ADMINISTRATIVE REQUIREMENTSConduct a survey of the work area. Submit a record of existing conditions showing the results of the survey of work area conditions and features of existing structures and facilities withi
41、n and adjacent to the jobsite. Commencement of work constitutes acceptance of existing conditions.1.3 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
42、Specification technical editors have designated those items that require Government 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 sufficiently im
43、portant or complex in context of the project.For submittals 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
44、System (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 proje
45、cts.Choose 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.for information only. When used, a designation following the “G“ designation identifies the office that will review the submittal for the Government. Submit the following in
