1、*USACE / NAVFAC / AFCESA UFGS-05 30 00 (November 2011)-Preparing Activity: NAVFAC Superseding UFGS-05 30 00 (May 2010)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2011*SECTION TABLE OF CONTENTSDIVISION 05 - METALSSECTION 05 30 00STEEL DECKS11/11PART 1 GE
2、NERAL1.1 REFERENCES1.2 SUBMITTALS1.3 QUALITY ASSURANCE1.3.1 Deck Units1.3.2 Certification of Powder-Actuated Tool Operator1.3.3 Qualifications for Welding Work1.3.4 Regulatory Requirements1.3.4.1 Fire Safety1.3.4.2 Wind Storm Resistance1.3.5 Fabrication Drawings1.4 DELIVERY, STORAGE, AND HANDLING1.5
3、 DESIGN REQUIREMENTS FOR ROOF DECKS1.5.1 Properties of Sections1.5.2 Allowable LoadsPART 2 PRODUCTS2.1 MATERIALS2.1.1 Steel Sheet2.1.2 Steel Coating2.1.3 Mixes2.1.3.1 Galvanizing Repair Paint for Floor Decks2.1.4 Galvanized Steel Angles for Roof Decks2.1.5 Joint Sealant Material for Roof Decks2.1.6
4、Galvanizing Repair Paint for Roof Decks2.1.7 Flexible Closure Strips for Roof Decks2.1.8 Sound Absorbing Material2.2 ACCESSORIES2.2.1 Adjusting Plates2.2.2 End Closures2.2.3 Partition Closures2.2.4 Closure Plates for Composite Deck2.2.5 Sheet Metal Collar2.2.6 Cover PlatesSECTION 05 30 00 Page 1Prov
5、ided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.2.7 Roof Sump Pans2.2.8 Column Closures2.2.9 Access Hole Covers2.2.10 Hanger2.2.11 Shear Connectors2.2.12 Mechanical Fasteners2.2.13 Miscellaneous Accessories2.3 FABRICATION2.3.1 Deck Units2.3.1.1 Cellula
6、r Metal Floor Deck Units2.3.2 Open Beam, Metal Floor Deck Units2.3.3 Length of Floor Deck Units2.3.4 Roof Deck2.3.4.1 Cant Strips for Roof Decks2.3.4.2 Ridge and Valley Plates for Roof Decks2.3.4.3 Metal Closure Strips for Roof Decks2.3.5 Form Deck2.3.6 Composite Deck2.3.7 Acoustical Steel Deck2.3.8
7、 Venting2.3.9 Shop Priming2.3.10 Touch-Up PaintPART 3 EXECUTION3.1 EXAMINATION3.2 INSTALLATION3.2.1 Attachment3.2.1.1 Welding3.2.1.2 Fastening3.2.1.3 Fastening Floor Deck Units3.2.2 Openings3.2.3 Deck Damage3.2.4 Accessory Installation3.2.4.1 Adjusting Plates3.2.4.2 End Closures3.2.4.3 Closures Abov
8、e Partitions3.2.4.4 Cover Plates3.2.4.5 Column Closures3.2.4.6 Access Hole Covers3.2.4.7 Hangers3.2.5 Sound Absorbing Material3.2.6 Concrete Work3.2.7 Preparation of Fire-Proofed Surfaces3.3 JOINT SEALING FOR ROOF DECKS3.4 ROOF SUMP PANS3.5 CANT STRIPS FOR ROOF DECKS3.6 RIDGE AND VALLEY PLATES FOR R
9、OOF DECKS3.7 CLOSURE STRIPS FOR ROOF DECKS3.8 ROOF INSULATION SUPPORT FOR ROOF DECKS3.9 CLEANING AND PROTECTION FOR ROOF DECKS3.10 FIELD QUALITY CONTROL3.10.1 Decks Not Receiving Concrete- End of Section Table of Contents -SECTION 05 30 00 Page 2Provided by IHSNot for ResaleNo reproduction or networ
10、king permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA UFGS-05 30 00 (November 2011)-Preparing Activity: NAVFAC Superseding UFGS-05 30 00 (May 2010)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2011*SECTION 05 30 00STEEL DECKS11/11*NOTE: Thi
11、s guide specification covers the requirements for steel floor and roof decks, including accessories.Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification sections. Edit this guide specificati
12、on 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.Comments, suggestions and recommen
13、ded changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*NOTE: Determine which roof areas on the structure are considered by the structural engineer as functioning as diaphragms for the lateral force resisting system.Composite decks and diaphra
14、gm acting decks, including connections, should be designed by the structural engineer according to the Steel Deck Institute. Refer to the International Building Code (ICC IBC) and ICC-ES Evaluation Service Reports (ESR) based on AC43, Acceptance Criteria for Steel Deck Roof and Floor Systems, includ
15、ing diaphragm decks in seismic areas.All connections must be shown. Drawings must show wind uplift loads for roof joist design in addition to the items listed below.For non-diaphragm acting, non-composite decks, the SECTION 05 30 00 Page 3Provided by IHSNot for ResaleNo reproduction or networking pe
16、rmitted without license from IHS-,-,-contractor may provide the deck design and connections. In this case, the drawings must show roof live loads, including snow loads, and wind loads, including internal and external pressures and high intensity zones. Consider showing a roof uplift and snow load pl
17、an on the drawings.In addition to the above, show the following information on the project drawings:1. Structural properties (height, sheet thickness, and section moduli or moment of inertia).2. Floor and roof deck penetrations.3. Location, spacing, and size of hanger clips or loops.4. Closure plate
18、s.5. Location of cellular decking and whether it is to be used as electrical raceway.6. Weld or fastener spacing.7. Whether construction is based on shored construction.Design steel deck to carry the concrete and steel deck dead loads, and the live loads during construction before the concrete sets.
19、 Additional concrete dead load due to deflection of the deck shall be considered when necessary to prevent excessive stresses or deflections in the deck.*PART 1 GENERAL*NOTE: The structural steel design must meet the requirements of OSHA Steel Erection Standard, 29 CFR Part 1926, Subpart R-Steel Ere
20、ction, Effective Date January 18, 2002.*1.1 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 paragraph by organization, designation, date, and title
21、.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 SECTION 05 30 00 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from
22、 IHS-,-,-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 below form a part of
23、 this specification to the extent referenced. The publications are referred to within the text by the basic designation only.AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)ANSI/AISC 360 (2010) Specification for Structural Steel BuildingsAMERICAN IRON AND STEEL INSTITUTE (AISI)AISI D100 (1991; R 2008
24、) Cold-Formed Steel Design ManualAISI SG03-3 (2002; Suppl 2001-2004; R 2008) Cold-Formed Steel Design Manual SetAMERICAN WELDING SOCIETY (AWS)AWS D1.1/D1.1M (2010) Structural Welding Code - SteelAWS D1.3/D1.3M (2008; Errata 2008) Structural Welding Code - Sheet SteelASTM INTERNATIONAL (ASTM)ASTM A10
25、08/A1008M (2011) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake HardenedASTM A1011/A1011M (2010) Standard Specification for Steel, Sheet, and Strip, Hot-Rolled, Carbo
26、n, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability and Ultra-High StrengthASTM A108 (2007) Standard Specification for Steel Bar, Carbon and Alloy, Cold-FinishedASTM A123/A123M (2009) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and S
27、teel ProductsASTM A36/A36M (2008) Standard Specification for Carbon Structural SteelASTM A653/A653M (2010) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or SECTION 05 30 00 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Zinc
28、-Iron Alloy-Coated (Galvannealed) by the Hot-Dip ProcessASTM A780/A780M (2009) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized CoatingsASTM A792/A792M (2010) Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip ProcessASTM C423 (2009a
29、) Sound Absorption and Sound Absorption Coefficients by the Reverberation Room MethodASTM D 1056 (2007) Standard Specification for Flexible Cellular Materials - Sponge or Expanded RubberASTM D 1149 (2007) Standard Test Method for Rubber Deterioration - Surface Ozone Cracking in a ChamberASTM D 746 (
30、2007) Standard Test Method for Brittleness Temperature of Plastics and Elastomers by ImpactASTM E 84 (2011a) Standard Test Method for Surface Burning Characteristics of Building MaterialsFM GLOBAL (FM)FM APP GUIDE (updated on-line) Approval Guide http:/ DS 1-28 (2002) Design Wind LoadsNATIONAL FIRE
31、PROTECTION ASSOCIATION (NFPA)NFPA 70 (2011; TIA 11-1; Errata 2011) National Electrical CodeSTEEL DECK INSTITUTE (SDI)SDI 31 (2007) Design Manual for Composite Decks, Form Decks, and Roof DecksSDI DDMO3 (2004; Errata 2006; Add 2006) Diaphragm Design Manual; 3rd EditionSDI DDP (1987; R 2000) Deck Dama
32、ge and PenetrationsSDI MOC2 (2006) Manual of Construction with Steel DeckTHE SOCIETY FOR PROTECTIVE COATINGS (SSPC)SSPC Paint 20 (2002; E 2004) Zinc-Rich Primers (Type I, SECTION 05 30 00 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Inorgani
33、c, and Type II, Organic)U.S. DEPARTMENT OF DEFENSE (DOD)UFC 3-301-01 (2010) Structural EngineeringUNDERWRITERS LABORATORIES (UL)UL 209 (2005; Reprint May 2007) Cellular Metal Floor Raceways and FittingsUL 580 (2006; Reprint Jul 2009) Tests for Uplift Resistance of Roof AssembliesUL Bld Mat Dir (2011
34、) Building Materials Directory1.2 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. Submittals should be kept to the minimum required for adequate quality contro
35、l.A “G” following a submittal item indicates that the submittal requires Government 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 subm
36、ittal is sufficiently important 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
37、the Resident Management 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, A
38、ir Force, and NASA projects.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
39、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 accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SECTION 05 30 00 Page 7Provided by IHSNot for ResaleNo reproduc
40、tion or networking permitted without license from IHS-,-,-SD-02 Shop DrawingsFabrication DrawingsMetal Floor Deck UnitsCant StripsRidge and Valley PlatesMetal Closure StripsSD-03 Product DataAccessoriesDeck UnitsGalvanizing Repair PaintJoint Sealant MaterialMechanical FastenersMetal Floor Deck Units
41、Powder-Actuated Tool OperatorRepair PaintSound Absorbing MaterialWelder QualificationsWelding EquipmentWelding Rods and AccessoriesSD-04 SamplesMetal Roof Deck UnitsFlexible Closure Strips AccessoriesSD-05 Design DataDeck UnitsSubmit manufacturers design calculations, or applicable published literat
42、ure for the structural properties of the proposed deck units.SD-07 Certificates. Welding ProceduresFire SafetySECTION 05 30 00 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Wind Storm Resistance1.3 QUALITY ASSURANCE1.3.1 Deck UnitsFurnish dec
43、k units and accessory products from a manufacturer regularly engaged in manufacture of steel decking. Provide a 0.19 sq meter 2 sq feetsample of decking material and each accessory to be used. Provide a sample of acoustical material to be used. Provide manufacturers certificates attesting that the d
44、ecking material meets the specified requirements.1.3.2 Certification of Powder-Actuated Tool OperatorManufacturers certificate attesting that the operators are authorized to use the low velocity powder-actuated tool.1.3.3 Qualifications for Welding WorkFollows Welding Procedures in accordance with A
45、WS D1.1/D1.1M. Test specimens shall be made in the presence of Contracting Officer and shall be tested by an approved testing laboratory at the Contractors expense.Submit qualified Welder Qualifications in accordance with AWS D1.1/D1.1M, or under an equivalent approved qualification test. Perform tests on test
