1、Designation:E295014Standard Specification forMetal Canopy Systems1This standard is issued under the fixed designation E2950;the number immediately following the designation indicates the year oforiginal adoption or,in the case of revision,the year of last revision.A number in parentheses indicates t
2、he year of last reapproval.Asuperscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope1.1 This specification includes the following:1.1.1 Structural framing,1.1.2 Canopy Deck System,1.1.3 Drainage system,1.1.4 Fascia panels,1.1.5 Accessories and trim,and1.1.6 Ca
3、nopy concrete foundations and accessories.1.2 UnitsThe values stated in inch-pound units are to beregarded as standard.The values given in parentheses aremathematical conversions to SI units that are provided forinformation only and are not considered standard.1.3 This standard does not purport to a
4、ddress all of thesafety concerns,if any,associated with its use.It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2.Referenced Documents2.1 ASTM Standards:2A36/A36M Specif
5、ication for Carbon Structural SteelA325/A325M Specification for Structural Bolts,Steel,HeatTreated,120/105 ksi Minimum Tensile StrengthA500/A500M Specification for Cold-Formed Welded andSeamless Carbon Steel Structural Tubing in Rounds andShapesA653/A653M Specification for Steel Sheet,Zinc-Coated(Ga
6、lvanized)or Zinc-Iron Alloy-Coated(Galvannealed)by the Hot-Dip ProcessA775/A775M Specification for Epoxy-Coated Steel Rein-forcing BarsA992/A992M Specification for Structural Steel ShapesA1011/A1011M Specification for Steel,Sheet and Strip,Hot-Rolled,Carbon,Structural,High-Strength Low-Alloy,High-St
7、rengthLow-AlloywithImprovedFormability,and Ultra-High StrengthC1107/C1107M Specification for Packaged Dry,Hydraulic-Cement Grout(Nonshrink)F1554 Specification for Anchor Bolts,Steel,36,55,and105-ksi Yield Strength2.2 ACI Standard:3ACI 318 Building Code Requirements for Structural Con-crete and Comme
8、ntary2.3 AISC Standard:4AISC 303 Code of Standard Practice for Steel Buildings andBridges2.4 ASCE Standard:5ASCE 7 Minimum Design Loads for Buildings and OtherStructures2.5 AWS Standard:6AWS D1.1 Structural Welding Codes2.6 ICC Standard:7International Building Code2.7 SSPC Standards:8SSPC-PA1 Paint
9、Application No.1SSPC-SP2 Hand Tool CleaningSSPC-SP3 Power Tool Cleaning2.8 Federal Standard:929 CFR Part 1926 Subpart R Safety and Health Regulationsfor Construction,Steel Erection3.General Requirements3.1 System Performance Requirements:1This specification is under the jurisdiction of ASTM Committe
10、e E54 onHomeland Security Applications and is the direct responsibility of SubcommitteeE54.05 on Building and Infrastructure Protection.Current edition approved June 1,2014.Published June 2014.DOI:10.1520/E2950-14.2For referenced ASTM standards,visit the ASTM website,www.astm.org,orcontact ASTM Cust
11、omer Service at serviceastm.org.For Annual Book of ASTMStandards volume information,refer to the standards Document Summary page onthe ASTM website.3Available from American Concrete Institute(ACI),P.O.Box 9094,FarmingtonHills,MI 48333-9094,http:/www.concrete.org.4Available from American Institute of
12、 Steel Construction(AISC),One E.Wacker Dr.,Suite 700,Chicago,IL 60601-2001,http:/www.aisc.org.5Available from American Society of Civil Engineers(ASCE),1801 AlexanderBell Dr.,Reston,VA 20191,http:/www.asce.org.6Available from American Welding Society(AWS),550 NW LeJeune Rd.,Miami,FL 33126,http:/www.
13、aws.org.7Available from International Code Council(ICC),500 New Jersey Ave.,NW,6th Floor,Washington,DC 20001,http:/www.iccsafe.org.8Available from Society for Protective Coatings(SSPC),40 24th St.,6th Floor,Pittsburgh,PA 15222-4656,http:/www.sspc.org.9Available from the U.S.Government Printing Offic
14、e,Superintendent ofDocuments,732 N.Capital St.,NW,Washington DC 20402-0001.Copyright ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959.United States1 3.1.1 GeneralProvide a complete pre-engineered metalcanopy system,manufacturers standard mutually dependentcomponen
15、ts,and assemblies that form a pre-engineered over-head canopy system to enhance safety and security.Thepre-engineered overhead canopy system shall be capable ofwithstanding required design loads per the International Build-ing Code(IBC)as adopted or modified by local jurisdictions,thermally induced
16、movement,and exposure to weather withoutfailure.Primary structural frame design to include fixed-basecolumns capable of transferring moments and forces intofoundations and will include roof purlins,main frame beams,and tube columns,plus secondary framing,canopy deck andfascia panels,and accessories complying with requirementsindicated,including those in this specification.Provide thedesign for concrete foundations to be installed by the generalcontractor.3.1.2 Pre-Engineered Metal Canopy System
