ASTM E1514-1998(2003) Standard Specification for Structural Standing Seam Steel Roof Panel Systems《结构级固定接缝屋面钢板系统》.pdf

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1、Designation: E 1514 98 (Reapproved 2003)Standard Specification forStructural Standing Seam Steel Roof Panel Systems1This standard is issued under the fixed designation E 1514; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the yea

2、r of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers the design, construction, andweatherability of structural standing seam steel roof pan

3、elsystems. It includes performance requirements for the follow-ing elements only: panels, concealed panel clips, panel/clipanchorage, and panel joint sealers.NOTE 1These systems are used on both low-slope and steep-sloperoof applications. They also are used with or without an underlying deckor sheat

4、hing.1.2 The objective of this specification is to provide for theoverall performance of the structural standing seam steel roofpanel system as defined in 3.2.6 during its service life in orderto provide weather protection, carry the specified design loads,and allow proper access over the roof surfa

5、ce in order toprovide for periodic maintenance of equipment by the owner.1.3 In addition to structural, the specifier shall evaluateother characteristics beyond the scope of this specification thataffect the final choice of roof construction. These include, butare not limited to, functional, legal,

6、insurance, and economicconsiderations. See Appendix X1 for specifiers checklist.1.4 The specification is not intended to exclude products orsystems not covered by the referenced documents.1.5 The values stated in inch-pound units are to be regardedas the standard. The values given in parentheses are

7、 forinformation only.1.6 The text of this specification contains notes and foot-notes that provide explanatory information and are not require-ments of this specification.2. Referenced Documents2.1 ASTM Standards:A 463/A 463M Specification for Steel Sheet, Aluminum-Coated, by the Hot-Dip Process2A 6

8、53/A 653M Specification for Steel Sheet, Zinc-Coated(Galvanized) or Zinc-Iron Alloy-Coated (Galvanealed) bythe Hot-Dip Process2A 792/A 792M Specification for Steel Sheet, 55 %Aluminum-Zinc Alloy-Coated by the Hot-Dip Process2A 875/A 875M Specification for Steel Sheet, Zinc-5 %Alu-minum Alloy-Coated

9、by the Hot-Dip Process2C711 Test Method for Low-Temperature Flexibility andTenacity of One-Part, Elastomeric, Solvent-Release TypeSealants2C 765 Test Method for Low-Temperature Flexibility ofPreformed Tape Sealants2C 879 Test Method for Release Papers Used with Pre-formed Tape Sealants2D 1667 Specif

10、ication for Flexible Cellular MaterialsVinyl Chloride Polymers and Copolymers (Closed-CellForm)2D 3310 Test Method for Determining Corrosivity of Adhe-sive Metals2E 631 Terminology of Building Constructions2E 1592 Test Method for Structural Performance of SheetMetal Roof and Siding Systems by Unifor

11、m Static AirPressure Difference2E 1646 Test Method forWater Penetration of Exterior MetalRoof Panel Systems by Uniform Static Air PressureDifference2E 1680 Test Method for Rate of Air Leakage ThroughExterior Metal Roof Panel Systems2G21 Practice for Determining Resistance of SyntheticPolymeric Mater

12、ials to Fungi22.2 Underwriters Laboratories Standard:580 Standard for Safety, Tests for Uplift Resistance of RoofAssemblies32.3 Factory Mutual Research Corporation Standard:Approval Standard Class I Panel Roofs Class No. 447142.4 AISI Document:Cold-Formed Steel Design Manual, Latest Edition51This sp

13、ecification is under the jurisdiction of ASTM Committee E06 onPerformance of Building Constructions and is the direct responsibility of Subcom-mittee E06.57 on Performance of Metal Roof Systems.Current edition approved Oct. 1, 2003. Published October 2003. Originallyapproved in 1993. Last previous e

14、dition approved in 1998 as E 1514 98.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from Underwri

15、ters Laboratories, 333 Pfingsten Road, Northbrook, IL60062-2096.4Available from Factory Mutual Research Corporation, 1151 Boston ProvidenceTurnpike, Norwood, MA 02062.5Available from American Iron and Steel Institute (AISI), 1101 17th St., NW,Suite 1300, Washington, DC 20036.1Copyright ASTM Internat

16、ional, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.2.5 MBMA Document:MBMA Low Rise Building Systems Manual, Latest Edi-tion62.6 ASHRAE Document:1997 ASHRAE Handbook, Fundamentals73. Terminology3.1 Definitions:3.1.1 Refer to the latest edition of MBMA Low Rise

17、BuildingSystems Manual and Terminology E 631 for definitions ofterms used in this specification.3.2 Descriptions of Terms Specific to This Standard:3.2.1 construction loads, nthose loads encountered duringthe erection of the roof system only.3.2.2 fixing line, na line or adjacent lines of fixed poin

18、ts.3.2.3 maintenance loads, nloads including, but not lim-ited to, personnel, equipment, and materials required to main-tain functionality of the building.3.2.4 oil canning, na waviness that occurs in flat areas ofmetal.3.2.5 sealer, nany material that is used to seal cracks,joints, or laps.3.2.6 st

19、ructural standing seam steel roof panel system, nasteel roof system designed to resist positive and negative loadsapplied normal to the panel surface without the benefit of asupporting deck or sheathing.3.2.7 thermal movement, nthe reaction of the roof systemin response to changes in the panel tempe

20、rature.4. Performance Requirements4.1 DesignThe roof system shall be designed for specifieddesign loads and thermal effects.4.1.1 Minimum design loads shall be determined by thegoverning code or the design professional.4.1.2 The finished roof system shall be capable of sustaininga minimum 200-lb (0.

21、9-kN) concentrated load on any 12-in. by12-in. (300-mm by 300-mm) area of finished roof withoutcausing seam separation, permanent panel buckling, or loss ofweathertightness.4.1.3 Thermal movement shall be provided for in accor-dance with Sections 7 and 8. Temperature differentials formany localities

22、 are found in documents referenced in 2.5, 2.6,and Footnote 13.84.1.4 The standing seam roof system clips do not alwaysprovide full lateral support to secondary structural members.The degree of lateral support provided to the secondarystructural members by the panel system shall be determined byan a

23、ppropriate test, or in the absence of such test, the panelmust be assumed to provide no lateral support.NOTE 2The Base Test Method for Purlins Supporting a StandingSeam Roof System in theAISI Cold-Formed Steel Design Manual is usedto evaluate lateral support when the secondary structural is cold-for

24、medZee or Cee purlins.4.2 Protection of Incompatible MaterialsComponentsconstructed of incompatible materials shall not be placedtogether without an effective separating material.4.3 Oil CanningOil canning is an inherent characteristicof products covered by this specification, particularly thosewith

25、 broad, flat areas. It is the result of several factors thatinclude, but are not limited to, induced stresses in the basematerial, fabrication methods, and installation and thermalforces. While oil canning is an aesthetic issue, structuralintegrity is not normally affected. Oil canning is not ground

26、sfor panel rejection, unless it does not meet prior standardsestablished by the specifier.5. Structural Integrity5.1 Panel System Design:5.1.1 Structural panels shall be designed in accordance withAISI Specification for the Design of Cold-Formed SteelStructural Membersand in accordance with sound en

27、gineer-ing methods and practices.5.1.2 Deflection and serviceability shall be accounted for.9The deflection shall be limited so as to allow the roof toperform as designed. The substrate deflection shall not causestrains to the panels that affect the serviceability of the system.5.2 Panel System Test

28、ing:5.2.1 Static (Positive or Negative Load Capacity)Whenthe panel system does not comply with the requirements forusing the design procedures of the AISI Specification, testingshall be performed to determine the roofs load capacity.5.2.2 Uplift IndexWhen required by the specifier, the roofsystem sh

29、all be tested in accordance with the requirements ofSection 5.3 of Factory Mutual Research Corporation ApprovalStandard 4471, or Underwriters Laboratories U.L. 580 or TestMethod E 1592 or other applicable tests (see Appendix X2).6. Panel Material6.1 Panel material shall be a hot dip metallic coated

30、productin accordance with one of the commonly used materials listedin 6.1.1-6.1.4.6.1.1 Aluminum coated sheet steel produced to the require-ments of Specification A 463/A 463M. Coating designationT265.6.1.2 Aluminum-zinc alloy coated sheet steel produced tothe requirements of Specification A 792/A 7

31、92M. Coatingdesignation AZ-55. When an organic finish coating is used (asdescribed in 6.2), coating designation of AZ-50 shall bepermitted.6.1.3 Zinc coated sheet steel produced to the requirementsof Specification A 653/A 653M. Coating designation G90.6.1.4 Zinc-5 % aluminum alloy metallic-coated sh

32、eet steelproduced to the requirements of Specification A 875/A 875M.Coating designation GF90.6.2 In addition to the foregoing material specifications, thespecifier has the option to require organic finish coatings.6.3 This specification does not preclude the use of othercoating standards governing t

33、he same materials, as long as6Available from Metal Building Manufacturers Association, 1300 SumnerAvenue, Cleveland, OH 44115.7Available from American Society of Heating, Refrigerating and Air-Conditioning Engineers, 1791 Tullie Circle, NE, Atlanta, GA 30329-2305.81981 B Climatography of US No. 81,

34、National Climatic Data Center.9Fisher, James M., and West, Michael A. “Serviceability Design Considerationsfor Low Rise Buildings,” AISC Design Guide No. 3.E 1514 98 (2003)2equivalency is established. The designer shall determine thesuitability of material for the application.106.4 Steel grade and b

35、ase metal thickness shall be as requiredto resist specified design loads.7. Panel Clips7.1 Connections of panels to structural members shall bemade with concealed panel clips compatible with the paneldesign.7.2 Provisions for the thermal movement between the paneland the structure to which it is att

36、ached shall be accomplishedby the use of concealed panel clips allowing such movement,except as provided in 7.3.7.3 When the building geometry and the rotational flexibil-ity of the supporting member permit, it is permissible toresolve thermal movement through controlled rotation of theintermediate

37、structural members rather than movement withinthe clip.7.4 Where insulation is applied between the panels andsupporting structure, the panel clips shall be designed to becompatible with the thickness and compressibility of theinsulation. If thermal spacers are required for thermal perfor-mance, the

38、clips must be compatible with the thermal spacer toreduce secondary stresses due to walking.8. Panel and Clip Anchorage8.1 Afixing line is required to anchor roof panels in order tomaintain end alignment and to resist in-plane gravity andthermal force components.8.2 Fasteners that penetrate the roof

39、 surface are permittedonly at panel endlaps, penetrations, fixing lines, rib reinforce-ments, and at roof termination lines. Details at these locationsshall allow for the expected thermal movement.8.3 Nails shall not be used where subject to withdrawalloads.9. Weather Tightness9.1 Panel-to-panel sid

40、elap connections and endlaps shall beweathertight.9.2 Panels of maximum practical lengths shall be used tominimize endlaps.9.3 Sealers:9.3.1 Sidelap SealerWhen climate, roof slope, and roofsystem design warrant, the standing seam sidelap shall have asealer. When the sealer is factory applied, it sha

41、ll remain inplace and be protected during transit. In some cases, the panelgeometry will provide the required protection. All sealers shallremain in place during panel installation and be protectedduring storage and installation from any contamination orabrasion that unduly affects service.NOTE 3Whe

42、n the slope of the roof is steep, or when the roof systemis in a geographic area with little rainfall or snowfall, a sidelap or endlapsealer may not necessarily be required.9.3.1.1 The sealer shall be of sufficient size and shape to fillthe maximum void to be sealed and to assure compression afteren

43、gagement. The minimum compression shall be 30 % byvolume or the adhesion plus webbing characteristics shall be asrequired to maintain watertightness. An appropriate test shallbe used to demonstrate the roof panel systems resistance toponded water. The sealer shall remain flexible between 0 and140F (

44、17.8 and 60C) to allow engagement, and shall showno signs of cracking when tested in accordance with TestMethod C 765 (wrapped 180 over a 1 in. (2.54 cm) diametermandrel after 4 h at 0F (17.8C). The sealer shall not beexposed after assembly.9.3.1.2 The sealer shall be sufficiently resilient to maint

45、ainthe seal after movement of joints due to fluctuation in externalload, or expansion and contraction, or combination thereof.The maximum set when tested in accordance with Specifica-tion D 1667 shall be 5 % if compression alone is required tomaintain the seal. The sealer shall be capable of maintai

46、ningthe above level of watertightness after exposure to the servicetemperature range, 40 to 200F (40 to 93.3C) unless localor project conditions justify that the specifier impose a differentrange. This watertightness shall be independent of the tempera-ture at the time of panel installation.9.3.1.3

47、The sealer shall be non-corrosive and non-stainingto adjacent materials and shall exhibit these characteristicsafter testing in accordance with Test Method D 3310 includingwater and with elevated temperature exposure for 21 days at160F (71C); the rating shall not exceed “2.” The sealer shallbe fungu

48、s resistant and exhibit this property after testing inaccordance with Practice G21; the rating shall not exceed “1.”In meat and poultry processing facilities or other areas requir-ing USDAinspection, the sealer shall be chemically acceptableto USDA, and shall be requested by the specifier. When FDAc

49、ompliance is required, appropriate FDA regulations shall beincluded by the specifier.9.3.1.4 If the seam design utilizes sealant, and the locationof a clip component interrupts the sealant, the design shall notrely on differential movement between the panel seam and theclip component.9.3.1.5 If the sidelap sealer is interrupted by the installationof a sidelap clip, and if required by the panel system design, theseal shall be completed around the clip. The performancecharacteristics of the supplemental sealer shall be equal to theprimary sidelap sea