CSA A660-2010 Certification of manufacturers of steel building systems (Third Edition Update No 1 September 2010).pdf

1、A660-10Certification of manufacturers of steel building systemsLegal Notice for StandardsCanadian Standards Association (CSA) standards are developed through a consensus standards development process approved by the Standards Council of Canada. This process brings together volunteers representing va

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17、ents hereof, and if you do make such copies, you are required to destroy them immediately. Use of this document constitutes your acceptance of the terms and conditions of this Legal Notice.Update No. 1A660-10September 2010Note: General Instructions for CSA Standards are now called Updates. Please co

18、ntact CSA Information Products Sales or visit www.ShopCSA.ca for information about the CSA Standards Update Service.Title: Certification of manufacturers of steel building systems originally published January 2010The following revisions have been formally approved and are marked by the symbol delta

19、() in the margin on the attached replacement pages:Revised Figures 2 and 3New NoneDeleted NoneCSA A660-10 originally consisted of 19 pages (vi preliminary and 13 text), each dated January 2010. It now consists of the following pages:January 2010 iiivi, 18, and 13September 2010 912 Update your copy b

20、y inserting these revised pages.Keep the pages you remove for reference.DepthDJiHC1C2N1N2G1abG2of flangeof flangeS1S (sweep)C (camber)S2LLE1E2E3eDepth alignmentat welded jointWeb flatnessSplice platealignmentFlange out-of-square Web off-centreFlatness of splice plateafter weldingH Dimension or angle

21、abC1, C2eD E1, E2, E3S1, S2S3N1N2G1, G2iLC (camber)S (sweep)Fabrication tolerance, mm or degrees6 max60.015 H3 51200) 60.001 L0.001 LS3 Canadian Standards Association Certification of manufacturers of steel building systemsSeptember 2010Figure 1Fabrication tolerances for built-up structural members(

22、See Clause 8.4.)9(Replaces p. 9, January 2010)A660-10 Canadian Standards AssociationSeptember 2010Figure 2Fabrication tolerances for formed structural members(See Clause 8.4.)Dimension or angleB, Dd12 P, LCE1, E2, E3, E4S1, S2tFabrication tolerance, mm or degrees 5+ 10, 3 3 5 30.002 L 3 2In accordan

23、ce with CSA S136dPLdDBttBDE4E3E1E2S1S2E421 12C (camber)(Replaces p. 10, January 2010)10 Canadian Standards Association Certification of manufacturers of steel building systemsSeptember 2010Figure 3Certificate of design and manufacturing (See Clause 12.)(Continued)Manufacturers name and addressManufa

24、cturers Certificate No. under CSA A660Customer order numberBuilding type and sizeIntended use and occupancyImportance category NBC, Sentence 4.1.2.1.(3)Site locationApplicable building codeBuilders name and addressOwners name and address2. DESIGN STANDARDS Engineers initials*National Building Code o

25、f Canada, 2005, Part 4: Structural DesignCSA S16-09, Design of steel structuresCSA S136-07, North American specification for the design of cold-formed steel structural membersOther (specify) dated3. MANUFACTURING STANDARDS(a) Fabrication has been or will be in accordance with CSA S16 and CSA S136,as

26、 applicable.(b) Welding has been or will be performed in accordance with CSA W59 andCSA S136, as applicable.(c) The manufacturer has been certified in accordance with CSA W47.1, forDivision 1 or 2, and/or CSA W55.3, if applicable.(d) Welders have been qualified in accordance with CSA W47.1.4. PURLIN

27、 STABILITYPurlin braces are provided in accordance with CSA S136, Clause D3 and Appendix B,Clause D3.2.3. In particular, for a standing seam roof supported on movable clips, bracesproviding lateral support to both top and bottom purlin flanges have been or will be provided.The number of rows is dete

28、rmined by analysis but in no case is it less than 1 for spans up to 7 minclusive or less than 2 for spans greater than 7 m.5. LOADS(a) Snow, ice, and rain load1-in-50 year ground snow load, Ss, (kPa)1-in-50 year associated rain load, Sra)Wind exposure factor, Cw,Importance factor, IsRoof snow load,

29、S, (kPa)Drift load considered (NBC, Sub-section 4.1.6.2.8). Refer to drawing of specific building.Specified rain load (NBC, Clause 4.1.6.4) (mm)*Initial each true statement. Mark N/A if statement does not apply.Certificate of design andmanufacturing conformance1. DESCRIPTIONThis Certificate is to af

30、firm that all components of the steel building system described below, to be supplied by thenamed manufacturer certified in accordance with CSA A660, have been or will be designed and fabricated inaccordance with the following Standards to carry the loads and load combinations specified.11(Replaces

31、p. 11, January 2010)(b) Full and partial snow load(i) Applied on any one and any two adjacent spans of continuous purlins(ii) Applied on any one and any two adjacent spans of modular rigidframes with continuous roof beams(iii) Applied as described for the building geometry in NBC, Part 4, and in the

32、 UsersGuide NBC 2005: Structural Commentaries (Part 4), Commentary G: Snow Loads(c) Wind load1-in-50 year reference velocity pressure (kPa)Importance factor, Iw(d) Wind load application(i) Applied in accordance with NBC, Part 4, Section 4.1.7(ii) Pressure coefficients in accordance with Users Guide

33、NBC 2005: Structural Commentaries (Part 4), Commentary I: Wind Loads, Figures I3 through I12(iii) Building internal pressure category in accordance with Users Guide NBC 2005: Structural Commentaries (Part 4), Commentary I: Wind Loads (e) Crane loads (where applicable)Type (top-running) (under-runnin

34、g) (jib)Capacity (tonnes)Wheel base (m)Maximum static, vertical wheel load (kN)Vertical impact factor Lateral factor % Lateral wheel load (kN)Longitudinal factor % Maximum longitudinal load (kN/side)(f) Mezzanine live load (kPa)(g) Seismic loadApplied in accordance with NBC, Part 4, Sub-section 4.1.

35、8Sa(0.2) Sa(0.5) Sa(1.0) Sa(2.0) Site class FaFvIE(h) Other live loads (specify)(i) Dead loadsDead load of building components is incorporated in the designCollateral load (mechanical, electrical, ceiling, sprinklers, etc.) (kPa)Mezzanine (kPa)Other (specify) ( )(j) Load combinationsApplied in accor

36、dance with NBC, Part 4, Section 4.1.6. GENERAL REVIEW DURING CONSTRUCTIONThe manufacturer does not provide general review during construction for regulatory purposes.*Initial each true statement. Mark N/A if statement or section does not apply.7. CERTIFICATION BY ENGINEERI, , an Engineer registered

37、or licensed to practice in theProvince or Territory of , hereby certify that I have reviewed thedesign and manufacturing process for the steel building system described. I certify that the foregoing statements,initialled by me, are true.Name SignatureTitleAffiliation DateProfessional SealEngineers i

38、nitials*A660-10 Canadian Standards AssociationSeptember 2010Figure 3 (Concluded)(Replaces p. 12, January 2010)12CSA Standards Update ServiceA660-10January 2010Title: Certification of manufacturers of steel building systemsPagination: 19 pages (vi preliminary and 13 text), each dated January 2010To r

39、egister for e-mail notification about any updates to this publicationgo to www.ShopCSA.caclick on E-mail Services under MY ACCOUNTclick on CSA Standards Update ServiceThe List ID that you will need to register for updates to this publication is 2420438.If you require assistance, please e-mail techsu

40、pportcsa.ca or call 416-747-2233.Visit CSAs policy on privacy at www.csagroup.org/legal to find out how we protect your personal information.Published in January 2010 by Canadian Standards AssociationA not-for-profit private sector organization5060 Spectrum Way, Suite 100, Mississauga, Ontario, Cana

41、da L4W 5N61-800-463-6727 416-747-4044Visit our Online Store at www.ShopCSA.caA660-10Certification of manufacturers of steel building systemsCSA Standard100%ISBN 978-1-55491-344-2Technical Editor: Lauro Pilla Canadian Standards Association 2010All rights reserved. No part of this publication may be r

42、eproduced in any form whatsoever without the prior permission of the publisher.To purchase CSA Standards and related publications, visit CSAs Online Store at www.ShopCSA.ca or call toll-free 1-800-463-6727 or 416-747-4044.The Canadian Standards Association (CSA) prints its publications on Rolland En

43、viro100, which contains 100% recycled post-consumer fibre, is EcoLogo and Processed Chlorine Free certified, and was manufactured using biogas energy.January 2010 iiiContents Canadian Standards Association Certification of manufacturers of steel building systemsTechnical Committee on Certification o

44、f Manufacturers of Steel Building Systems ivPreface vi1Scope 12 Reference publications 13 Definitions 34General 35 Personnel 46 Design and engineering 47 Materials control 57.1 General 57.2 Steel structural components 57.3 Steel cladding and steel appurtenances 57.3.1 Unpainted 57.3.2 Colour-coated

45、67.4 Other materials 68 Fabrication 68.1 Materials 68.2 Capabilities 68.3 Shop painting 68.4 Tolerances 68.5 Wall and roof panels 69 Warehousing, packaging, and shipping 610 Erection documentation 711 Plant quality program 711.1 Objectives and methods 711.2 Inspection, testing, and recordkeeping 711

46、.3 Sublet work and purchased items 712 Certificate of design and manufacturing conformance 7AnnexesA (informative) Administration 13Figures1 Fabrication tolerances for built-up structural members 92 Fabrication tolerances for formed structural members 103 Certificate of design and manufacturing 11A6

47、60-10 Canadian Standards Associationiv January 2010Technical Committee on Certification of Manufacturers of Steel Building SystemsP.C. Di Novo Pyramid Consultants Limited,Oakville, OntarioChairS. Fox Canadian Sheet Steel Building Institute (CSSBI),Cambridge, OntarioVice-ChairR.C. Danielsen Behlen In

48、dustries,Burlington, OntarioK. de Souza ArcelorMittal Dofasco,Hamilton, OntarioK. Dyer Defence Construction Canada,Astra, OntarioK. Edwards SMA Holdings,St. Johns, NewfoundlandA. Ghadban Butler Buildings Canada,Burlington, OntarioC. Harris XDG Construction Ltd.,Breslau, OntarioC.J. Martin CWB Group

49、Industry Services,Mississauga, OntarioG. Poumbouras Canam Group Inc.,Boucherville, QubecAssociateP. Ransom Burlington, OntarioC. Salvian Alberta Municipal Affairs,Edmonton, AlbertaC. Taraschuk National Research Council Canada,Ottawa, OntarioE.Y. Uzumeri Toronto, OntarioR.B. Vincent Canam Group Inc.,Boucherville, QubecJ. Wright Town of Markham Building Standards,Markham, Ontario Canadian Standards Association Certification of manufactu