ARMY UFGS-05 21 13-2009 DEEP LONGSPAN STEEL JOIST FRAMING《大跨度深钢龙骨结构》.pdf

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1、*USACE / NAVFAC / AFCESA / NASA UFGS-05 21 13 (August 2009)-Preparing Activity: USACE SupersedingUFGS-05 21 13 (July 2007)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2009*SECTION TABLE OF CONTENTSDIVISION 05 - METALSSECTION 05 21 13DEEP LONGSPAN STEEL JOIS

2、T FRAMING08/09PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.2.1 General Requirements1.2.2 Metric Dimensions1.3 SUBMITTALS1.4 QUALITY ASSURANCE1.4.1 Drawing Requirements1.4.2 Certification of Compliance1.5 DELIVERY, STORAGE, AND HANDLINGPART 2 PRODUCTS2.1 DEEP LONGSPAN STEEL JOISTS2.2 ACCESSORI

3、ES AND FITTINGS2.3 SHOP PAINTINGPART 3 EXECUTION3.1 ERECTION3.2 BEARING PLATES3.3 PAINTING3.3.1 Touch-Up Painting3.3.2 Field Painting3.4 VISUAL INSPECTIONS- End of Section Table of Contents -SECTION 05 21 13 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license f

4、rom IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-05 21 13 (August 2009)-Preparing Activity: USACE SupersedingUFGS-05 21 13 (July 2007)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2009*SECTION 05 21 13DEEP LONGSPAN STEEL JOIST FRAMING08/09*NOTE: This guide s

5、pecification covers the requirements for deep longspan steel joist framing and accessories.Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable item(s) or insert appropriate information.Remove information and re

6、quirements not required in respective project, whether or not brackets are present.Comments and suggestions on this guide specification are welcome and should be directed to the technical proponent of the specification. A listing of technical proponents, including their organization designation and

7、telephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL*NOTE: Use Section 05 21 23 for STEEL JOIST GIRDER FRAMING. Use Section 05 21 19 for OPEN WEB STEEL JOIST FRAMING. Use Section 05 21 16 for LONGSPAN STEEL JOIST FR

8、AMING.Show the following information on the project drawings:1. Joist series and size, joist spacing, and kg (kip) load on each panel point, span, and slope.2. Design loads, including uplift and lateral forces in addition to gravity (dead and live) loads.SECTION 05 21 13 Page 2Provided by IHSNot for

9、 ResaleNo reproduction or networking permitted without license from IHS-,-,-3. Method of anchoring, framing at openings, spacing and type of bridging.4. Accessory details as applicable.*1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification.

10、 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 the reference in th

11、e 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.*The publications li

12、sted 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 WELDING SOCIETY (AWS)AWS B2.1/B2.1M (2009) Welding Procedure and Performance QualificationAWS D1.1/D1.1M (2008; Errata 2009) Structural Weldi

13、ng Code - SteelSTEEL JOIST INSTITUTE (SJI)SJI 279167 SPECS/LOADS (2006) 42nd Edition Standard Specifications and Load Tables for Steel Joists and Joist GirdersSJI MANUAL (2003) 75 Year Manual, 1928-2003SJI TD 10 (2003) Technical Digest for the Design of Fire Resistive Assemblies with Steel JoistsSJI

14、 TD 8 (1983) Technical Digest for the Welding of Open Web Steel JoistsSJI TD 9 (2006) Technical Digest for the Handling and Erection of Steel Joists and Joist GirdersSECTION 05 21 13 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-THE SOCIETY F

15、OR PROTECTIVE COATINGS (SSPC)SSPC PS 14.01 (1982; E 2004) Steel Joist Shop Painting SystemSSPC Paint 15 (1999; E 2004) Steel Joist Shop Primer/Metal Building PrimerU.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)29 CFR 1910.1200 Hazard Communication29 CFR 1926 Safety and Health Regulations f

16、or Construction29 CFR 1926.757 Steel Erection; Open Web Steel Joists1.2 SYSTEM DESCRIPTION*NOTE: The structural steel design must meet the requirements of OSHA Steel Erection Standard, 29 CFR Part 1926, Subpart R-Steel Erection, Effective Date January 18, 2002, and 29 CFR 1926.757.Drawings must show

17、 size, spacing and method of anchoring. Indicate size by reference to appropriate SJI designations. Mechanical and electrical layout drawings and specifications for ceiling suspensions must contain notes indicating that hanger loads between panel points in excess of 222 N (50 pounds) must have the e

18、xcess hanger loads suspended from panel points.When joists or girders are to be designed to resist uplift and/or lateral forces, such joists and girders and the forces they must resist must be indicated on the drawings. Also,indicate all proper anchorages and bracing designed to resist those forces,

19、 as required.The standard joist tables cannot be used verbatim when the depth of the joist is reduced near the ends to accommodate two-way top chord slopes in excess of 10 mm per meter (l/8 inch per foot). Before using standard designations for these joists, the designer must verify the adequacy of

20、the joist members.*1.2.1 General RequirementsDesignate Deep Longspan Steel Joists on the drawings in accordance with the standard designations of the Steel Joist Institute. Joists of other standard designations or joists with properties other than those shown may be substituted for the joists design

21、ated provided the structural properties are equal to or greater than those of the joists shown and provided all other specified requirements are met. Erect joist framing conforming to 29 CFR 1926.757. Secure all joist bridging and anchoring in place prior to the application of any construction loads

22、. Distribute temporary loads so SECTION 05 21 13 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-that joist capacity is not exceeded. Do not apply loads to bridging.1.2.2 Metric Dimensions*NOTE: Delete this paragraph for non-metric projects.*SI

23、 dimensioning in this paragraph is based on a mathematical conversion of inch-pound dimensions following the SJI specification SJI 279167 SPECS/LOADS. The SI and I-P units for the dimensions shown are as follows.Inch-Pound Units SI Units20 feet 6096 mm30 ksi 207 MPa1.3 SUBMITTALS*NOTE: Review submit

24、tal 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 control.A “G” following a submittal item indicates that the submittal

25、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 submittal is sufficiently important or complex in context of the pro

26、ject.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 System (RMS) are: “AE“ for Architect-Eng

27、ineer; “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 projects.Choose the first bracketed item for

28、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 information only. When used, a designation following th

29、e “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 21 13 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-SD-01 Prec

30、onstruction SubmittalsWelder qualificationMaterial Safety Data Sheet (MSDS) in accordance with OSHA 1910.1200SD-02 Shop DrawingsDeep Longspan Steel Joist Framing; GDetailed drawings including fabrication and erection details, specifications for shop painting, and identification markings of joists an

31、d joist girders.SD-06 Test ReportsErection inspectionWelding inspectionsSD-07 CertificatesAccessoriesCertification of Compliance1.4 QUALITY ASSURANCEPerform all work in compliance with the requirements set forth in 29 CFR 1926.1.4.1 Drawing RequirementsSubmit drawings of deep longspan steel joist fr

32、aming. Show joist type and size, layout in plan, and erection details including methods of anchoring, framing at openings, type and spacing of bridging, requirements for field welding, and details of accessories as applicable.1.4.2 Certification of Compliance*NOTE: Use the SJI MANUAL reference for p

33、rojects involving existing joist girder and joist systems.*Prior to construction commencement, submit Material Safety Data Sheet in accordance with 29 CFR 1910.1200 for deep longspan steel joists, and certification for welder qualification, in compliance with AWS B2.1/B2.1M, welding operation, and t

34、acker, stating the type of welding and positions qualified for, the code and procedure qualified under, date qualified, and the firm and individual certifying the qualification tests. Submit certification of compliance for the following:a. SJI MANUALb. SJI TD 8c. SJI TD 9d. SJI TD 10e. 29 CFR 1926f.

35、 29 CFR 1926.757SECTION 05 21 13 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.5 DELIVERY, STORAGE, AND HANDLINGHandle, transport, and store joists and joist girders in a manner to prevent damage affecting their structural integrity. Store

36、all items off the ground in a well drained location protected from the weather and easily accessible for inspection and handling.PART 2 PRODUCTS2.1 DEEP LONGSPAN STEEL JOISTSProvide deep longspan steel joists conforming to SJI 279167 SPECS/LOADS, DLH-Series. Joists designated DLH shall be designed t

37、o support the loads given in the applicable standard load tables of SJI 279167 SPECS/LOADS.2.2 ACCESSORIES AND FITTINGSProvide accessories and fittings, including end supports and bridging, in accordance with the standard specifications under which the members were designed.2.3 SHOP PAINTING*NOTE: T

38、he requirements of this paragraph will be coordinated with the requirements of Section 09 90 00PAINTS AND COATINGS. In crawl spaces and other high humidity areas where greater protection than that provided by a primer paint is required and the joists or girders will not be finish painted, the paragr

39、aph will be revised to require that the joists or girders be shop painted with a corrosion resistant type paint as recommended by SSPC.*Deep longspan joists , joist girders and accessories shall be shop painted with a rust-inhibiting primer paint. For joists and joist girders which require finish pa

40、inting under Section 09 90 00 PAINTS AND COATINGS, the primer paint shall conform to SSPC Paint 15 and SSPC PS 14.01.PART 3 EXECUTION3.1 ERECTIONInstall deep longspan joists and joist girders in conformance with SJI 279167 SPECS/LOADS for the joist series indicated, and the requirements of 29 CFR 19

41、26 and 29 CFR 1926.757. Handle and set joists and joist girders avoiding damage to the members. Remove damaged joists and joist girders from the site, except when field repair is approved and such repairs are satisfactorily made in accordance with the manufacturers recommendations. All welding shall

42、 conform to AWS B2.1/B2.1M and AWS D1.1/D1.1M.3.2 BEARING PLATES*NOTE: Use this paragraph for masonry or cast-in-place concrete applications only.*SECTION 05 21 13 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Provide bearing plates to accept

43、 full bearing after the supporting members have been plumbed and properly positioned, but prior to placing superimposed loads. The area under the plate shall be damp-packed solidly with bedding mortar, except where nonshrink grout is indicated on the drawings. Provide bedding mortar and grout as specified in Section 03 31 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE.3.3 PAINTING3.3.1 Touch-Up PaintingAfter e