1、*USACE / NAVFAC / AFCESA / NASA UFGS-07 61 14.00 20 (May 2011)-Preparing Activity: NAVFAC SupersedingUFGS-07 61 14.00 20 (August 2008)UFGS-07 61 14.00 20 (April 2006)UFGS-07611N (September 1999)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2011*SECTION TABL
2、E OF CONTENTSDIVISION 07 - THERMAL AND MOISTURE PROTECTIONSECTION 07 61 14.00 20STEEL STANDING SEAM ROOFING05/11PART 1 GENERAL1.1 REFERENCES1.2 DEFINITIONS1.2.1 Field-Formed Seam1.2.2 Snap Together Seam1.2.3 Pre-Formed1.2.4 Field-Formed1.2.5 Roofing System1.3 SYSTEM DESCRIPTION1.3.1 Design Requireme
3、nts1.3.2 Design Conditions1.3.2.1 Wind Uplift1.3.2.2 Roof Live Loads1.3.2.3 Thermal Movement1.3.2.4 Deflection1.3.3 Structural Performance1.4 SUBMITTALS1.5 DESIGN CALCULATIONS1.6 QUALITY ASSURANCE1.6.1 Preroofing Conference1.6.2 Manufacturer1.6.3 Manufacturers Technical Representative1.6.4 Installer
4、s Qualifications1.6.5 Single Source1.6.6 Laboratory Tests For Panel Finish1.7 WARRANTY1.8 DELIVERY, STORAGE AND HANDLING1.8.1 Delivery1.8.2 Storage1.8.3 HandlingPART 2 PRODUCTSSECTION 07 61 14.00 20 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,
5、-,-2.1 ROOFING PANELS2.1.1 Material2.1.2 Texture2.1.3 Finish2.1.3.1 Factory Color Finish2.2 INTERMEDIATE SUPPORTS2.3 ATTACHMENT CLIPS2.4 ACCESSORIES2.4.1 Closures2.4.1.1 Rib Closures2.4.1.2 Ridge Closures2.4.2 Fasteners2.4.2.1 Screws2.4.2.2 Bolts2.4.2.3 Automatic End-Welded Studs2.4.2.4 Explosive Dr
6、iven Fasteners2.4.2.5 Rivets2.4.3 Sealants2.4.4 GASKETS AND INSULATING COMPOUNDS2.5 THERMAL INSULATION2.6 UNDERLAYMENT FOR WOOD SUBSTRATES2.7 LINER PANELSPART 3 EXECUTION3.1 EXAMINATION3.2 PROTECTION FROM CONTACT WITH DISSIMILAR MATERIALS3.2.1 Cementitious Materials3.2.2 Contact with Wood3.3 INSTALL
7、ATION3.3.1 Roof Panels3.3.2 Insulation Installation3.3.2.1 Rigid or Semi-Rigid Insulation3.3.2.2 Blanket Insulation3.3.3 Flashings3.3.4 Flashing Fasteners3.3.5 Rib and Ridge Closure/Closure Strips3.4 PROTECTION OF APPLIED ROOFING3.5 CLEANING3.6 MANUFACTURERS FIELD INSPECTION3.7 COMPLETED WORK3.8 INF
8、ORMATION CARD3.9 SCHEDULE3.10 FORM ONE- End of Section Table of Contents -SECTION 07 61 14.00 20 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-07 61 14.00 20 (May 2011)-Preparing Activity: NAVFAC Supersedi
9、ngUFGS-07 61 14.00 20 (August 2008)UFGS-07 61 14.00 20 (April 2006)UFGS-07611N (September 1999)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2011*SECTION 07 61 14.00 20STEEL STANDING SEAM ROOFING05/11*NOTE: This guide specification covers the requirements f
10、or steel standing seam roofing.Use of electronic communication is encouraged.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 specification for project specific
11、 requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate information. Brackets are used in the text to indicate designer choices or locations where text must be supplied by the designer.Comments, suggestions and recommended changes fo
12、r this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*NOTE: This guide specification is primarily for Structural Standing Seam Metal Roofing Systems (SSMRS), i.e. Self-Supporting Systems designed to span from purlin to purlin at slopes as low as one in 48
13、 1/4 inch per foot versus architectural cladding systems that require continuous support, secondary moisture protection and slopes no less thanone in four 3 inches per foot. Structural systems may be used for architectural applications whereas architectural systems cannot be used for structural appl
14、ications. If an SSMRS system is desired primarily for architectural purposes use Section 07 41 13 METAL ROOF PANELS; otherwise use this section.*SECTION 07 61 14.00 20 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-NOTE: On the drawings, show:
15、1. Roof slope2. Supporting structural framework.3. Intermediate support and attachment details, when applicable.4. Attachment clip spacing.5. Flashing support and fastening spacing.6. Roof venting. (Pay particular attention to preventing infiltration of wind-driven rain.)7. Sealant and closure locat
16、ions.8. Locations for dissimilar metal protection.9. Details of accessories such as ladders, walkways, antenna mounts, guy wire fastening, ventilation equipment, and lightning rods.10. Details of flashing at all roof penetrations. On roof plan add note to offset penetrations so center of penetration
17、s coincide with mid-point of panel seams.11. Design loads including stress diagram.*NOTE: When designing standing seam roofs, consider:1. Consult with manufacturers early in design stage to obtain current manuals, specific guidance, and structural information regarding roof attachment. Early contact
18、 will reduce need for corrections and changes during review process and construction phase. Ensure that system detailed and specified can be provided by three separate manufacturers.2. Calculate wind uplift forces in accordance with UFC 1-200-01, “General Building Requirements“. Submit calculations
19、and stress diagram with design review package.3. NAVFAC minimum guidelines are one in 24 one-half inch per foot for roof slopes. Provide greater slope if possible. In renovation of existing buildings, adequate slope must often be obtained by imaginative solutions. Prefabricated steel systems, sleepe
20、rs, and stub walls have been used successfully, but attachment and structural stability of these must be assured. In some existing structures it will be difficult to design strong connections to structural system unless modifications are made to resist wind forces SECTION 07 61 14.00 20 Page 4Provid
21、ed by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-adequately.4. Flashing presents a particular design problem in preventing wind and water infiltration. High winds and thermal movement create stresses in flashing which must be resisted by careful detailing o
22、f attachment.While standing seam roofing presents continuous, sealed surface to the elements, flashing transitions are often the cause of serious problems. Overhangs are especially susceptible to high wind forces, and attachment at the edges should be carefully designed. Copious use of sealants and
23、closure pieces molded to conform to the roof panels is imperative.5. Building may require equipment such as antennae, ladders or lightning rods installed on roof. Access to roof-mounted mechanical equipment is often required. Provide walking surfaces and attachment accessories which do not compromis
24、e integrity of roof system. These accessories should provide support without penetrating roofing panels. Usually this is done with clamps attached to standing seam, or specially designed clips. Provide curbs or structural supports for mechanical equipment. Where condensate or other piping will be at
25、tached to or come in contact with roofing panels, ensure that the piping and anchorage materials are compatible with roof panel base metal to avoid corrosion from galvanic action. Ensure that condensate or other discharge of liquid onto roof panels will not stain or corrode panel finish and/or base
26、metal.*PART 1 GENERAL1.1 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.Use the Reference
27、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 Reference Wizards Check Reference feature to update the issue dates.References not used in the text will automatically be deleted f
28、rom this section of the project specification when you choose to reconcile references in the publish print process.SECTION 07 61 14.00 20 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*The publications listed below form a part of this specifi
29、cation to the extent referenced. The publications are referred to within the text by the basic designation only.AMERICAN IRON AND STEEL INSTITUTE (AISI)AISI SG03-3 (2002; Suppl 2001-2004; R 2008) Cold-Formed Steel Design Manual SetASTM INTERNATIONAL (ASTM)ASTM A1008/A1008M (2010) Standard Specificat
30、ion 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, Carbon, Structural, High-Strength Low-All
31、oy and High-Strength Low-Alloy with Improved Formability and Ultra-High StrengthASTM A36/A36M (2008) Standard Specification for Carbon Structural SteelASTM A653/A653M (2010) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Proce
32、ssASTM A792/A792M (2010) Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip ProcessASTM B 117 (2009) Standing Practice for Operating Salt Spray (Fog) ApparatusASTM D 1654 (2008) Evaluation of Painted or Coated Specimens Subjected to Corrosive EnvironmentsASTM D 224
33、4 (2009b) Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color CoordinatesASTM D 2247 (2010) Testing Water Resistance of Coatings in 100% Relative HumidityASTM D 226/D 226M (2009) Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterp
34、roofingASTM D 4214 (2007) Standard Test Method for Evaluating the Degree of Chalking of Exterior Paint FilmsSECTION 07 61 14.00 20 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM D 522 (1993a; R 2008) Mandrel Bend Test of Attached Organic
35、CoatingsASTM D 523 (2008) Standard Test Method for Specular GlossASTM D 714 (2002; R 2009) Evaluating Degree of Blistering of PaintsASTM D 968 (2005; R 2010) Abrasion Resistance of Organic Coatings by Falling AbrasiveASTM E 1592 (2005) Structural Performance of Sheet Metal Roof and Siding Systems by
36、 Uniform Static Air Pressure DifferenceASTM E 84 (2010b) Standard Test Method for Surface Burning Characteristics of Building MaterialsASTM G 152 (2006) Operating Open Flame Carbon Arc Light Apparatus for Exposure of Nonmetallic MaterialsASTM G 153 (2004; R 2010) Operating Enclosed Carbon Arc Light
37、Apparatus for Exposure of Nonmetallic MaterialsSHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA)SMACNA 1793 (2003) Architectural Sheet Metal Manual, 6th Edition1.2 DEFINITIONS1.2.1 Field-Formed SeamSeams of panels so configured that when adjacent sheets are installed the sea
38、m is sealed utilizing mechanical or hand seamers. Crimped (45 degree bend), roll formed (180 degree bend), double roll formed (2 - 180 degree bends), and roll and lock systems are types of field-formed seam systems.1.2.2 Snap Together SeamPanels so configured that the male and female portions of the
39、 seam interlock through the application of foot pressure or tamping with a mallet. Snap-on cap configurations are a type of snap together system.1.2.3 Pre-FormedFormed to the final, less field-formed seam, profile and configuration in the factory.1.2.4 Field-FormedFormed to the final, less field-for
40、med seam, profile and configuration at the site of work prior to installation.SECTION 07 61 14.00 20 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.2.5 Roofing SystemThe roofing system is defined as the assembly of roofing components, includ
41、ing roofing panels, flashing, fasteners, and accessories which, when assembled properly result in a watertight installation.1.3 SYSTEM DESCRIPTION1.3.1 Design Requirementsa. Panels shall be continuous lengths up to manufacturers standard longest lengths, with no joints or seams, except where indicat
42、ed or specified. Ribs of adjoining sheets shall be in continuous contact from eave to ridge. Individual panels of snap together type systems shall be removable for replacement of damaged material.b. There shall be no exposed or penetrating fasteners except where shown on approved shop drawings. Fast
43、eners into steel shall be stainless steel, zinc cast head, or cadmium plated steel screws inserted into predrilled holes. There shall be a minimum of two fasteners per clip. Single fasteners will be allowed when supporting structural members are prepunched or predrilled.c. Snap together type systems
44、 shall have a capillary break and a positive side lap locking device. Field-formed seam type systems shall be mechanically locked closed by the manufacturers locking tool. The seam shall include a continuous factory applied sealant when required by the manufacturer to withstand the wind loads specif
45、ied.d. Roof panel anchor clips shall be concealed and designed to allow for longitudinal thermal movement of the panels, except where specific fixed points are indicated. Provide for lateral thermal movement in panel configuration or with clips designed for lateral and longitudinal movement.1.3.2 Design ConditionsThe system shall be designed to resist positive and negative loads specified
