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    REG UFGS-06 71 33-2012 FIBERGLASS REINFORCED PLASTIC (FRP) LADDERS.pdf

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    REG UFGS-06 71 33-2012 FIBERGLASS REINFORCED PLASTIC (FRP) LADDERS.pdf

    1、*USACE / NAVFAC / AFCESA / NASA UFGS-06 71 33 (May 2012)-Preparing Activity: NASA SupersedingUFGS-06 71 33 (February 2011)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in Agreement with UMRL dated April 2012*SECTION TABLE OF CONTENTSDIVISION 06 - WOOD, PLASTICS, AND COMPOSITESSECTION 06 71 3

    2、3FIBERGLASS REINFORCED PLASTIC (FRP) LADDERS05/12PART 1 GENERAL1.1 SUMMARY1.2 REFERENCES1.3 ADMINISTRATIVE REQUIREMENTS1.3.1 Pre-Installation Meetings1.4 SUBMITTALS1.5 QUALITY ASSURANCE1.5.1 Qualification of Manufacturer1.5.2 Qualification of Engineer of Record1.6 PRODUCT DELIVERY AND STORAGEPART 2

    3、PRODUCTS2.1 SYSTEM DESCRIPTION2.1.1 Design Requirements2.1.2 Performance Requirements2.1.2.1 Structural Performance of Ladders2.1.2.2 Thermal Movements2.1.2.3 Safety Performance of Ladders2.2 LADDERS2.3 LADDER SAFETY CAGESPART 3 EXECUTION3.1 GENERAL3.2 FABRICATION3.3 FASTENING TO CONSTRUCTION-IN-PLA

    4、CE3.4 PERFORMANCE REQUIREMENTS3.5 INSTALLATION3.6 MANUFACTURERS WARRANTY- End of Section Table of Contents -SECTION 06 71 33 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-06 71 33 (May 2012)-Preparing Acti

    5、vity: NASA SupersedingUFGS-06 71 33 (February 2011)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in Agreement with UMRL dated April 2012*SECTION 06 71 33FIBERGLASS REINFORCED PLASTIC (FRP) LADDERS05/12*NOTE: This guide specification covers fiberglass reinforced plastic (FRP)ladders, customar

    6、ily manufactured to meet specific requirements in building construction and fabricated FRP items not a part of the structural FRP components or framework.Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new proje

    7、ct specification sections. Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate information.Remove information and requirements not required in respective project, whether or not b

    8、rackets are present.Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL*Include in drawings a complete design indicating the character of the work to be performed and giving the following:Lo

    9、cation and details of each fabricated FRP ladder component showing all dimensions, shapes, and sizes of members, connections, and the relation of items to other building components.Anchorage devices embedded in other construction, including but not limited to, precast concrete wall panels, precast c

    10、oncrete structural members, precast concrete roof decking, brick and block masonry, and precast stone work.SECTION 06 71 33 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Anchorage devices to structural steel framework, including, but not limi

    11、ted to, steel bar grating, steel floor plates, and structural steel roof or floor decking.*1.1 SUMMARYThis Section includes, but is not limited to, new fiberglass reinforced plastic (FRP) ladder systems including safety ladder cages, mounting systems and related accessories.1.2 REFERENCES*NOTE: This

    12、 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 Wizards Check Reference feature when you add a

    13、 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 from this section of the project specification

    14、when you choose to reconcile references in the publish print process.*The publications listed 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 LADDER INSTITUTE (ALI/LADDER)ALI/LADDER A14.3 (2008)

    15、 Standard for Fixed Ladders and Safety RequirementsAMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)ASCE 7-10 (2010; Change 2010; Change 2011; Errata 2011; Change 2011) Minimum Design Loads for Buildings and Other StructuresASTM INTERNATIONAL (ASTM)ASTM D1148 (2007a) Standard Test Method for Rubber Deterio

    16、rationDiscoloration from Ultraviolet (UV) and Heat Exposure of Light-Colored SurfacesASTM D2344/D2344M (2000; R 2006) Standard Test Method for SECTION 06 71 33 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Short-Beam Strength of Polymer Matri

    17、x Composite Materials and Their LaminatesASTM D4000 (2011) Standard Classification System for Specifying Plastic MaterialsASTM D430 (2006e1) Standard Test Methods for Rubber Deterioration - Dynamic FatigueASTM D495 (1999; R 2004) Standard Test Method for High-Voltage, Low-Current, Dry Arc Resistance

    18、 of Solid Electrical InsulationASTM D638 (2010) Standard Test Method for Tensile Properties of PlasticsASTM D696 (2008) Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between -30 degrees C and 30 degrees C With a Vitreous Silica DilatometerASTM D790 (2010) Flexural Prop

    19、erties of Unreinforced and Reinforced Plastics and Electrical Insulating MaterialsASTM E84 (2012) Standard Test Method for Surface Burning Characteristics of Building MaterialsNATIONAL FIRE PROTECTION ASSOCIATION (NFPA)NFPA 101 (2012; Amendment 1 2012) Life Safety CodeU.S. NATIONAL ARCHIVES AND RECO

    20、RDS ADMINISTRATION (NARA)29 CFR 1910.27 Fixed Ladders29 CFR 1926 Safety and Health Regulations for Construction1.3 ADMINISTRATIVE REQUIREMENTS1.3.1 Pre-Installation MeetingsWithin 30 _ calendar days of Contract Award, a pre-installation meeting will be scheduled by the Contracting Officer. Submit th

    21、e following for review:a. Qualification of Manufacturerb. Qualification of Engineer of Recordc. Manufacturers Catalog DataInclude two copies of manufacturers specifications, load tables, dimension diagrams, and anchor details for the following items:1. FRP Ladders and Ladder Safety CagesSECTION 06 7

    22、1 33 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2. Anchorage Materialsd. Fabrication and Installation Drawings and DetailsInclude plans, elevations, sections, and details of FRP fabrications and their connections. Show anchorage and all ac

    23、cessory items.Provide templates for anchors and bolts specified for installation under other Sections.For installed products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation.e. Manufactu

    24、rers Recommendations for shipping, handling, erection procedures, and care and maintenance upon completion of installation.f. Manufacturers Sample Warranty1.4 SUBMITTALS*NOTE: Review Submittal Description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflec

    25、t only the submittals required for the project.The Guide Specification technical editors have designated those items that require Government approval, due to their complexity or criticality, with a “G.“ Generally, other submittal items can be reviewed by the Contractors Quality Control System. Only

    26、add a “G” to an item, if the submittal is sufficiently important or complex in context of the project.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 authorit

    27、y. Codes for Army projects using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “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“ t

    28、ypically are not used for Navy, Air Force, and NASA projects.Choose the first bracketed item for 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 ar

    29、e for Contractor Quality Control approval.for information only. When used, a designation following the “G“ designation identifies the office that will review the submittal for SECTION 06 71 33 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-the

    30、 Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-01 Preconstruction SubmittalsQualification of Manufacturer; G; G, _Qualification of Engineer of Record; G; G, _SD-02 Shop DrawingsFabrication and Installation Drawings and Details; G; G, _SD-03 Product Data

    31、Manufacturers Catalog Data; G; G, _SD-06 Test ReportsUltraviolet Testing; G; G, _Thermal Expansion; G; G, _Flame Spread; G; G, _SD-07 CertificatesManufacturers Sample Warranty; G; G, _SD-08 Manufacturers InstructionsManufacturers Recommendations; G; G, _SD-11 Closeout SubmittalsManufacturers Warrant

    32、y; G; G, _1.5 QUALITY ASSURANCE1.5.1 Qualification of ManufacturerFiberglass Reinforced Plastic (FRP) manufacturer is required to have a minimum of 10_ years experience in manufacturing FRP products. A record of a minimum of at least 5 previous, separate, similar installations within the last 5 10 _

    33、 years. Provide manufacturers Warranty for all FRP products against defects in material and workmanship for a minimum of 5 _ years. Manufacturer to provide evidence of ISO 9001-2000 standard certification.1.5.2 Qualification of Engineer of Record Ensure Engineer of Record (ER)is currently licensed w

    34、ithin the jurisdiction of the project.Provide documentation that the Engineer of Record (ER) is approved, authorized, and currently licensed by the State of _, and has a SECTION 06 71 33 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-minimum o

    35、f five years experience as an approved Engineer for manufacturers of similar ladder systems. Supply the names and locations of five projects of similar size and scope for which the ER has provided engineering calculations using the manufacturers products submitted for this project within the previou

    36、s three years. Provide ER certified engineering calculations and sealed documents for:ASCE 7-10, in accordance with International Building CodeFabrication and installation drawings and details1.6 PRODUCT DELIVERY AND STORAGEDeliver all manufactured materials in original, unbroken pallets, packages,

    37、containers, or bundles bearing the label of the manufacturers, clearly marked and identified relative to the complete system. Provide all adhesives, resins and their catalysts and hardeners in clearly marked or noted crates or boxes to facilitate their safe movement to a dry indoor storage facility

    38、with a constant temperature range between 21.11 and 29.44 degrees C 70 and 85 degrees F until they are required.Submit manufacturers recommendations for shipping and handling. Handle all materials to prevent abrasion, cracking, chipping, twisting, or other deformations and other types of damage.PART

    39、 2 PRODUCTS2.1 SYSTEM DESCRIPTIONAll ladder side rails, rungs, mounting brackets, cage straps, and related safety rail system are to be FRP structural shapes manufactured to comply with or exceed the specified standards contained in this Section. Provide FRP ladders and ladder safety cages and ancho

    40、rage materials, including cage hoops, brackets, and all other structural shapes composed of reinforced fiberglass components and resin in qualities, quantities, properties, arrangements and dimensions as specified in the Contract Documents. Complete assembly is to meet the minimum requirements of AS

    41、CE 7-10, and 29 CFR 1910.27.2.1.1 Design RequirementsFiberglass reinforcement is to be a combination of continuous roving, continuous strand mat, bi-directional roving mat and surfacing veil in sufficient quantities as required by the application and/or physical properties. Clearly identify componen

    42、ts per ASTM D4000. Submit documentation verifying structural integrity in relation to thermal expansion.Make all finished surfaces of FRP items smooth, resin-rich, free of voids and dry spots, cracks, crazes or unreinforced areas. Provide system which is completely covered with resin protection agai

    43、nst exposure due to wear, weathering, and ultraviolet light damage. Submit ultraviolet testing (UV) results and documented protection with:a. Integral UV inhibitors in the resin.b. A synthetic resin rich surfacing veil, meeting or exceeding the requirements of ASTM D1148.SECTION 06 71 33 Page 7Provi

    44、ded by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Provide FRP products which have a tested flame spread rating of 25 or less per ASTM E84 Tunnel Test, with a ladder system meeting the minimum requirements of ASTM D430 and ASTM D495.Provide 316 stainless ste

    45、el bolts for attaching ladder cage vertical bars to hoops, ladder hoops to brackets, ladder cage brackets to the ladder, wall brackets to the ladder, and landing safety rails to the system. Mechanically attach all rungs to the ladder with 18-8 stainless steel rivets and chemically bond with resin.All ladder and cage components are to be integrally pigmented yellow. All wall and vertical rail base mount brackets are to b


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