Standard Specification for Ornamental Aluminum Fence Systems

ABSTRACT
This specification establishes the minimum requirements for architecturally coated, tubular picket, ornamental aluminum fence systems, namely, aluminum wrought iron fence, architectural metal fence, ornamental aluminum fence, ornamental fence, ornamental metal fence, picket fence, tubular picket fence, and vertical tube fence. The standard covers materials and their manufacture, structural testing, physical dimensions of the fence systems, workmanship, testing of surface finish, and certification.
SCOPE
1.1 This specification establishes the minimum requirements for architecturally coated, tubular picket, ornamental aluminum fence systems.  
1.2 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard.  
1.3 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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Publication Date
30-Apr-2019
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ASTM F2957-13(2019)e1 - Standard Specification for Ornamental Aluminum Fence Systems
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This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the
Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
´1
Designation:F2957 −13 (Reapproved 2019)
Standard Specification for
Ornamental Aluminum Fence Systems
This standard is issued under the fixed designation F2957; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
ε NOTE—Subsection 6.3.7 was corrected editorially and other editorial changes were made throughout in June 2019.
1. Scope 2.2 AEC (Aluminum Extruders Council) Standards:
Alloys as specified by AEC
1.1 This specification establishes the minimum require-
2.3 AAMA (American Architectural Manufacturers Associa-
ments for architecturally coated, tubular picket, ornamental
tion) Standards:
aluminum fence systems.
AAMA 2603-02 Voluntary Specification, Performance Re-
quirements and Test Procedures for High Performance
1.2 The values stated in inch-pound units are to be regarded
Organic Coatings on Aluminum Extrusions and Panels
as standard. No other units of measurement are included in this
standard.
3. Terminology
1.3 This international standard was developed in accor-
3.1 Definitions of Terms Specific to This Standard:
dance with internationally recognized principles on standard-
3.1.1 adhesion—the bonding integrity of an organic coating
ization established in the Decision on Principles for the
to the aluminum substrate.
Development of International Standards, Guides and Recom-
3.1.2 corrosion resistance—the ability of an organic coating
mendations issued by the World Trade Organization Technical
to resist attack from manmade and natural elements while
Barriers to Trade (TBT) Committee.
maintaining adhesion and protecting the aluminum substrate
from corrosion.
2. Referenced Documents
3.1.3 fence panel—fabricated unit consisting of rails and
2.1 ASTM Standards:
pickets. Also referred to as a fence section.
B117 Practice for Operating Salt Spray (Fog) Apparatus
3.1.4 impact resistance—the measure of an organically
D1654 Test Method for Evaluation of Painted or Coated
coated aluminum product to resist indentation; the ability of a
Specimens Subjected to Corrosive Environments
coating to resist cracking or loss of adhesion due to reforming
D714 Test Method for Evaluating Degree of Blistering of
the metal during bending or a shape change from abuse.
Paints
3.1.5 ornamental accessory—any fitting that adds further
D2244 Practice for Calculation of Color Tolerances and
decoration to an ornamental aluminum fence system including
Color Differences from Instrumentally Measured Color
items like finials, caps, picket collars, rings, scrolls, or other
Coordinates
ornamental panel inserts.
D3359 Test Methods for Rating Adhesion by Tape Test
D523 Test Method for Specular Gloss
3.1.6 post—vertical fence structural component that sup-
D714 Test Method for Evaluating Degree of Blistering of
ports the fence panel in the ornamental aluminum fence
Paints
system.
G154 Practice for Operating Fluorescent Ultraviolet (UV)
3.1.7 rail—horizontal structural component of a fence
Lamp Apparatus for Exposure of Nonmetallic Materials
panel.
3.1.8 tubular picket—hollow vertical component of a fence
panel.
This specification is under the jurisdiction ofASTM Committee F14 on Fences
3.1.9 weathering resistance—the ability of an organically
and is the direct responsibility of Subcommittee F14.35 on Architectural Metal
Fence Systems.
coated aluminum fence panel to resist the effects of natural
Current edition approved May 1, 2019. Published June 2019. Originally
approved in 2013. Last previous edition approved in 2013 as F2957 – 13. DOI:
10.1520/F2957-13R19E01. Available from Aluminum Extruders Council (AEC), 1000 N. Rand Rd. Suite
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 214 Wauconda, IL 60084, http://www.aec.org
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Available from American Architectural Manufacturers Association (AAMA),
Standards volume information, refer to the standard’s Document Summary page on 1827 Walden Office Square, Suite 550 Schaumburg, IL 60173-4268, http://
the ASTM website. www.aamanet.org
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
´1
F2957−13 (2019)
sunlight and humidity measured by loss of gloss and color 5.2 Structural Test Method B Picket Testing:
change (fade) over time. 5.2.1 Pickets to be inserted in a secured section (in accor-
dancewith6.1.7,6.2.8,or6.3.6)withspacingbetweenrailsnot
4. Materials and Manufacture
to exceed 55 inches. Industrial sections over 72 in. and up to
120 in. height to be tested with rail spacing not to exceed 82
4.1 Ornamental aluminum fence pickets, rails, and posts
inches.
shall be manufactured from aluminum. The testing criteria,
5.2.2 Minimumofthreepicketsshallbetestedusinga12 in.
within this document, will determine the alloy, temper, and
by 12 in. flat surface with testing force pulled horizontally on
thickness of the aluminum.
a vertically installed section.
4.2 Manufacture:
5.2.3 Apply force centered between posts and rails.
4.2.1 Uncoated aluminum extrusion to be protected from
5.2.4 Remove weight after two minutes and inspect rails for
outdoor elements prior to coating.
deformation. Pickets to have less than ⁄4 in. visible deforma-
4.2.2 Chemicals used in the manufacture process to be
tion after weight is removed.
removable by the coating pretreatment process and not affect
5.2.5 Weight Ratings for Various Models:
theweatheringorcorrosionresistanceoftheorganicallycoated
Residential 55 in. spacing 50 pounds
fence panel.
Commercial 55 in. spacing 80 pounds
Industrial 55 to 82 in. spacing 125 pounds
4.3 Organic Coating Material:
4.3.1 Organic coating system can be a liquid coat or powder
6. Physical Dimensions
coat process capable of meeting specifications listed in #8
Testing-Surface finish.
6.1 Residential Fence Systems:
4.3.2 Organic coating to be applied and cured to the organic
6.1.1 Typical minimum post dimension is 2 by 2 in. (0.060-
coating manufacturer application and curing specifications.
in. wall).
5 5
6.1.2 Typical minimum picket dimension is ⁄8 by ⁄8 in.
4.4 Visible fittings, screws/mechanical fasteners, and deco-
(0.045-in. wall) or similar dimensions and wall thickness in a
rative ornamental accessories shall be manufactured from a
round, oval, or rectangular shape to meet specifications listed
substrate that will permit the organic coating to meet the
in 5.2.
coating specifications listed in #8 Testing-Surface Finish.
6.1.3 Typical minimum rail dimension is 1 by 1 inch. Rails
4.5 Non-visible screwless fasteners, concealed fasteners,
shall have sufficient dimension and wall thickness to meet
and/or screws to be manufactured from a substrate that will not
specifications listed in Section 5.
deteriorate, break down, or corrode over the life of the fence
6.1.4 A residential fence panel can be attached to vertical
panel.
posts by aluminum or stainless steel brackets, welding, or a
notched rail/routed post system. The rail to be inserted inside
5. Testing—Structural
the routed post and secured with stainless steel screws or the
5.1 Structural Test Method A—Vertical Load Assembled
rail can be notched or have a protrusion and inserted inside the
Panel Testing:
routed post.
5.1.1 Installation of Test Specimen—One panel and two
6.1.5 The opening between rails shall not exceed 55 inches.
posts with mounting hardware will be required.
6.1.6 Residential fence panels where the picket extends
5.1.2 Posts will be mounted to a stationary object at the
above the top rail shall be no less than 48-in. height if the
manufacturer’s on center distance specified for the model to be
pickets have sharp pointed ornamental spears.
tested. Allow at least 12 in. of clearance from grade to the
6.1.7 Picket spacing (open area) shall be less than 4 inches.
bottomofthefencepaneltoallowforfencepaneldeformation.
6.1.8 Clearance from grade to the bottom most location of a
5.1.3 Install the fence panel into or onto the posts using the
fence panel shall be less than 4 inches.
manufacture specified mounting system for the model being
NOTE 2—Fence height is typically the distance from the grade to top of
tested.
the top rail unless the picket extends through the top rail and the height is
5.1.4 Distribute weight to the top rail of the panel to be
the distance from the grade to the top of the picket.
tested at two locations 12 in. on either side of the center point
6.2 Commercial Fence Systems:
of the panel. Allow fence panel to support the prescribed
6.2.1 Typical minimum post dimension is 2 by 2 in.
weight for two minutes.
1 1
5.1.5 Remove weight after two minutes and inspect rails for (0.060 in. wall) for 72 in. wide panels. 2 ⁄2 by 2 ⁄2 in.
(0.065 in. wall) for 96 in. wide panels.
deformation. Panels are to have less than ⁄4 in. visible
3 3
deformation after weight is removed. 6.2.2 Typical minimum picket dimension is ⁄4 by ⁄4 in.
(0.050 in. wall) or similar dimensions and wall thickness in a
5.1.6 Weight ratings for various models.
round, oval, or rectangular shape of equal strength to meet
Residential 2 rail 150 pounds
Residential 3-4 rail 225 pounds specifications listed in 5.2.
Commercial 2 rail 220 pounds
6.2.3 Typical minimum rail dimension for a 72 in. wide
Commercial 3-4 rail 325 pounds
s
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