32 31 13.53 Amend 02.pdf
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- N6945026R0005
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This is a technical specification section for high-security fences (chain link and ornamental) and gates for the P683 Parking Garage Facility at NAS Jacksonville, Florida (eProject No. 1817922, Amendment 002). The specification establishes detailed requirements for materials, components, installation, and grounding of a perimeter security fencing system.
The specification mandates ASTM A491 aluminum-coated steel wire fabric in 9-gauge, 2-inch diamond mesh with twisted and barbed top selvage and knuckled bottom selvage. Posts must conform to ASTM F1083 zinc-coated Group IA Regular Strength steel pipe with truss rods and barbed wire supporting arms installed via riveting. Chain link gates must comply with ASTM F900 or ASTM F1184, featuring NPS 1-1/2 steel pipe frames with matching chain link fabric and galvanized hardware including stainless steel pin hinges, latches, stops, keepers, and rollers. Ornamental slide gates require Type II, Class 2 interior roller design per ASTM F1184. Electric gate operators must feature right-angle gearhead motors with magnetic drum-type brakes, friction disc clutches, and chain-driven automatic limit switches, while electro-mechanical locks require 120V AC, 60Hz solenoid actuation with dual limit switches. Installation requires 7-foot fabric height, posts set in concrete to indicated depths with rigidity testing at 50 pounds force per post, fabric attachment at 15-inch intervals on line posts and 12-inch intervals on rails, and comprehensive grounding per National Electric Safety Code with No. 8 AWG copper wire, 3/4-inch by 10-foot copper-clad steel rod electrodes, and maximum ground resistance of 25 ohms. Contractors must submit shop drawings, product data, and operating instructions for government approval prior to installation.
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P683 Parking Garage Facility eProject No. 1817922 NAS Jacksonville, FL AMENDMENT 002
SECTION 32 31 13.53
HIGH-SECURITY FENCES (CHAIN LINK AND ORNAMENTAL) AND GATES
11/21
PART 1 GENERAL
1.1 REFERENCES
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.
ASTM INTERNATIONAL (ASTM)
ASTM A121 (2022) Standard Specification for Metallic-Coated Carbon Steel Barbed Wire
ASTM A153/A153M (2023) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware
ASTM A491 (2011; R 2017) Standard Specification for Aluminum-Coated Steel Chain-Link Fence Fabric
ASTM A780/A780M (2020) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings
ASTM A824 (2001; R 2017) Standard Specification for Metallic-Coated Steel Marcelled Tension Wire for Use With Chain Link Fence
ASTM C94/C94M (2025) Standard Specification for Ready-Mixed Concrete
ASTM F567 (2014a; R 2019) Standard Practice for Installation of Chain Link Fence
ASTM F626 (2014; R 2019) Standard Specification for Fence Fittings
ASTM F900 (2011; R 2017) Standard Specification for Industrial and Commercial Swing Gates
ASTM F1043 (2018) Standard Specification for Strength and Protective Coatings on Steel Industrial Fence Framework
ASTM F1083 (2018) Standard Specification for Pipe, Steel, Hot-Dipped Zinc Coated (Galvanized) Welded, for Fence Structures
ASTM F1184 (2016) Standard Specification for Industrial and Commercial Horizontal Slide Gates
SECTION 32 31 13.53 Page 1
1.2 SUBMITTALS
Government approval is required for submittals with a "G" classification.
Submittals with an "S" are for inclusion in the Sustainability eNotebook, in accordance with section 01 33 29 Sustainability Requirements and Reporting. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-02 Shop Drawings
Fence Installation Drawings ; G
SD-03 Product Data
Fabric
Posts
Post Caps
Chain Link Braces
Line Posts
Rails
Tension Wire
Barbed Wire
Barbed Wire Supporting Arms
Latches
Hinges
Stops
Keepers
Rollers
Wire Ties
Slide Gates
Padlocks ; G
SD-07 Certificates
Chain Link Fence
Fabric
Barbed Wire
Gate Hardware and Accessories
SECTION 32 31 13.53 Page 2
Concrete
Gate Operator
SD-10 Operation and Maintenance Data
Electro-Mechanical Locks ; G
Gate Operator ; G
Operating And Maintenance Instructions ; G
1.3 DELIVERY, STORAGE, AND HANDLING
Deliver materials to site in an undamaged condition. Store materials elevated off of the ground to protect against oxidation caused by ground contact.
PART 2 PRODUCTS
2.1 COMPONENTS
2.1.1 Chain Link Fence Fabric
2.1.1.1 General
Provide ASTM A491, aluminum-coated steel wire. Fabricate fence fabric of 9 gauge wire woven in 2 inch diamond mesh. Provide twisted and barbed fabric on the top selvage and knuckled on the bottom selvage.
2.1.2 Posts
2.1.2.1 Metal Posts for Chain Link Fence
Provide posts conforming to ASTM F1083, zinc-coated. Group IARegular Strength steel pipe. Provide sizes as shown on the drawings. Use line posts and terminal (corner, gate, and pull) posts of the same designation throughout the fence. Provide gate post for the gate type specified subject to the limitation specified in ASTM F900 or ASTM F1184.
2.1.2.2 Accessories
a. Provide accessories conforming to ASTM F626. Coat ferrous accessories with zinc coating.
b. Provide truss rods (with turnbuckles or other means of adjustment)for each terminal post.
c. Provide barbed wire supporting arms of the single 45 degree outward angle 3-strand arm type and of the design required for the post furnished. Secure arms by riveting.
d. Furnish post caps in accordance with manufacturer's standard accessories .
e. Provide 9 gauge tie wire for attaching fabric to rails, braces, and posts and match the material and coating of the fence fabric. Use tie wires for attaching fabric to tension wire on high security fences made from 16 gauge stainless steel. Provide double loop tie wires
SECTION 32 31 13.53 Page 3
6.5 inches in length. Provide miscellaneous hardware coatings which conform to ASTM A153/A153M unless modified.
2.1.3 Chain Link Braces and Rails
ASTM F1083, zinc-coated, Group IA Regular Strength, steel pipe, size NPS 1-1/4.Use braces and rails that are Group IA Regular Strength , steel pipe, size NPS 1-1/4 or Group II, formed steel sections, size 1-21/32 inch and be zinc coated and polyvinyl chloride-coated, minimum thickness, 0.01 inch conforming to the requirements of ASTM F1043. Group II, formed steel sections, size 1-21/32 inch , conforming to ASTM F1043, may be used as braces and rails if Group II line posts are furnished.
2.1.4 Chain Link Gates
2.1.4.1 Gate Assembly
Provide gate assembly conforming to ASTM F900 and/or ASTM F1184 of the type and swing shown. Provide gate frames conforming to strength and coating requirements of ASTM F1083 for Group IA Regular Strength, steel pipe, nominal pipe size (NPS) 1-1/2. Use gate fabric that matches the specified chain link fabric.
2.1.4.2 Gate Leaves
For gate leaves, more than 8 feet wide, provide either intermediate members and diagonal truss rods or tubular members as necessary to provide rigid construction, free from sag or twist. For gate leaves less than 8 feet wide, provide truss rods or intermediate braces. Provide intermediate braces on all gate frames with an electro-mechanical lock.
Attach fabric to the gate frame by method standard with the manufacturer.
Welding is not an acceptable method for attaching fabric to gate frames.
2.1.4.3 Gate Hardware and Accessories
Submit manufacturer's catalog data. Furnish and install latches , hinges , stops , keepers , rollers , and other hardware items as required for the operation of the gate. All items are required to match the material characteristics of the fence system being installed. Provide hinge with stainless steel pin. Arrange latches for padlocking so that the padlock will be accessible from both sides of the gate. Provide stops for holding the gates in the open position. For high security applications, extend each end member of gate frames sufficiently above the top member to carry three strands of barbed wire in horizontal alignment with barbed wire strands on the fence. Coating for steel latches, stops, hinges, keepers, and accessories, must be galvanized
2.1.5 Ornamental Fence Gates
2.1.5.1 Slide Gates
Submit manufacturer's catalog data. Fabricate slide gates by welding 2 sq in tubular steel ends and rails. Use pickets that match the adjacent fence construction. Select the type and class of slide gate to comply with ASTM F1184. Size gate posts to accommodate the weight and width of each gate leaf in accordance with ASTM F1184, or per manufacturer's recommendations. Specify Type II, Class 2, interior roller design for cantilever slide gates.
SECTION 32 31 13.53 Page 4
2.1.6 Padlocks
Provide padlocks. . Key all padlocks into master key system as specified in Section 08 71 00 DOOR HARDWARE.2.1.7 Gate Operator
Provide electric gate operators for sliding gates as follows: Provide electric gate operators with a right angle gearhead instantly reversing motor with magnetic drum-type brake, friction disc clutch, reversing starter with thermal overload protection, and a chain-driven geared rotary-type automatic limit switch. Use only hardened steel machine cut worm and mating bronze gears that operate in a bath of oil. Gate operators with V-belt pulleys are not allowed. Equip gate operators with an emergency release to allow the gate to be operated manually that is also capable of being locked in the engaged or disengaged position.
Provide positive stops on the gate tracks as a backup to the limit switches.
2.1.8 Electro-Mechanical Locks
Provide electro-mechanical locking devices for sliding gates and personnel gates that are solenoid actuated such that the deadbolt retracts when the solenoid is energized and remains electrically retracted until the gate is closed. Provide continuous duty type solenoid, rated for 120V ac, 60Hz operation. Ensure the locking device is unlockable by key and keyed on both sides. Monitor status of the electro-mechanical lock by two limit switches (integral to the locking device) wired in series. Ensure one switch monitors the deadlock lever and the other monitors the locking tongue.
2.2 MATERIALS
2.2.1 Wire
2.2.1.1 Wire Ties
Submit samples as specified. Provide wire ties constructed of the same material and finish as the fencing fabric.
2.2.1.2 Barbed Wire
Provide barbed wire conforming to ASTM A121 aluminum-coated, Type A, with
12.5 gauge wire with 14 gauge, round, 4-point barbs spaced no more than 5 inches apart.
2.2.1.3 Tension Wire
Provide metallic coated steel marcelled tension wire (No. 7-gauge), complying with ASTM A824. Provide aluminum-coated (aluminized) steel wire with coating that weighs not less than 0.4 ounces per square foot .
2.2.2 Concrete
ASTM C94/C94M, using 3/4 inch maximum size aggregate, and having minimum compressive strength of 3000 psi at 28 days. Use grout consisting of one part portland cement to three parts clean, well-graded sand and the minimum amount of water to produce a workable mix.
SECTION 32 31 13.53 Page 5
PART 3 EXECUTION
3.1 PREPARATION
Perform complete installation conforming to ASTM F567.
3.1.1 Line and Grade
Install fence to the lines and grades indicated. Clear the area on either side of the fence line to the extent indicated. Space line posts equidistant at intervals not exceeding 10 feet . Set terminal (corner, gate, and pull) posts whenever abrupt changes in vertical and horizontal alignment are encountered. Provide continuous fabric between terminal posts; however, ensure runs between terminal posts do not exceed 500 feet .
Repair any damage to galvanized surfaces, including welding, with paint containing zinc dust in accordance with ASTM A780/A780M .
3.1.2 Excavation
Excavate holes to depths indicated. Clear all post holes of loose material and spread waste material where directed. Eliminate ground surface irregularities along the fence line to the extent necessary to maintain a 2 inch clearance between the bottom of the fabric and finish grade.
3.2 INSTALLATION
3.2.1 Installation Drawings
Submit complete Fence Installation Drawings for review and approval by the Contracting Officer prior to shipment. Submit drawing details that include, but are not limited to the following information: Fence Installation Drawings, Location of gate, corner, end, and pull posts, Gate Assembly, and Gate Hardware and Accessories . Install fence system per approved drawings.
3.2.2 Security Fencing
Install new security fencing, remove existing security fencing, and perform related work to provide continuous security for facility.
Schedule and fully coordinate work with Contracting Officer.
3.2.3 Posts
3.2.3.1 Earth and Bedrock
a. Set posts plumb and in alignment. Except where solid rock is encountered, set posts in concrete to the depth indicated on the drawings. Where solid rock is encountered with no overburden, set posts to a minimum depth of 18 inches in rock. Where solid rock is covered with an overburden of soil or loose rock, set posts to the minimum depth indicated on the drawing unless a penetration of 18 inches in solid rock is achieved before reaching the indicated depth, in which case terminate depth of penetration. Grout all portions of posts set in rock.
b. Set portions of posts not set in rock in concrete from the rock to ground level. Set posts in holes not less than the diameter shown on the drawings. Make diameters of holes in solid rock at least 1 inch
SECTION 32 31 13.53 Page 6 greater than the largest cross section of the post. Thoroughly consolidate concrete and grout around each post, free of voids and finished to form a dome. Allow concrete and grout to cure for 72 hours prior to attachment of any item to the posts. Group II line posts may be mechanically driven, for temporary fence construction only, if rock is not encountered. Set driven posts to a minimum depth of 3 feet and protect with drive caps when setting.
c. Test fence post rigidity by applying a 50 pound force on the post, perpendicular to the fabric, at 5 feet above ground. Ensure post movement measured at the point where the force is applied is less than or equal to 3/4 inch from the relaxed position. Test every tenth post for rigidity. When a post fails this test, make further tests on the next four posts on either side of the failed post. Remove, replace, and retest all failed parts at the Contractor's expense.
3.2.4 Rails
Bolt bottom rail to double rail ends and securely fasten double rail ends to the posts. Peen bolts to prevent easy removal. Install bottom rail before chain link fabric.
3.2.5 Fabric
a. Set fabric height at 7 feet .
b. Install chain link fabric on the side of the post indicated. Attach fabric to terminal posts with stretcher bars and tension bands. Space bands at approximately 15 inch intervals. Install fabric and pull taut to provide a smooth and uniform appearance free from sag, without permanently distorting the fabric diamond or reducing the fabric height. Fasten fabric to line posts at approximately 15 inch intervals and fastened to all rails and tension wires at approximately 12 inch intervals.
c. Cut fabric by untwisting and removing pickets. Accomplish splicing by weaving a single picket into the ends of the rolls to be joined.
Install the bottom of the fabric 2 plus or minus 1/2 inch above the ground.
d. After the fabric installation is complete, exercise the fabric by applying a 50 pound push-pull force at the center of the fabric between posts; use a 30 pound pull at the center of the panel to ensure fabric deflection of not more than 2.5 inches when pulling fabric from the post side of the fence. Every second fence panel is required to meet this requirement. Resecure and retest all failed panels at the Contractor's expense.
3.2.6 Supporting Arms
Install barbed wire supporting arms and barbed wire as indicated on the drawings and as recommended by the manufacturer. Anchor supporting arms with 3/8 inch diameter plain pin rivets or, at the Contractor's option, with studs driven by low-velocity explosive-actuated tools for steel, wrought iron, ductile iron, or malleable iron. Do not use explosive-actuated tool to drive studs into gray iron or other material that can be fractured. Use a minimum of two studs per support arm. Pull barbed wire taut and attach to the arms with clips or other means that will prevent easy removal.
SECTION 32 31 13.53 Page 7
3.2.7 Gate Installation
a. Install gates at the locations shown. Mount gates to swing as indicated. Install latches, stops, and keepers as required. Install Slide gates as recommended by the manufacturer.
b. Attach padlocks to gates or gate posts with chains. Weld or otherwise secure hinge pins, and hardware assembly to prevent removal.
c. Submit 6 copies of operating and maintenance instructions . Outline the step-by-step procedures required for system startup, operation, and shutdown. Include the manufacturer's name, model number, service manual, parts list, and brief description of all equipment and their basic operating features. Include in the maintenance instructions routine maintenance procedures, possible breakdowns and repairs, and troubleshooting guide. Also include the general gate layout, equipment layout and simplified wiring and control diagrams of the system as installed.
3.2.8 Grounding
a. Ground fencing as indicated on drawings and per 26 41 00 LIGHTNING PROTECTION SYSTEM and as specified , whichever is more stringent .
b. Ground fences crossed by overhead powerlines in excess of 600 volts and ground all electrical equipment attached to the fence.
Grounding and bonding of the perimeter systems must be built by the National Electric Safety Code (NESC) IEEE C2-Section 92E (FENCES: Six separate requirements for fences grounding.), and NFPA-70 Article 250-190 (Applies to fences 'associated' to electrical equipment).
The grounding connections must be made either to the grounding system of the enclosed equipment or to separate ground.
1. Fences must be grounded at each side of a gate or other opening.
2. Gates must be bonded to the gate support post, and each gate support post shall be bonded to the grounding electrode system or grounded electrode.
3. A buried bonding jumper must be used to bond across a gate or other opening in the fence unless a non-conducting fence section is used.
4. If barbed wire strands are used above the fence fabric, the barbed wire strands must be bonded to the grounding conductor, jumper, or fence.
5. When fence posts are of conducting material, the grounding conductor must be connected to the fence post or posts, as required, with suitable connecting means.
6. When fence posts are of non-conducting material, a suitable bonding connection must be made to the fence mesh strands and the barbed wire strands at each grounding conductor point.
Fences shall be grounded at places where personnel may routinely touch the fence and areas where structures and materials are within 6 feet of the fence. From the electrical point of view and as a safety measure, metallic fence shall be separately grounded unless they come within 6 ft. of any electrical equipment or structure above the surface of the ground, which is connected to the main grounding system. If the separation of 6 ft. cannot be obtained the fence shall
SECTION 32 31 13.53 Page 8 be bonded to the grounding system.
Where fences surround electrical facilities (other than supply stations) or areas where a fence could be energized from a fault, either from within the facility or one transferred in from attached fences or other metallic connections, they must be grounded to protect both the worker in the facility and the general-public who may touch it from the outside. The normal scheme for grounding the fence is to ground all corner posts and one line post every 50 feet.
A fence shall be grounded at points 150 feet on each side of overhead power line crossings, and at 150-foot intervals along the fence when overhead power lines are directly overhead and run parallel to the fence. The overhead power line is considered directly overhead if it is run within 50 feet or the height of the pole, whichever is greater.
All metal masses or poles close to the fence must be considered for side flash hazard. Metal masses or poles pose a side flash hazard if they are positioned too close to components or any metal object bonded to the grounding system. To minimize the side flash hazard metal masses or poles must be bonded to the fence grounding system or placed outside the side flash separation distance within 6 feet minimum of the fence.
Fences with associated motorized gates, security equipment, metal lighting poles, or any other electrical devices attached to, must be grounded following the six separate requirements for fences and side flash hazard mentioned above.
c. Ground fences on each side of all gates or openings , at each corner, at the closest approach to each building located within 50 feet of the fence, and where the fence alignment changes more than 15 degrees.
Ensure grounding locations are located no more than 650 feet apart.
Bond each gate panel with a flexible bond strap to its gate post.
Ground fences crossed by powerlines of 600 volts or more at or near the point of crossing and at distances not exceeding 150 feet on each side of crossing.
d. Provide ground conductor consisting of No. 8 AWG solid copper wire.
Use grounding electrodes that measures 3/4 inch by 10 foot long and are a copper-clad steel rod. Drive electrodes into the earth so that the top of the electrode is at least 6 inches below the grade. Where driving is impracticable, bury electrodes a minimum of 12 inches deep and radially from the fence. Install the top of the electrode to be less than 2 feet or more than 8 feet from the fence. Clamp ground conductor to the fence and electrodes with bronze grounding clamps to create electrical continuity between fence posts, fence fabric, and ground rods. Measure total resistance of the fence to ground and ensure it is not greater than 25 ohms.
3.3 CLOSEOUT ACTIVITIES
3.3.1 Cleanup
Remove waste fencing materials and other debris from the work site each workday.
-- End of Section --
SECTION 32 31 13.53 Page 9
File details come from the government source that posted it. Updated .