11 81 00.pdf

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BEQ Repair AS4212
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N4008525R2620
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This document is a technical specification section (Section 11 81 00) for fall protection systems at MCB Camp Lejeune, North Carolina, part of a BEQ (Bachelor Enlisted Quarters) repair project. The specification details requirements for horizontal rail assemblies, roof anchor posts, harnesses, lanyards, and cables, with a focus on comprehensive fall protection installation for roof work. Key technical specifications include low-profile aluminum rails (1.25 x 1.25 inches), single-point D-ring anchors with a 310-pound capacity, and companion harnesses with shock-absorbing lanyards that comply with ANSI safety standards.

The fall protection system is designed to allow workers to move freely along roof surfaces with continuous hands-free access, with rails capable of withstanding 2,700 pounds of force. The installation schedule indicates a horizontal rail (268 linear feet) at the roof ridge, anchor posts at the roof hip (4 each), roof hatch (1), and rail terminations (2), with a 10-year manufacturer warranty. Maintenance requirements include annual inspections, component replacement when subjected to fall forces, and cleaning with mild soap and water. The specification provides detailed technical requirements for materials, fabrication, finish, and installation to ensure worker safety during roof-related activities.

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Repairs BEQ AS4212 Project No. 23-0035 MCB Camp Lejeune, NC Roof Amendement - 25 July 2025

SECTION 11 81 00

FALL PROTECTION

05/25

PART 1 GENERAL

1.1 SCOPE

Provide labor, material, equipment and services necessary for, and reasonably incidental to, furnishing and installing fall protection work indicated within the Instruments of Service. Incorporate related accessories and specialties to accomplish a complete and proper installation. Coordinate and schedule this work with the work of other trades to ultimately provide superior workmanship in the finished product.

1.2 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.

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 611 (2014) Voluntary Specification for Anodized Architectural Aluminum

AAMA 2603 (2020) Voluntary Specification, Performance Requirements and Test Procedures for Pigmented Organic Coatings on Aluminum Extrusions and Panels

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A10.32 (2012) Personal Fall Protection Used in Construction and Demolition Operations

ANSI Z359.1 (2007) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

ANSI Z359.6 (2016) Specifications and Design Requirements for Active Fall Protection Systems

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2020; Errata 1 2021) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel

ASTM A500/A500M (2023) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and

SECTION 11 81 00 Page 1

Shapes

ASTM A666 (2023) Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate and Flat Bar

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

DELEGATED DESIGN ; G

Submit a DELEGATED DESIGN with sealed calculations and shop drawings prepared by a registered professional engineer.

Supplement delegated design shop drawings with fall protection assembly structural computations. Tie general manufacturer data of appurtenant components utilized to project specific conditions. Specify fastening patterns and connections.

SD-03 Product Data

ROOF RAIL ASSEMBLIES; G

ROOF ANCHOR POSTS; G

HARNESSES, LANYARDS AND CABLES; G

Furnish data indicating sizes, descriptions, capacities, test certifications and similar product details.

WARRANTY

SD-04 Samples

Components ; G

Submit samples of each component type and finish of horizontal aluminum rail assemblies and components proposed for use .

Furnish two samples of each selected finish that is representative of the installation.

SD-05 Design Data

DELEGATED DESIGN ; G

Submit a DELEGATED DESIGN with sealed calculations and shop drawings prepared by a registered professional engineer.

Fall protection assemblies describe basic functions, exposures and characteristics. Furnish appurtenant equipment items, secondary components, connections, distribution, electronics and accessories to support conventional system operations. Compare suitability

SECTION 11 81 00 Page 2 and adaptability of items cited with substrates and field conditions encountered. Account for supplementary items, functional coordination and mounting options that optimize fall protection use, operation and performance, and furnish these refinements to complement the design conditions scheduled.

SD-10 Operation and Maintenance Data

Maintenance Practices

Fall Protection Assemblies ; G

Maintenance

1.4 MAINTENANCE MATERIAL SUBMITTALS

Submit the recommended maintenance practices for each type of installation provided.

1.5 DESIGN CRITERIA

Assemblies allow users to walk the entire length of rail uninterrupted and provide secure anchorage to arrest a fall. Users have freedom of movement and carriages run unhindered. Assemblies can be mounted to floors, walls or ceilings and accommodate multiple users as dictated by delegated design. Users have continuous hands free access for performing tasks.

Withstand the effects of loads and stresses described in ANSI Z359.6 and OSHA 1926.502. Calculations account for dynamic loads, impact factors and assembly inertia forces.

Determine fall arrest loads for two workers. Each worker, including tools and material carried, weighs 310 pounds. Connection devices provide a maximum arresting force of 900 pounds. Incorporate a safety factor of 2.0 in calculations. The maximum load presumes that both workers are connected to a common assembly and fall simultaneously. A third worker may be added that is connected to an assembly serving a separate area.

Select combinations of rails, anchors, harnesses, lanyards and cables meeting or exceeding the maximum arresting force dictated by delegated design.

1.6 WARRANTY

Furnish the standard 10 year warranty of the manufacturer. Coverage is to ensure that fall protection assembly finishes do not corrode, peel, chip, crack, blister or chalk.

PART 2 MATERIALS

2.1 ROOF RAIL ASSEMBLIES

2.1.1 Description

Horizontal rail assemblies include attachment carriages, attachment plates, joints, corners, system stops, rails, carriage stops, specialty components and similar items. Rails withstand 2,700 pounds of force maximum, and calculations are adjusted to accommodate no more than the maximum arresting force of user harness, lanyard and attaching cable.

SECTION 11 81 00 Page 3

2.1.2 Components

Low profile rails are 1.25 inch by 1.25 inch aluminum extrusions.

Concealed rail connectors are 2.11 inch by 6.06 inch aluminum extrusions and supported with 7.87 inch armatures attached to substrates. Side fixed connectors are similar and also function as an anchor without any additional support. Connectors comply with OSHA 1926.502. Corners and bends have 90 degree and 45 degree configurations. Curves are available up to a radius of 7.87 inches. System stops prevent rails from disengaging end brackets. Molded ends protect exposed edges at rail terminations. Tamperproof carriage stops prevent carriages from disengaging rails. Removable carriage stops prevent carriages from disengaging rails, however, can be removed to replace carriages.

Attachment carriages are aluminum with a tensile strength of 3,372 pounds and glide on aluminum, nylon coated wheels. A stainless steel shackle with carabiner hook creates a pivot that enables cable connection at any angle. Provide signage and identification tags.

2.1.3 Attachments

Rail fixing attachments are components fabricated from aluminum and stainless steel. End anchors secure rail terminations to the structure and control rail movement in the event of a fall. Intermediate anchors secure rails to the structure at intervals that suit the substrate of attachment. Concealed end anchors secure rail terminations to the structure and control rail movement in the event of a fall. Concealed intermediate anchors secure rails to the structure at intervals that suit the substrate of attachment.

2.1.4 Steel

Fabricated supports are carbon steel with a corrosion resistant finish.

Plates, shapes and bars conform to ASTM A36/A36M. Tubes are cold formed and conform to ASTM A500/A500M . Welding rods and bare electrodes are selected according to AWS specifications for metal alloys encountered.

Steel receives a zinc galvanized finish.

2.1.5 Stainless Steel

Stainless steel is Type 316 and complies with ASTM A666. Stainless steel receives an electro polished finish.

2.1.6 Aluminum

Aluminum is 6061 alloy or 6068 alloy, as selected for properties best suited for applications encountered. Aluminum receives a heavy commercial anodized finish.

2.1.7 Fabrication

Fabricate anchoring devices to provide adequate support for the intended use. Shop fabricate required anchorage posts using structural steel with material test certificates for full metal traceability. Provide certified welders to perform welding in accordance with AWS D1.1/D1.1M . Fabricate joints in a manner that discourages water accumulations.

2.2 ROOF ANCHOR POSTS

Roof anchor posts have a single point, D ring anchor that swivels and

SECTION 11 81 00 Page 4 orients in the direction of the force. Assemblies have a maximum capacity of 310 pounds, an activation force of 1,000 pounds and comply with ANSI A10.32 and ANSI Z359.1 . Internal energy absorber and components are stainless steel and protected within a zinc plated, powder coated steel tube and vinyl weather cap. Anchors are bolted to a zinc plated, powder coated steel base plate with four, non penetrating clamps having set screws that engage standing seam roofing without penetrating sheet metal profiles. Extender bars, clamps and hardware are anodized aluminum or stainless steel. Adhesives and sealants are not required. Basis for roof anchor post is Miller Fusion Roof Anchor Post as manufactured by Honeywell International, Incorporated, www.honeywellsafety.com.

2.3 HARNESSES, LANYARDS AND CABLES

2.3.1 Components

Provide companion harnesses, shock absorbing lanyards and self retracting cable lifelines. Harness webbing is vinyl coated and elastic keepers are polyester, nylon and lycra with clear, chromate finished carbon steel and stainless steel buckles, pivotlink and back D ring. Grommets are brass.

Harness has a working load of 400 pounds and complies with ANSI A10.32 and ANSI Z359.1 . Shock absorbing lanyard webbing is vinyl coated with a polyester core. Thread consists of 6 cords bonded within three strand polyester. Locking snap hooks have a 0.75 inch gate opening, D rings are 3 inches in diameter and must withstand 3,600 pound tensile loads. Hooks are zinc plated steel. Lanyards comply with ANSI A10.32 and have a working load of 310 pounds. Self retracting cable lifeline is contained within a nylon housing. Cable is 7 x 19, 0.1875 inch diameter galvanized or stainless steel. Snap hooks, carabiners and hubs are galvanized, zinc plated and stainless steel. The braking mechanism is brass and stainless steel. Cable working length is [50 feet].

2.4 Anodized Finish

Give aluminum extrusions and sheet coil for heavy commercial applications a pretreatment to enhance adhesion followed by a caustic etch or alkaline wash for cleaning and degreasing. Apply a phosphate spray or chromate conversion treatment to protect against humidity and corrosive chemicals.

Furnish an anodized treatment conforming to AAMA 611 to obtain an architectural Class I coating. Provide a two coat application that achieves a 0.7 mil thickness.

2.5 Powder Coat Finish

Give aluminum extrusions and steel fabrications for interior applications a pretreatment to enhance adhesion followed by a caustic etch or alkaline wash for cleaning and degreasing. Apply a phosphate spray or chromate conversion treatment to protect against humidity and corrosive chemicals.

Furnish an acrylic, polyester baked enamel or powder coating treatment conforming AAMA 2603. Bake the treatment using a temperature and time relationship that ensures thorough curing and a tough, durable finish.

Provide a one coat application that achieves a 0.8 mil thickness.

2.6 Performance Coordination

Furnish fasteners, accessories and options as recommended by the manufacturer for the specific applications and substrates encountered within the work.

SECTION 11 81 00 Page 5

PART 3 INSTALLATION

3.1 DELEGATED DESIGN

Prepare a DELEGATED DESIGN for fall protection assemblies.

3.2 Loading

Install anchorage and fasteners to obtain allowable working loads.

Furnish exposed work true to line and level with accurate angles, and surfaces and with straight, square edges. Do not load or stress assemblies until the installation is complete and certified for service.

3.3 Adjustment

Adjust components to function smoothly and safely.

3.4 FALL PROTECTION SCHEDULE

Mark Location Description Dimension Quantity HR Roof ridge Horizontal rail 2 68 linear feet 1 each AP Roof hip Anchor post 4 each AP Roof hatch Anchor post 1 each

AP Rail termination Anchor post 2 each

3.5 MAINTENANCE

Clean components with a soft brush, warm water and a mild soap solution.

Thoroughly rinse with clean water.

Inspect fall protection assemblies annually. Remove unsafe and defective assemblies from service. Remove components subjected to fall forces from service. Use certified installers to implement repairs, replace components and return fall protection assemblies to service.

For maintenance, replacements and repairs, furnish [two sets] each of companion harness, lanyard and cable from the same shipment as the installed fall protection work

-- End of Section --

SECTION 11 81 00 Page 6

11 81 00 - FALL PROTECTION
PART 1 GENERAL
1.1 SCOPE
1.2 REFERENCES
1.3 SUBMITTALS
1.4 MAINTENANCE MATERIAL SUBMITTALS
1.5 DESIGN CRITERIA
1.6 WARRANTY
PART 2 MATERIALS
2.1 ROOF RAIL ASSEMBLIES
2.1.1 Description
2.1.2 Components
2.1.3 Attachments
2.1.4 Steel
2.1.5 Stainless Steel
2.1.6 Aluminum
2.1.7 Fabrication
2.2 ROOF ANCHOR POSTS
2.3 HARNESSES, LANYARDS AND CABLES
2.3.1 Components
2.4 Anodized Finish
2.5 Powder Coat Finish
2.6 Performance Coordination
PART 3 INSTALLATION
3.1 DELEGATED DESIGN
3.2 Loading
3.3 Adjustment
3.4 FALL PROTECTION SCHEDULE
3.5 MAINTENANCE

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