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![]() An OSHA Guidance Document SAFE WORK PRACTICES FOR MARINE HANGING STAGING: AN OSHA GUIDANCE DOCUMENT Occupational Safety and Health Administration Directorate of Standards and Guidance Office of Maritime U.S. Department of Labor Washington, DC 20210 April 2005 CONTENTS Intended Use Planning Roles and Responsibilities of the Qualified Person Fall Protection Protection During Erection and Dismantlement Protection During Work Operations Anchorages and Attachments Suspension Cables Scaffold Stability and Strut Connections Planking Access Material Handling Operations Definitions and Specifications Appendix A: Diagrams Diagram 1-Pork Chop (Cable Attachment Hanger) Diagram 2-S-Hook Cable Hanger Diagram 3-S-Hook Attachment Detail Diagram 4-Safety Hook Diagram 5-Safety Hook Diagram 6-Backing Rod, Suspension Rope, and Strut Pin Connection Diagram 7-Strut Pin Connection Diagram 8-Side Elevation, Marine Hanging Staging, Rigid Guardrail System (top); Wire Rope Guardrail System (bottom) Diagram 9-Back Elevation, Marine Hanging Staging, Rigid Guardrail System (top); Wire Rope Guardrail System (bottom) Appendix B Sample Job Hazard Analysis (JHA) Format Appendix C Tagging System Introduction The purpose of this document is to help employers design, assemble, use, and dismantle marine hanging staging (MHS) in a manner that is safe for employees. The use of MHS is becoming more common in shipyard operations because it can be configured to a variety of hull configurations. However, the safe use of MHS requires careful planning and proper work practices. MHS is not specifically covered by an Occupational Safety and Health Administration (OSHA) standard or other national consensus standard, so OSHA is publishing this guidance document to assist employers with their duty to ensure the safety of employees who install, use, and dismantle this type of staging. MHS is a suspended scaffolding system that is especially useful when workers are performing abrasive blasting and painting work in or on a vessel or vessel section. The staging is typically rigged as paired assemblies of wire rope hung from overhead anchorages. Struts are then attached to the wire rope pairs at various heights to support manufactured planks. Oftentimes, several assemblies are joined together to form continuous levels of staging inside a vessel compartment. The guidance in this document is based on design criteria and work practices developed and used by shipyards in Virginia and its regional association, the Virginia Ship Repair Association, Inc. (VSRA). OSHA has reviewed the testing of component parts of this system (based on 5/8-inch wire rope cables for suspension) and specifications for various components. In addition, the Agency had the specifications reviewed by a registered professional engineer to ensure that the components had sufficient strength for their intended use. The Agency has concluded that, as specified and designed, it is sufficiently strong when used within its rated capacity. This document has several important limitations. It does not cover all forms and sizes of MHS, and MHS safety is highly dependent on proper design, material selection, installation, and use. Each MHS installation will be unique, and the recommendations in this guidance document should be adapted to the particular circumstances of the installation. Therefore, OSHA cannot guarantee the safety of any individual MHS installation. OSHA recommends that employers use only trained workers under the supervision of a qualified person (discussed below) to erect and dismantle MHS. OSHA further recommends that employers train employees and others who use the staging to recognize unsafe acts and conditions related to the equipment.
Intended Use Knowing a scaffold's intended use is critical to its design and construction. By design, MHS is a temporary elevated platform that supports workers and their tools. Marine Hanging Staging is not intended to support heavy materials such as plate or pipe. A marine hanging scaffold might be installed by one contractor, such as a painting contractor performing blasting and coating at a later date, and then be used by another employer, such as a contractor repairing a hull prior to blasting and coating. Erecting this type of scaffolding to safely accomplish more than one kind of work requires careful planning and clearly defined roles and responsibilities. Fundamental to determining the loading characteristics of any scaffold is its material makeup and the manner in which it is constructed. MHS must be capable of supporting its own weight (the dead load) and at least four times the maximum intended load - the sum of the weight of persons occupying the scaffold and equipment to be placed on the scaffold. In other words, the staging must have a safety factor of 4:1 [29 CFR Part 1915.71(b)(1)]. Wire rope used for suspending scaffolds must have a safety factor of 6:1 [29 CFR Part 1915.112(b)(1)]. Using accepted engineering principles and field tests, Virginia shipyard employers(1) have determined that this type of MHS is a suitable support for two workers and their tools, or 500 pounds per platform level, provided the staging does not exceed seven tiers (platform levels) in height. Any staging that exceeds seven tiers requires a complete engineering analysis for the entire installation [29 CFR Part 1915.71(h)(1)]. Planning Given the unique configuration of each vessel, employers will need to carefully plan the manner in which the MHS will be erected and used. After a physical inspection of the areas to be staged, the qualified person responsible for the staging installation should prepare a job hazard analysis (JHA). A qualified person possesses a degree, professional certification, or extensive knowledge and experience relating to MHS so he or she can identify hazards and problems and ensure safe MHS use. An effective JHA will consider and address safety factors and conditions such as the reliability of overhead structural supports; the sizing and spacing of platform assemblies; the sequence of work to be performed; and fall protection strategies during erection, use, and disassembly. The JHA will provide a consistent set of safe work practices for all workers and contractors who will use the MHS. The JHA will also inform and guide the crews who will erect and dismantle the staging and those who use it. The qualified person will usually present and discuss the JHA with the different work crews. A sample JHA format for MHS can be found in Appendix B. Roles and Responsibilities of the Qualified Person The qualified person, designated by the employer, is critical to both planning for and ensuring the safety of the staging. The qualified person's responsibilities include:
The shipyard owner or other entity with an ongoing presence at the worksite and in control of the ship or vessel being repaired needs to coordinate the use of the MHS and be responsible for informing other employers (whose workers might use the scaffold) about its safe use and limitations. OSHA recommends that each shipyard establish a uniform system throughout the shipyard that serves to notify workers of a scaffold's status at any given time, such as a tagging program meeting the requirements of American National Standards Institute (ANSI) A10.8-2001, Safety Requirements for Scaffolding, Section 4.46(2). Tags or signs are most effective when located at the scaffold access points. A sample scaffold tagging system is presented in Appendix C. Fall Protection Protection During Erection and Dismantlement Erection and dismantlement of MHS poses potential fall hazards to workers. This section describes methods for controlling fall hazards and ensuring that the work can be performed safely. OSHA recommends that the employer reduce the potential for falls during erection and dismantlement by keeping work performed at heights to a minimum. One way to minimize this work is to assemble as many staging components as possible at ground level. For example, attaching wire rope clips and backing rods for the support of struts at predetermined lengths on suspension rope assemblies and tightening them can be performed at ground level. One operation that cannot be carried out on the ground is the attachment of suspension rope assemblies to overhead structural supports. In certain vessels, the use of ladders, mechanized lifts, and other ground-based equipment to reach certain attachment points on the overhead supports is impractical or poses a greater hazard. To accomplish this task, the shipyard industry uses a method of working aloft known as "rope walking." Rope walking is physically demanding work. Protected with a full-body harness and a self-retracting lanyard/lifeline (SRL) secured to an anchorage near the point of access, a cable hanger or rope walker moves from point to point across an overhead area. As the rope walker travels, hanging and standing on "footholds" or stirrups attached to weep holes or other openings on the overhead, the rope walker connects a succession of stand-off pulleys that maintain downward tension on the lifeline and prevent a swing fall. The stirrups are attached to the same kinds of openings in the overhead supports that ultimately hold the attachments for the scaffold's suspension rope assemblies. In moving from location to location, the rope walker hoists the suspension rope assemblies from the base of the tank and attaches them to overhead supports with S-hooks, pork chops, or beam clamps. Important considerations for rope walkers include:
Protection During Work Operations During use of MHS for work operations, the types of fall protection to be used might vary, depending on the hull configuration, the distance(s) between scaffold platforms and solid structures, and the types of guardrail systems best suited for the intended operation(s). Standard guardrails are always preferable to personal fall arrest systems. A guardrail system prevents falls from occurring, thereby reducing the potential for a worker to be injured if he/she is only protected by a personal fall arrest system itself. Whenever practical, use standard guardrails with rigid top and middle rails for all open sides of the staging when the fall distance to a lower level exceeds 5 feet [29 CFR Part 1915.71(j)(1)]. When wire rope is used for top rails and/or middle rails, additional protective features must be introduced. The suspension rope assemblies to which the wire rope guardrails are attached are flexible. When guardrails of wire rope are attached to suspension cable assemblies using wire rope clamps (not tied), the outward and downward deflection of the top and middle cables cannot be minimized. Positioning the top cable at 48 inches and the middle cable at 24 inches above platform level and using safety screen to fill the gap will provide an added degree of protection by "containing" worker(s) on the platform. From field tests, the Virginia Ship Repair Association, Inc. (VSRA) engineering study has determined that for the screen to be an effective barrier, it must be attached to the top rail cable, platform, and scaffold suspension ropes with plastic ties at 18-inch intervals. Use flame-resistant, polyethylene fencing material with maximum openings of 1½ by 3½ inches, and plastic wire ties, each with a breaking strength of not less than 740 pounds. Workers can fall through gaps between the platform and the adjacent solid structure (hull, bulkhead, or flats) if such gaps are greater than 6 inches. In operations such as blasting and coating, however, it is often impractical to use guardrails on the working sides of MHS. A guardrail may be eliminated on a working side when this gap can be limited to 6 inches and the platform is secured (from movement). Operations performed on the staging that could move the platform away from the structure and widen the gap must be prohibited. If the required distance cannot be maintained and guardrails are either infeasible due to clearances or impractical because of the type of work to be performed, workers must be protected with personal fall arrest systems [29 CFR Part 1915.71(j)(3)]. A personal fall arrest system is the least desirable type of fall protection. Stopping a fall with this equipment can result in serious internal injuries to a worker. A worker can be prevented from falling altogether from an unguarded edge of a working platform if his/her harness is secured to a reliable anchorage [29 CFR Part 1915.159(a)(9)] with a pre-determined length of lanyard. A qualified person must carefully evaluate the design and use of personal fall arrest systems. In addition, regardless of the type of system used, workers must receive comprehensive training in the safe use and limitations of such equipment. 29 CFR Part 1915.159(d) contains the training requirements for personal fall arrest systems. Anchorages and Attachments A staging system's capacity is greatly affected by the condition of the overhead supports, as well as the type of connection(s) to be made between the supports and suspension wire rope assemblies. Based on information from the shipyard owner, the qualified person must determine the condition of a vessel's structural components, including those to which the staging will be attached. This information shall then be used to calculate both the weight of the MHS itself and the loads to be placed on it [29 CFR Part 1915.71 (h)(1)]. The types of overhead supports available in a vessel dictate the type of attachment to be made between the staging suspension ropes and the structure. A beam clamp, which positively engages an overhead structural member, is preferable to an S-hook or a pork chop. The latter two systems depend heavily on downward and inward forces of the scaffold itself to prevent detachment. Diagrams 1 and 2, in Appendix A, illustrate two of these tested systems of attachment that are used by shipyard employment, the pork chop and the S-hook. When S-hooks or pork chops are used, the wire ropes used in suspending this type of scaffold will necessarily be out-of-plumb to prevent uplift and/or displacement of the attachments. To maintain this non-vertical condition, installation crews should construct the bottom-most platform level of the staging first. They should then hang the suspension cables in a manner that exerts an inward tension to the overhead attachments. Both the structural supports and the wire rope must be able to sustain additional loads imposed by these eccentric forces. Suspension Cables Suspension cable failure is a major concern with any type of suspended scaffold, and MHS is no exception. A number of conditions can cause the cables to part, including overloading, stray welding current, and internal (hence undetectable) damage from various kinds of chemical and environmental attack. Important considerations for cables are listed below:
Stability in an MHS platform is achieved in part by the number of adjacent platform systems. The tendency of any cable-suspended staging to sway, whether during erection, use, or disassembly, must be considered by the qualified person when a particular installation is being designed. In general, the more tiers and sections of MHS that are tied together, the more stable the staging. Conversely, a failure of one component or section of staging may damage other portions of the staging. Operations such as hoisting and lowering of materials near the MHS could cause it to move and widen the gap between an unguarded, working side of the stage and the adjacent solid structure. Tie-ins should be installed to stabilize the staging whenever lateral movement could compromise fall protection systems or the integrity of the scaffold or its component parts. Properly securing platforms to struts and connecting struts to suspension cable assemblies are critical aspects of safe MHS. Struts form the bearing for the staging planks. The sequence of their installation and the manner in which they are connected to the suspension ropes is critical to the safe erection and use of the staging. Important stability considerations include the following items, which are based on sound engineering principles:
The standing surfaces typically used in MHS are of a specialized design and constructed for hard use. Referred to in the industry as "bedsprings" by virtue of their appearance and material makeup, they vary in length between 2 and 10 feet, depending on desired platform length. Bedsprings consist of two rails constructed of 1-inch solid steel stock (ASTM 105), 2-inch (OD) 40-gauge steel tubing (ASTM 105) or equivalent, joined by cross members of equivalent strength, and spaced between 12 and 27 inches apart, depending on length. Expanded metal mesh, the standing surface of the bedspring, is welded to the rails and cross members at intervals that prevent no more than 1-inch of downward deflection. The ends of the bedspring rails are equipped with hangers that secure the rails to the staging struts. Bedsprings are wire-tied to the struts at both ends to prevent displacement. Through design criteria established by engineering analyses and failure mode analysis of MHS components, a duty rating of 500 pounds has been assigned to this type of planking. Thus, no more than two persons and their tools can occupy a single platform at any given time [29 CFR Part 1915.71(b)(1)]. Important considerations for planking include:
Safe access to MHS platforms shall be provided at all times by stairways or ladders [29 CFR Part 1915.71(k)(1)]. The qualified person should consider access when performing the JHA. Stair and ladderway openings in staging platforms must be protected with standard guardrails on all open sides, except at points of entry. Locate entry points to ladder or stairway openings away from work locations to the extent feasible, or install removable rails or gates. Ladders used for access to staging must comply with 29 CFR Part 1915 Subpart E. Material Handling Operations Because MHS is designed as only a temporary elevated support for workers and their tools, using the staging for storage of materials or as an attachment point for lifting and tensioning devices such as chain falls, come-alongs, and spreaders is considered an unsafe work practice. Similarly, operations in close proximity to the staging, such as those involving lifting equipment and suspended loads, can cause uplift, horizontal movement of the stage, or displacement of critical scaffold components. Important considerations for materials handling include:
Angulated roping: In MHS, a method of rigging suspension ropes to prevent uplift or displacement of their attachments to overhead anchorage points. With this rigging method, suspension ropes are hung slightly off vertical and farther apart at their anchorage points than at their connections to the lowest platform level(s). Backing rod: A short length of wire rope that serves as a spacer between the suspension cable and the "dead" sides of U-bolt-type wire rope clips. Backing rods should be 5/8-inch improved plow steel, independent wire rope core (IWRC) 6 by 7 wire rope (see Diagram 6, Appendix A). Bedspring: A shipyard term for a manufactured metal scaffold plank. Synonyms: dimes, planks, staging boards. Cable installer or hanger: See definition for "rope walker." Fall protection system: A system to keep workers from falling to lower levels. Three kinds of protection are suitable for MHS: (1) a guardrail system consisting of a rigid top rail at 42 to 45 inches above the platform, a middle rail located halfway between the upper rail and the platform, a toeboard, and related attachments; (2) a guardrail system consisting of two horizontal wire rope rails at intervals of 48 and 24 inches, and a safety screen between the top rail and the platform and related attachments; or (3) a personal fall arrest system meeting the requirements of 29 CFR 1915.159. Marine hanging staging (MHS): A type of hanging scaffolding used for ship repair, incorporating tiers/levels of manufactured scaffold planks ("bedsprings") supported by bearers ("struts") attached to pairs of wire ropes suspended near-vertically from overhead anchorages. Platform (alternative title: "Section"): A section (or "module") of MHS. A platform consists of four anchor attachments (S-hooks, pork chops, or beam clamps); four suspension cable assemblies; eight 5/8-inch wire rope clips; four backing rods; two struts; bedsprings wire-tied to the struts; and a fall protection system. Pork chop: A shipyard term for a type of bracket used to attach a suspension cable assembly to an overhead L-shaped structural steel anchorage. This type of attachment engages portions of the top and bottom of the L's lower flange. Pork chops vary in size, based on flange width. As such, they must be designed and fabricated in accordance with accepted engineering principles. (See Diagram 1, Appendix A.) Qualified person: A person who by possession of a recognized degree or certification of professional standing, or who by extensive knowledge, training, and experience has successfully demonstrated the ability to solve or resolve problems related to the subject matter, the work, or the project. The qualified person is designated by an employer as responsible for erection, alteration, modification, dismantlement, and any ongoing inspection of the staging. Rat hole: A shipyard term for the existing holes found on overhead structural steel supports in cargo holds, tanks, and other areas aboard a vessel. Synonym: weep hole. Rope walker: A person who installs anchorage attachments and suspension cable assemblies on the overheads of holds and at other heights where the use of conventional access equipment such as ladders, scaffolding, or lifts is either infeasible or potentially creates a greater hazard. Synonym: suspension cable installer or hanger. S-hook: A type of attachment between a support cable assembly and an overhead anchorage. Typically formed of steel bar stock, one leg of an S-hook is placed through a rat hole on an overhead structural steel support of a vessel or tank; the opposite leg is closed, forming an eye for attachment of a suspension cable assembly with a shackle. (See Diagrams 2 and 3, Appendix A.) Safety hook: A means of attaching stirrups and personal fall protection equipment to overhead structural steel supports by cable installers/"rope walkers." (See Diagrams 4 and 5, Appendix A). Safety screen: Flame-resistant plastic screening that supplements the fall protection characteristics of a guardrail. Struts: The bearers that serve as supports for a stage's planks ("bedsprings"). Struts are typically 1½-inch diameter ASTM Schedule 40 pipe of varying lengths, with machined (not burned) notches at each end to receive the suspension cable assemblies. The struts bear on wire rope clips and backing rods attached at intervals along the lengths of the suspension ropes. (See Diagram 6, Appendix A.) Strut pin: A 1/4-inch bolt or equivalent, at least 3 inches in length, with a locking nut that positively secures a strut to a suspension rope. (See Diagram 7, Appendix A.) Suspension cable: A 5/8-inch improved plow steel, IWRC 6 by 7 (or greater, based in the intended load) wire rope having a nominal strength of not less than 17.1 tons that, when installed with others, forms the vertical supports for the scaffold's bearers ("struts"). Suspension rope assembly: A suspension rope with a closure formed by three wire rope clips at its top; a thimble to attenuate wear on the closure; a screw pin shackle having a working load of not less than 4,000 pounds for attachment to an S-hook, pork chop, or beam clamp; and wire rope clips and backing rods positioned at intervals along the length of the rope. (See Diagrams 8 and 9, Appendix A.) Weep hole: See definition for "rat hole." Appendix A Diagrams ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() Appendix B Sample Job Hazard Analysis (JHA) Format
Appendix C
Tagging System ![]() Footnote 1 Members of the Virginia Ship Repair Association, Inc. (VSRA). (Back to text) Footnote 2 "On scaffolds that will remain in place for long durations in either a fully or partially erected state, or on scaffolds that may be potentially used by trades other than those responsible for its erection, dismantlement, alteration or modification, a notification system shall be used to inform workers of the status and condition of the scaffold that includes at least the following information:
Accessibility Assistance: If additional assistance is needed in reading/reviewing the images contained in this document, contact the OSHA Directorate of Technical Support and Emergency Management at (202) 693-2300. |
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