Guarding Floor and Wall Openings and Holes
This section has been reviewed and updated as needed: May 2014
- Take the employee around to the various areas they will be working.
- Show them the potential floor/wall opening or hole hazards they will be exposed to.
- Then show them what safety measures they should take to reduce or eliminate the floor/wall opening or hole hazard.
It is the employee’s responsibility to follow all OSHA regulations while working out in the field. That includes:
- Setting up the work area according to Guarding Floor and Wall Openings and Holes OSHA Standard 1910.23.
- Reporting any potential hazards associated with floor openings, wall openings, or holes.
Every ladder way floor opening or platform shall be guarded by a standard railing with a standard toe board on all exposed sides (Except at the entrance to the opening), with the passage through the railing either provided with a swinging gate or so offset that a person cannot walk directly into the opening.
Every hatchway and chute floor opening shall be guarded by one of the following:
- Hinged floor opening cover of standard strength and construction equipped with standard railings or permanently attached thereto so as to leave only one exposed side. When the opening is not in use, the cover shall be closed or the exposed side shall be guarded at both top and intermediate positions by removable standard railings.
- A removable railing with a toe board not on more than two sides of the opening and fixed standard railings with toe boards on all other exposed sides. The removable railings shall be kept in place when the opening is not in use.
- Where operating conditions necessitate the feeding of material into any hatchway or chute opening, protection shall be provided to prevent a person from falling through the opening.
Every skylight floor opening and hole shall be guarded by a standard skylight screen or a fixed standard railing on all exposed sides.
All pit and trapdoor floor openings that are infrequently used shall be guarded by a floor opening cover of standard strength and construction. While the cover is not in place, the pit or trap opening shall be constantly attended by someone or shall be protected on all exposed sides by removable standard railings.
Every manhole floor opening shall be guarded by a standard manhole cover (It does not have to be hinged in place.). While the cover is not in place, the manhole opening shall be constantly attended by someone or shall be protected by removable standard railings.
Every temporary floor opening shall have standard railings, or shall be constantly attended by someone.
Every floor hole which employees can accidentally walk into shall be guarded by either:
- A standard railing with a standard toe board on all exposed sides.
- A floor hole cover of standard strength and construction. While the cover is not in place, the floor hole shall be constantly attended by someone or shall be protected by a removable standard railing.
Every floor hole which employees cannot accidentally walk into (on account of fixed machinery, equipment, or walls) shall be protected by a cover that leaves an opening no more than 1 inch wide. The cover shall be securely held in place to prevent tools or materials from falling through.
Where doors or gates open directly on a stairway, a platform shall be provided, and the swing of the door shall provide a width of no less than 20 inches.
- Rail, roller, picket fence, half door, or a barrier of equivalent effectiveness. Where there is exposure below to falling materials, a removable toe board or the equivalent shall also be provided. When the opening is not in use for handling materials, the guard shall be kept in position regardless of a door on the opening. In addition, a grab handle shall be provided on each side of the opening with its center approximately 4 feet above floor level and of standard strength and mounting.
- Extension platform onto which materials can be hoisted for handling, and which shall have side rails or equivalent guards of standard specifications.
Every chute wall opening from which there is a drop of more than 4 feet shall be guarded by one or more of the barriers specified in List 3 of this section or as required by the conditions given in the work area.
Every window wall opening at a stairway landing, floor, platform, or balcony, from which there is a drop of more than 4 feet, and where the bottom of the opening is less than 3 feet above the platform or landing, shall be guarded by standard slats, standard grill work (as specified in the last paragraph under Wall Openings of this policy), or standard railing.
In areas where the window opening is below the landing, or platform, a standard toe board shall be provided.
Every temporary wall opening shall have adequate guards but they do not have to be of standard construction.
Where there is a hazard of materials falling through a wall hole, and the lower edge of the near side of the hole is less than 4 inches above the floor, and the far side of the hole more than 5 feet above the next lower level, the hole shall be protected by a standard toeboard, or an enclosing screen either of solid construction, or as specified in the last paragraph under ‘Railing, Toe Boards, and Cover Specifications: Wall Openings‘ of this policy.
- Employees can pass through.
- There is moving machinery.
- There is equipment with which falling materials could create a hazard.
Every runway shall be guarded by a standard railing (or the equivalent as specified in the ‘Railing, Toe Boards, and Cover Specifications: Railings‘ section of this policy) on all open sides 4 feet or more above floor or ground level. Wherever tools, machine parts, or materials are likely to be used on the runway, a toe board shall also be provided on each exposed side.
Runways used exclusively for special purposes (such as oiling, shafting, or filling tank cars) may have the railing on one side omitted where operating conditions necessitate such omission, providing the falling hazard is minimized by using a runway that is no less than 18 inches wide. See the UNC Environment, Health and Safety IMAC Manual Machine Safeguarding Requirements section where persons entering upon runways become exposed to machinery, electrical equipment, or other dangers that are not associated with being a falling hazard to the employee.
Regardless of height, open-sided floors, walkways, platforms, or runways above or adjacent to dangerous equipment, pickling or galvanizing tanks, degreasing units, and similar hazards shall be guarded with a standard railing and toe board.
- On stairways less than 44 inches wide having both sides enclosed, at least one handrail, preferably on the right side descending.
- On stairways less than 44 inches wide having one side open, at least one stair railing on open side.
- On stairways less than 44 inches wide having both sides open, one stair railing on each side.
- On stairways more than 44 inches wide but less than 88 inches wide, one handrail on each enclosed side and one stair railing on each open side.
- On stairways 88 or more inches wide, one handrail on each enclosed side, one stair railing on each open side, and one intermediate stair railing located approximately midway of the width.
**The width of the stair is to be measured clear of all obstructions except handrails.
Winding stairs shall be equipped with a handrail offset to prevent walking on all portions of the treads having a width of less than 6 inches.
A stair railing shall be of construction similar to a standard railing but the vertical height shall be not more than 34 inches nor less than 30 inches from upper surface of top rail to surface of tread in line with face of riser at forward edge of tread.
For wood railings, the posts shall be of at least 2-inch by 4-inch stock spaced not to exceed 6 feet; the top and intermediate rails shall be of at least 2-inch by 4-inch stock. If top rail is made of two right-angle pieces of 1-inch by 4-inch stock, posts may be spaced on 8-foot centers, with 2-inch by 4-inch intermediate rail.
For pipe railings, posts and top and intermediate railings shall be at least 1½ inches nominal diameter with posts spaced no more than 8 feet on center.
For structural steel railings, posts and top and intermediate rails shall be of 2-inch by 2-inch by 3/8-inch angles or other metal shapes of equivalent bending strength with posts spaced no more than 8 feet on center.
The anchoring of posts and framing of members for railings of all types shall be of such construction that the completed structure shall be capable of withstanding a load of at least 200 pounds applied in any direction at any point on the top rail.
Other types, sizes, and arrangements of railing construction are acceptable provided they meet the following conditions:
- A smooth-surfaced top rail at a height above floor, platform, runway, or ramp level of 42 inches nominal.
- A strength to withstand at least the minimum requirement of 200 pounds top rail pressure.
- Protection between top rail and floor, platform, runway, ramp, or stair treads, equivalent at least to that afforded by a standard intermediate rail.
Where material is piled to such height that a standard toe board does not provide protection, paneling from the floor to the intermediate rail or to the top rail shall be provided.
The height of handrails shall be not more than 34 inches or less than 30 inches from the upper surface of the handrail to the surface of the tread in line with the face of the riser or to the surface of ramp.
The size of handrails shall be:
- When of hardwood, at least 2 inches in diameter.
- When of metal pipe, at least 1 1/2 inches in diameter.
- The length of brackets shall be such as to give a clearance between the handrail and wall or any projection of at least 3 inches.
- The spacing of brackets shall not exceed 8 feet.
The mounting of handrails shall be such that the completed structure is capable of withstanding a load of at least 200 pounds applied in any direction at any point on the rail.
All handrails and railings shall be provided with a clearance of not less than 3 inches between the handrail or railing and any other object.
Trench or conduit covers and their supports, when located in plant roadways, shall be designed to carry a truck rear-axle load of at least 20,000 pounds.
Manhole covers and their supports, when located in plant roadways, shall comply with local standard highway requirements if any exist. Otherwise, they must be designed to carry a truck rear-axle load of at least 20,000 pounds.
The construction of floor opening covers may be of any material that meets the strength requirements. Covers projecting not more than 1 inch above the floor level may be used providing all edges are chamfered to an angle with the horizontal of not over 30 degrees. All hinges, handles, bolts, or other parts shall set flush with the floor or cover surface.
Skylight screens shall be of such construction and mounting that they are capable of withstanding a load of at least 200 pounds applied perpendicularly at any one area on the screen. They shall also be of such construction and mounting that under ordinary loads or impacts, they will not deflect downward sufficiently to break the glass below them. The construction shall be of:
- Grill work with openings not more than 4 inches long.
- Slat work with openings not more than 2 inches wide with length unrestricted.
Wall opening grab handles shall be not less than 12 inches in length and shall be so mounted as to give 3 inches of clearance from the side framing of the wall opening. The size, material, and anchoring of the grab handle shall be such that the completed structure is capable of withstanding a load of at least 200 pounds applied in any direction at any point of the handle.
Wall opening screens shall be of such construction and mounting that they are capable of withstanding a load of at least 200 pounds applied horizontally at any point on the near side of the screen. They may be of solid construction, of grillwork with openings not more than 8 inches long, or of slat work with openings not more than 4 inches wide with length unrestricted.