Guarding floor and wall openings and holes.

[Title 29 CFR 1910.23]
[Code of Federal Regulations (annual edition) - July 1, 2002 Edition]
[Title 29 - LABOR]
[Subtitle B - Regulations Relating to Labor (Continued)]
[Chapter Xvii - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, DEPARTMENT]
[Part 1910 - OCCUPATIONAL SAFETY AND HEALTH STANDARDS]
[Subpart D - Walking-Working Surfaces]
[Sec. 1910.23 - Guarding floor and wall openings and holes.]
[From the U.S. Government Printing Office]

29LABOR52002-07-012002-07-01falseGuarding floor and wall openings and holes.1910.23Sec. 1910.23LABORRegulations Relating to Labor (Continued)OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, DEPARTMENTOCCUPATIONAL SAFETY AND HEALTH STANDARDSWalking-Working Surfaces
Sec. 1910.23 Guarding floor and wall openings and holes.

(a) Protection for floor openings. (1) Every stairway floor opening
shall be guarded by a standard railing constructed in accordance with
paragraph (e) of this section. The railing shall be provided on all
exposed sides (except at entrance to stairway). For infrequently used
stairways where traffic across the opening prevents the use of fixed
standard railing (as when located in aisle spaces, etc.), the guard
shall consist of a hinged floor opening cover of standard strength and
construction and removable standard railings on all exposed sides
(except at entrance to stairway).
(2) Every ladderway floor opening or platform shall be guarded by a
standard railing with standard toeboard on all exposed sides (except at
entrance to 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.
(3) Every hatchway and chute floor opening shall be guarded by one
of the following:
(i) 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.
(ii) A removable railing with toeboard on not more than two sides of
the opening and fixed standard railings with toeboards 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.
(4) Every skylight floor opening and hole shall be guarded by a
standard skylight screen or a fixed standard railing on all exposed
sides.

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(5) Every pit and trapdoor floor opening, 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.
(6) Every manhole floor opening shall be guarded by a standard
manhole cover which need not 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.
(7) Every temporary floor opening shall have standard railings, or
shall be constantly attended by someone.
(8) Every floor hole into which persons can accidentally walk shall
be guarded by either:
(i) A standard railing with standard toeboard on all exposed sides,
or
(ii) 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.
(9) Every floor hole into which persons cannot accidentally walk (on
account of fixed machinery, equipment, or walls) shall be protected by a
cover that leaves no openings more than 1 inch wide. The cover shall be
securely held in place to prevent tools or materials from falling
through.
(10) Where doors or gates open directly on a stairway, a platform
shall be provided, and the swing of the door shall not reduce the
effective width to less than 20 inches.
(b) Protection for wall openings and holes. (1) Every wall opening
from which there is a drop of more than 4 feet shall be guarded by one
of the following:
(i) Rail, roller, picket fence, half door, or equivalent barrier.
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.
(ii) Extension platform onto which materials can be hoisted for
handling, and which shall have side rails or equivalent guards of
standard specifications.
(2) 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
paragraph (b)(1) of this section or as required by the conditions.
(3) 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 paragraph (e)(11) of this section), or standard
railing.

Where the window opening is below the landing, or platform, a standard
toe board shall be provided.
(4) Every temporary wall opening shall have adequate guards but
these need not be of standard construction.
(5) 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 paragraph (e)(11) of this section.
(c) Protection of open-sided floors, platforms, and runways. (1)
Every open-sided floor or platform 4 feet or more above adjacent floor
or ground level shall be guarded by a standard railing (or the
equivalent as specified in paragraph (e)(3) of this section) on all open
sides except where there is entrance to a ramp, stairway, or fixed
ladder. The railing shall be provided with a toeboard wherever, beneath
the open sides,
(i) Persons can pass,
(ii) There is moving machinery, or
(iii) There is equipment with which falling materials could create a
hazard.
(2) Every runway shall be guarded by a standard railing (or the
equivalent as specified in paragraph (e)(3) of this section) on all open
sides 4 feet or more

[[Page 120]]

above floor or ground level. Wherever tools, machine parts, or materials
are likely to be used on the runway, a toeboard 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 of not less than 18 inches wide.
Where persons entering upon runways become thereby exposed to machinery,
electrical equipment, or other danger not a falling hazard, additional
guarding than is here specified may be essential for protection.
(3) 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.
(d) Stairway railings and guards. (1) Every flight of stairs having
four or more risers shall be equipped with standard stair railings or
standard handrails as specified in paragraphs (d)(1) (i) through (v) of
this section, the width of the stair to be measured clear of all
obstructions except handrails:
(i) On stairways less than 44 inches wide having both sides
enclosed, at least one handrail, preferably on the right side
descending.
(ii) On stairways less than 44 inches wide having one side open, at
least one stair railing on open side.
(iii) On stairways less than 44 inches wide having both sides open,
one stair railing on each side.
(iv) 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.
(v) 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.
(2) Winding stairs shall be equipped with a handrail offset to
prevent walking on all portions of the treads having width less than 6
inches.
(e) Railing, toe boards, and cover specifications. (1) A standard
railing shall consist of top rail, intermediate rail, and posts, and
shall have a vertical height of 42 inches nominal from upper surface of
top rail to floor, platform, runway, or ramp level. The top rail shall
be smooth-surfaced throughout the length of the railing. The
intermediate rail shall be approximately halfway between the top rail
and the floor, platform, runway, or ramp. The ends of the rails shall
not overhang the terminal posts except where such overhang does not
constitute a projection hazard.
(2) 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.
(3) [Reserved]
(i) 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.
(ii) For pipe railings, posts and top and intermediate railings
shall be at least 1\1/2\ inches nominal diameter with posts spaced not
more than 8 feet on centers.
(iii) 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 not more than 8
feet on centers.
(iv) 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.
(v) Other types, sizes, and arrangements of railing construction are
acceptable provided they meet the following conditions:
(a) A smooth-surfaced top rail at a height above floor, platform,
runway, or ramp level of 42 inches nominal;

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(b) A strength to withstand at least the minimum requirement of 200
pounds top rail pressure;
(c) Protection between top rail and floor, platform, runway, ramp,
or stair treads, equivalent at least to that afforded by a standard
intermediate rail;
(4) A standard toeboard shall be 4 inches nominal in vertical height
from its top edge to the level of the floor, platform, runway, or ramp.
It shall be securely fastened in place and with not more than \1/4\-inch
clearance above floor level. It may be made of any substantial material
either solid or with openings not over 1 inch in greatest dimension.

Where material is piled to such height that a standard toeboard does not
provide protection, paneling from floor to intermediate rail, or to top
rail shall be provided.
(5)(i) A handrail shall consist of a lengthwise member mounted
directly on a wall or partition by means of brackets attached to the
lower side of the handrail so as to offer no obstruction to a smooth
surface along the top and both sides of the handrail. The handrail shall
be of rounded or other section that will furnish an adequate handhold
for anyone grasping it to avoid falling. The ends of the handrail should
be turned in to the supporting wall or otherwise arranged so as not to
constitute a projection hazard.
(ii) The height of handrails shall be not more than 34 inches nor
less than 30 inches from upper surface of handrail to surface of tread
in line with face of riser or to surface of ramp.
(iii) 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 will give a clearance
between handrail and wall or any projection thereon of at least 3
inches. The spacing of brackets shall not exceed 8 feet.
(iv) 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.
(6) 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.
(7) Floor opening covers may be of any material that meets the
following strength requirements:
(i) 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.
(ii) Manhole covers and their supports, when located in plant
roadways, shall comply with local standard highway requirements if any;
otherwise, they shall be designed to carry a truck rear-axle load of at
least 20,000 pounds.
(iii) 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.
(8) 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 grillwork with openings not more than
4 inches long or of slatwork with openings not more than 2 inches wide
with length unrestricted.
(9) Wall opening barriers (rails, rollers, picket fences, and half
doors) shall be of such construction and mounting that, when in place at
the opening, the barrier is capable of withstanding a load of at least
200 pounds applied in any direction (except upward) at any point on the
top rail or corresponding member.
(10) Wall opening grab handles shall be not less than 12 inches in
length and shall be so mounted as to give 3 inches 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.
(11) Wall opening screens shall be of such construction and mounting
that

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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 slatwork with openings not more than 4 inches wide with
length unrestricted.

[39 FR 23502, June 27, 1974, as amended at 43 FR 49744, Oct. 24, 1978;
49 FR 5321, Feb. 10, 1984]