WAC 296-155-505   Guardrails, handrails and covers.  (1) General provisions. This part applies to temporary or emergency conditions where there is danger of employees or materials falling through floor, roof, or wall openings, or from stairways, runways, ramps, open sided floors, open sides of structures, bridges, or other open sided walking or working surfaces.

     (2) The employer shall determine if the walking/working surfaces on which its employees are to work have the strength and structural integrity to support employees safely. Employees shall be allowed to work on those surfaces only when the surfaces have the requisite strength and structural integrity.

     (3) When guardrails or covers required by this section must be temporarily removed to perform a specific task, the area shall be constantly attended by a monitor to warn others of the hazard or shall be protected by a movable barrier.

     (4) Guarding of floor openings and floor holes.

     (a) Floor openings shall be guarded by a standard railing and toe boards or cover, as specified in subsections (4)(g) and (7) of this section. In general, the railing shall be provided on all exposed sides, except at entrances to stairways. All vehicle service pits shall have a cover or removable type standard guardrail. When not in use, pits shall be covered or guarded. Where vehicle service pits are to be used again immediately, and the service person is within a 50 foot distance of the unguarded pit and also within line of sight of the unguarded pit, the cover or guardrail need not be replaced between uses. Where vehicle service pits are used frequently, the perimeters of the pits shall be delineated by high visibility, luminescent, skid resistant paint. Such painted delineation shall be kept clean and free of extraneous materials.

     (b) Ladderway floor openings or platforms shall be guarded by standard railings with standard toe boards 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.

     (c) Hatchways and chute floor openings shall be guarded by one of the following:

     (i) Hinged covers of standard strength and construction and a standard railing with 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 standard railing with toe board on not more than two sides of the opening and fixed standard railings with toe boards on all other exposed sides. The removable railing shall be kept in place when the opening is not in use and shall be hinged or otherwise mounted so as to be conveniently replaceable.

     (d) Wherever there is danger of falling through a skylight opening, and the skylight itself is not capable of sustaining the weight of a two hundred pound person with a safety factor of four, standard guardrails shall be provided on all exposed sides or the skylight shall be covered in accordance with (g) of this subsection.

     (e) Pits and trap door floor openings shall be guarded by floor opening covers of standard strength and construction. While the cover is not in place, the pit or trap openings shall be protected on all exposed sides by removable standard railings.

     (f) Manhole floor openings shall be guarded by standard covers which need not be hinged in place. While the cover is not in place, the manhole opening shall be protected by standard railings.

     (g) All floor opening or hole covers shall be capable of supporting the maximum potential load but never less than two hundred pounds (with a safety factor of four).

     (i) All covers shall be secured when installed so as to prevent accidental displacement by the wind, equipment, or employees.

     (ii) All covers shall be color coded or they shall be marked with the word "hole" or "cover" to provide warning of the hazard.

     (iii) If it becomes necessary to remove the cover, a monitor shall remain at the opening until the cover is replaced. The monitor shall advise persons entering the area of the hazard, shall prevent exposure to the fall hazard and shall perform no other duties.

     (h) Floor holes, into which persons can accidentally walk, shall be guarded by either a standard railing with standard toe board on all exposed sides, or a floor hole cover of standard strength and construction that is secured against accidental displacement. While the cover is not in place, the floor hole shall be protected by a standard railing.

     (5) Guarding of wall openings.

     (a) Wall openings, from which there is a drop of more than four feet, and the bottom of the opening is less than three feet above the working surface, shall be guarded as follows:

     (i) When the height and placement of the opening in relation to the working surface is such that either a standard rail or intermediate rail will effectively reduce the danger of falling, one or both shall be provided;

     (ii) The bottom of a wall opening, which is less than 4 inches above the working surface, regardless of width, shall be protected by a standard toe board or an enclosing screen either of solid construction or as specified in subsection (7)(f)(ii) of this section.

     (b) An extension platform, outside a wall opening, onto which materials can be hoisted for handling shall have standard guardrails on all exposed sides or equivalent. One side of an extension platform may have removable railings in order to facilitate handling materials.

     (c) When a chute is attached to an opening, the provisions of (a) of this subsection shall apply, except that a toe board is not required.

     (6) Guarding of open sided surfaces.

     (a) Every open sided floor, platform or surface four feet or more above adjacent floor or ground level shall be guarded by a standard railing, or the equivalent, as specified in subsection (7)(a) 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 standard toe board wherever, beneath the open sides, persons can pass, or there is moving machinery, or there is equipment with which falling materials could create a hazard.

     (b) Runways shall be guarded by a standard railing, or the equivalent, as specified in subsection (7) of this section, on all open sides, four feet or more above the 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.

     (c) Runways used exclusively for special purposes may have the railing on one side omitted where operating conditions necessitate such omission, providing the falling hazard is minimized by using a runway not less than 18 inches wide.

     (d) Where employees entering upon runways become thereby exposed to machinery, electrical equipment, or other danger not a falling hazard, additional guarding shall be provided.

     (e) 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.

     (f) Open sides of gardens, patios, recreation areas and similar areas located on roofs of buildings or structures shall be guarded by permanent standard railings or the equivalent. Where a planting area has been constructed adjacent to the open sides of the roof and the planting area is raised above the normal walking surface of the roof area, the open side of the planting area shall also be protected with standard railings or the equivalent.

     (7) Standard specifications.

     (a) A standard railing shall consist of top rail, intermediate rail, toe board, and posts, and shall have a vertical height of forty-two inches (1.1 m) plus or minus three inches (8 cm) (39-45 inches) from upper surface of top rail to floor, platform, runway, or ramp level. When conditions warrant, the height of the top edge may exceed the forty-five-inch height, provided the guardrail system meets all other criteria of this subsection. The intermediate rail shall be 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.


Note: When employees are using stilts, the top edge height of the top rail, or equivalent member, shall be increased an amount equal to the height of the stilts.

     (b) Minimum requirements for standard railings under various types of construction are specified in the following items:

     (i) For wood railings, the posts shall be of at least two inch by four inch stock spaced not to exceed 8 feet; the top rail shall be of at least two inch by four inch stock and each length of lumber shall be smooth surfaced throughout the length of the railing. The intermediate rail shall be of at least one inch by six inch stock.

     (ii) For pipe railings, posts and top and intermediate railings shall be at least 1 1/2 inches nominal OD diameter with posts spaced not more than eight feet on centers.

     (iii) For structural steel railings, posts and top and intermediate rails shall be of two inch by two inch by 3/8 inch angles or other metal shapes of equivalent bending strength, with posts spaced not more than eight feet on centers.

     (iv) For wire rope railings, the top and intermediate railings shall be at least 1/2 inch fibre core rope, or the equivalent to meet strength factor and deflection of (b)(v) of this subsection. Posts shall be spaced not more than eight feet on centers. The rope shall be stretched taut, so as to present a minimum deflection.

     (v) 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, with a minimum of deflection.

     (vi) Railings receiving heavy stresses from employees trucking or handling materials shall be provided additional strength by the use of heavier stock, closer spacing of posts, bracing, or by other means.

     (vii) 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 between thirty-nine inches and forty-five inches;

     (B) When the 200-pound (890N) test load specified in subsection (6)(b)(v) of this section is applied in a downward direction, the top edge of the guardrail shall not deflect to a height less than thirty-nine inches (1.0m) above the walking/working level. Guardrail system components selected and constructed in accordance with this part will be deemed to meet this requirement;

     (C) Protection between top rail and floor, platform, runway, ramp, or stair treads, equivalent at least to that afforded by a standard intermediate rail;

     (D) Elimination of overhang of rail ends unless such overhang does not constitute a hazard.

     (c)(i) A standard toe board shall be nine inches minimum 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 have 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.

     (ii) Where material is piled to such height that a standard toe board does not provide protection, paneling, or screening from floor to intermediate rail or to top rail shall be provided.

     (d) Floor opening covers shall be of any material that meets the following strength requirements:

     (i) Conduits, trenches, and manhole covers and their supports, when located in roadways, and vehicular aisles shall be designed to carry a truck rear axle load of at least two times the maximum intended load;

     (ii) All floor opening covers shall be capable of supporting the maximum potential load but never less than two hundred pounds (with a safety factor of four).

     (A) All covers shall be secured when installed so as to prevent accidental displacement by the wind, equipment, or employees.

     (B) All covers shall be color coded or they shall be marked with the word "hole" or "cover" to provide warning of the hazard.

     (C) If it becomes necessary to remove the cover, a monitor shall remain at the opening until the cover is replaced. The monitor shall advise persons entering the area of the hazard, shall prevent exposure to the fall hazard and shall perform no other duties.

     (e) Skylight openings that create a falling hazard shall be guarded with a standard railing, or covered in accordance with (d)(ii) of this subsection.

     (f) Wall opening protection shall meet the following requirements:

     (i) Barriers 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), with a minimum of deflection at any point on the top rail or corresponding member.

     (ii) 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 grill work with openings not more than eight inches long, or of slat work with openings not more than four inches wide with length unrestricted.



[Statutory Authority: RCW 49.17.010, [49.17].040, and[49.17].050 . 00-14-058, § 296-155-505, filed 7/3/00, effective 10/1/00. Statutory Authority: RCW 49.17.040,[49.17.]050 and [49.17.]060. 96-24-051, § 296-155-505, filed 11/27/96, effective 2/1/97. Statutory Authority: Chapter 49.17 RCW. 95-10-016, § 296-155-505, filed 4/25/95, effective 10/1/95; 94-15-096 (Order 94-07), § 296-155-505, filed 7/20/94, effective 9/20/94; 91-24-017 (Order 91-07), § 296-155-505, filed 11/22/91, effective 12/24/91; 91-03-044 (Order 90-18), § 296-155-505, filed 1/10/91, effective 2/12/91; 90-03-029 (Order 89-20), § 296-155-505, filed 1/11/90, effective 2/26/90. Statutory Authority: RCW 49.17.040 and 49.17.050. 86-03-074 (Order 86-14), § 296-155-505, filed 1/21/86. Statutory Authority: RCW 49.17.040, 49.17.050 and 49.17.240. 81-13-053 (Order 81-9), § 296-155-505, filed 6/17/81; Order 76-29, § 296-155-505, filed 9/30/76; Order 74-26, § 296-155-505, filed 5/7/74, effective 6/6/74.]