|
|
Please Circle
|
| Construction |
-
Does each scaffold and scaffold component
support (without failure) its own weight and
at least 4 times the maximum intended load?
[29 CFR 1926.451(a)(1)]
Note: The stall load of any scaffold hoist
must not exceed 3 times its rated load
[29 CFR 1926.451(a)(5)]. Appendix A of
the OSHA regulations gives directions for
constructing scaffolds.
|
Y N N/A ??
|
-
Are all working levels on scaffolds fully
planked or decked between the front uprights
and the guardrail supports?
[29 CFR 1926.451(b)(1)]
|
Y N N/A ??
|
-
Are scaffold platform spaces 1inch or less
between adjacent units and the uprights?
[29 CFR 1926.451(b)(1)(i)]
Note: Spaces up to 9 1/2 inches wide are
permitted around uprights. If platforms are
used only as walkways or during erecting or
dismantling, the employer may establish
the space between planking as necessary to
provide safe working conditions.
|
Y N N/A ??
|
-
Are all scaffold platforms at least
18 inches wide?
[29 CFR 1926.451(b)(2)]
Note: Scaffold platforms less than
18 inches wide are permitted if wider
platforms are not possible. However,
students and employees who use these
platforms must be protected by
guardrails or personal fall arrest
systems.
|
Y N N/A ??
|
-
Is the distance between the front edge of
the scaffold platform and the face of the
work 14 inches or less, unless guardrail
systems are put along the front edge, or
personal fall arrest systems are used?
[29 CFR 1926.451(b)(3)]
Note: Exceptions are permitted under
special situations. Consult the OSHA
regulations for details. The maximum
distance from the face for plastering and
lathing operations is 18 inches.
|
Y N N/A ??
|
-
Does the end of each scaffold platform
extend over the centerline of its support at
least 6 inches unless cleated or otherwise
restrained by hooks or equivalent means?
[29 CFR 1926.451(b)(4)]
|
Y N N/A ??
|
-
If the scaffold platform is 10 feet or less in
length, does the end of the scaffold platform
extend 12 inches or less over its support?
[29 CFR 1926.451(b)(5)(i)]
Note: The end of the scaffold platform may
extend more than 12 inches over its support
if the platform is designed and installed so
that the cantilevered portion of the platform
can support workers or materials without
tipping, or a guardrail blocks worker access
to the cantilevered end.
|
Y N N/A ??
|
-
On scaffolds where planks are abutted to form
a long platform, does each plank end rest on
a separate support surface?
[29 CFR 1926.451(b)(6)]
Note: Common support members, such as
"T" sections, may be used to support abutting
planks. Hook-on platforms designed to rest
on common supports may also be used.
|
Y N N/A ??
|
-
On scaffolds where platforms overlap to
form a long platform, does the overlap
occur over supports? Is the overlap at
least 12 inches unless the platform is
nailed together or otherwise restrained
to prevent movement?
[29 CFR 1926.451(b)(7)]
|
Y N N/A ??
|
-
At points of a scaffold where the platform
changes direction, is this procedure followed?
[29 CFR 1926.451(b)(8)]
Step 1: Lay the platform that rests on a
bearer at an angle other than a right angle.
Step 2: Lay the platform that rests at
right angles over the same bearer, on
top of the first platform.
|
Y N N/A ??
|
-
Is it prohibited to cover wood platforms
on scaffolds with opaque finishes?
[29 CFR 1926.451(b)(9)]
Note: Platform edges may be covered or
marked for identification. Wood platforms
may be coated periodically with wood
preservatives, fire-retardant finishes,
and slip-resistant finishes; however, the
coating may not obscure the top or
bottom wood surfaces.
|
Y N N/A ??
|
-
Do scaffold components from different
manufacturers fit together without force and
maintain the scaffold's structural integrity?
[29 CFR 1926.451(b)(10)]
|
Y N N/A ??
|
-
Are scaffold components from different
manufacturers modified ONLY if a
competent person determines that the
scaffold made of the 'mixed' parts is
structurally sound?
[29 CFR 1926.451(b)(10)]
|
Y N N/A ??
|
-
Are scaffold components made of dissimilar
metals used together ONLY if a competent
person has determined that galvanic action
will not reduce the strength of any
component to an unacceptable level?
[29 CFR 1926.451(b)(11)]
|
Y N N/A ??
|
Criteria for Supported Scaffolds |
-
Are supported scaffolds with a height to
base width ratio of more than 4 to 1
restrained from tipping by guying, tying,
bracing, or equivalents?
[29 CFR 1926.451(c)(1)]
Note: Install guys, ties, and braces at
locations where horizontal members
support both inner and outer legs. Install
Guys, ties, and braces according to the
scaffold manufacturer's recommendations
or at the closest horizontal member to
the 4 to 1 height. Repeat vertically at
locations of horizontal members every
20 feet or less thereafter for scaffolds
3 feet wide or less, and every 26 feet or
less thereafter for scaffolds greater than
3 feet wide. Place the top guy, tie, or
brace of completed scaffolds no further
than the 4 to 1 height from the top. Install
guys, ties, and braces at each end of
the scaffold and at horizontal intervals
30 feet or less (measured from one end
[not both] towards the other). Use ties,
guys, braces, or outriggers to prevent
tipping when there is an eccentric load,
such as a cantilevered work platform.
|
Y N N/A ??
|
-
Are supported scaffold poles, legs, posts,
frames, and uprights placed on base plates
and mud sills or other firm foundation?
[29 CFR 1926.451(c)(2)]
|
Y N N/A ??
|
-
Are footings level, sound, and rigid? Can they
support the loaded scaffold without settling or
displacement?
[29 CFR 1926.451(c)(2)(i)]
|
Y N N/A ??
|
-
Is it prohibited to use unstable objects for
supporting scaffolds and platform units?
[29 CFR 1926.451(c)(2)(ii)]
|
Y N N/A ??
|
-
Is it prohibited to use unstable objects as
working platforms?
[29 CFR 1926.451(c)(2)(iii)]
|
Y N N/A ??
|
-
Is it prohibited to use front-end loaders and
similar pieces of equipment to support scaffold
platforms, unless they were designed by the
manufacturer for such use?
[29 CFR 1926.451(c)(2)(iv)]
|
Y N N/A ??
|
-
Are supported scaffold poles, legs, posts, frames,
and uprights plum and braced to prevent
swaying and displacement?
[29 CFR 1926.451(c)(3)]
|
Y N N/A ??
|
Access |
-
Are ladders, stairs, ramps, or walkways provided
to access scaffold platforms more than 2 feet
above or below a point of access?
[29 CFR 1926.451(e)(1)]
Note: Cross-braces must not be used as a
means of access.
|
Y N N/A ??
|
-
Are portable, hook-on, and attachable ladders
positioned to prevent the scaffold from tipping?
[29 CFR 1926.451(e)(2)(i)]
|
Y N N/A ??
|
-
Are hook-on and attachable ladders positioned
so the bottom rung is not more than 24 inches
above the scaffold supporting level?
[29 CFR 1926.451(e)(2)(ii)]
|
Y N N/A ??
|
-
Are hook-on and attachable ladders designed
for the scaffold in use?
[29 CFR 1926.451(e)(2)(iv)]
|
Y N N/A ??
|
-
Do hook-on and attachable ladders have rung
length of at least 11 1/2 inches?
[29 CFR 1926.451(e)(2)(v)]
|
Y N N/A ??
|
-
Do hook-on and attachable ladders have
uniformly spaced rungs with a maximum
spacing between rungs of 16-3/4 inches?
[29 CFR 1926.451(e)(2)(vi)]
|
Y N N/A ??
|
-
Is the bottom step of stairway-type ladders
24 inches or less above the scaffold supporting
level?
[29 CFR 1926.451(e)(3)(i)]
|
Y N N/A ??
|
-
Do stairway-type ladders have rest platforms
at 12-foot maximum vertical intervals?
[29 CFR 1926.451(e)(3)(ii)]
|
Y N N/A ??
|
-
Do stairway-type ladders have a step width of
at least 16 inches?
[29 CFR 1926.451(e)(3)(iii)]
Note: Mobile scaffold stairway-type ladders
may have a minimum step width of 11 1/2 inches.
|
Y N N/A ??
|
-
Do stairway-type ladders have slip-resistant
treads on all steps and landings?
[29 CFR 1926.451(e)(3)(iv)]
|
Y N N/A ??
|
-
Do ramps and walkways 6 feet or more
above lower levels have guardrails?
[29 CFR 1926.451(e)(5)(i)]
|
Y N N/A ??
|
-
Are ramps and walkways inclined with a
slope less than 1 vertical to 3 horizontal
20 degrees above the horizontal?
[29 CFR 1926.451(e)(5)(ii)]
|
Y N N/A ??
|
-
Do ramps and walkways that are steeper than
1 vertical in 8 horizontal have cleats 14 inches
(or less) apart that are securely fastened to the
planks to provide footing?
[29 CFR 1926.451(e)(5)(iii)]
|
Y N N/A ??
|
-
Are integral prefabricated scaffold access
frames constructed for use as ladder rungs?
[29 CFR 1926.451(e)(6)(i)]
|
Y N N/A ??
|
-
Do integral prefabricated scaffold access
frames have rung lengths of at least 8 inches?
[29 CFR 1926.451(e)(6)(ii)]
|
Y N N/A ??
|
-
Do students and employees have fall protection
if integral prefabricated scaffold access frames
with rungs less than 11 1/2 inches are used
as work platforms?
[29 CFR 1926.451(e)(6)(iii)]
|
Y N N/A ??
|
-
Are integral prefabricated scaffold access frames
uniformly spaced within each frame section?
[29 CFR 1926.451(e)(6)(iv)]
|
Y N N/A ??
|
-
Do integral prefabricated scaffold access frames
have a maximum spacing between rungs of
16-3/4 inches?
[29 CFR 1926.451(e)(6)(v)]
Note: Non-uniform rung spacing caused by
joining end frames together is allowed, provide
the resulting spacing is 16-3/4 inches or less.
|
Y N N/A ??
|
-
Do steps and rungs of ladder and stairway-type
access line up vertically with each other
between rest platforms?
[29 CFR 1926.451(e)(7)]
|
Y N N/A ??
|
-
Is the horizontal distance 14 inches (or less)
and the vertical distance 24 inches (or less)
between two surfaces used to provide direct
access between them?
[29 CFR 1926.451(e)(8)]
|
Y N N/A ??
|
-
During erecting and dismantling of supported
scaffolds, does a competent person provide
and evaluate safe means of access?
[29 CFR 1926.451(e)(9)(i)]
|
Y N N/A ??
|
-
During erecting and dismantling of supported
scaffolds, are hook-on or attachable ladders
installed as soon as they can be used safely?
[29 CFR 1926.451(e)(9)(ii)]
|
Y N N/A ??
|
-
During erecting and dismantling of supported
scaffolds, are the ends of tubular welded frame
scaffolds used as climbing devices for access
only if the horizontal members are parallel, level,
and 22 inches apart (or less) vertically?
[29 CFR 1926.451(e)(9)(iii)]
|
Y N N/A ??
|
-
During erecting and dismantling of supported
scaffolds, is it prohibited to use the cross braces
on tubular welded frame scaffolds for access
or exit?
[29 CFR 1926.451(e)(9)(iv)]
|
Y N N/A ??
|
Use |
-
Are scaffolds and scaffold components loaded
below their maximum intended loads or rated
capacities (whichever is less)?
[29 CFR 1926.451(f)(1)]
|
Y N N/A ??
|
-
Is the use of shore or lean-to scaffolds prohibited?
[29 CFR 1926.451(f)(2)]
|
Y N N/A ??
|
-
Does a competent person inspect scaffolds
and scaffold components for visible defects
before each work shift, and after any occurrence
that could affect a scaffold's structural integrity?
[29 CFR 1926.451(f)(3)]
|
Y N N/A ??
|
-
Are parts of a scaffold that are damaged or
weakened immediately repaired, replaced,
braced, or removed from service until repaired?
[29 CFR 1926.451(f)(4)]
|
Y N N/A ??
|
-
Is the horizontal movement of a scaffold
prohibited while workers are on the scaffold
(unless the scaffold is designed for movement
by a registered professional engineer, or is a
mobile scaffold meeting OSHA standards)?
[29 CFR 1926.451(f)(5)]
|
Y N N/A ??
|
-
Are proper clearances (as shown in Tables 1
and 2) between scaffolds and power lines
always maintained?
[29 CFR 1926.451(f)(6)]
Note: Scaffolds and materials may be closer
to power lines if such clearance is necessary,
and only after the utility company or electrical
system operator has been notified, and the
utility company or electrical system operator
has deenergized the lines, relocated the lines,
or installed protective coverings to prevent
contact with the lines.
|
Y N N/A ??
|
|
Table 1: Insulated Power Lines
|
Insulated Lines
Voltage
|
Minimum
Distance
|
Alternative
|
Less than 300 volts
300 volts to 50 kv
More than 50 kv
|
3 feet (0.9 m)
10 feet (3.1 m)
10 feet (3.1 m) plus
4.0 inches (10 cm)
for each 1 kv over
50 kv
|
2 times the length of
the line insulator,
but never less than
10 feet (3.1m)
|
|
|
Table 2: Uninsulated Power Lines
|
Uninsulated Line
Voltage
|
Minimum
Distance
|
Alternatives
|
Less than 50 kv
More than 50 kv
|
10 feet (3.1 m)
10 feet (3.1 m) plus
4.0 inches (10 cm)
for each 1 kv over
50 kv
|
2 times the length
of the line insulator,
but never less than
10 feet (3.1 m)
|
|
-
Are scaffolds erected, moved, dismantled,
or altered only under the supervision and
direction of a competent person qualified in
scaffold erection, moving, dismantling,
or alteration?
[29 CFR 1926.451(f)(7)]
|
Y N N/A ??
|
-
Are scaffolds erected, moved, dismantled,
or altered only by experienced and trained
employees selected for such work by the
competent person?
[29 CFR 1926.451(f)(7)]
|
Y N N/A ??
|
-
Is it prohibited to work on scaffolds covered
with snow, ice, or other slippery material,
except as necessary to remove such materials?
[29 CFR 1926.451(f)(8)]
|
Y N N/A ??
|
-
If swinging loads are hoisted onto or near
scaffolds, are tag lines or equivalent measures
used to control the loads?
[29 CFR 1926.451(f)(9)]
|
Y N N/A ??
|
-
Is working on scaffolds during storms or
high winds prohibited unless a competent
person has determined that it is safe for
workers to be on the scaffold and workers
are protected by a personal fall arrest
system or wind screens?
[29 CFR 1926.451(f)(12)]
|
Y N N/A ??
|
-
Is debris removed from platforms?
[29 CFR 1926.451(f)(13)]
|
Y N N/A ??
|
-
Are makeshift devices, such as boxes and
barrels, prohibited on scaffold platforms
for increasing the working level height?
[29 CFR 1926.451(f)(14)]
|
Y N N/A ??
|
-
Is it prohibited to use ladders on scaffolds
to increase the working level height?
[29 CFR 1926.451(f)(15)]
Note: Ladders may be used on large area
scaffolds if certain conditions are met.
Consult the OSHA regulations for the
required conditions.
|
Y N N/A ??
|
-
Are scaffold platforms used only if they deflect
1/60 of the span (or less) when loaded?
[29 CFR 1926.451(f)(16)]
|
Y N N/A ??
|