Ihab Saad – Fall protection Part 1

Ihab Saad
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The speakers discuss the importance of safety class and workers' protection in fall protection, as well as violations related to workers' access to work and workers not wearing proper protection devices. They provide examples of violations and potential fatalities, as well as information on safety equipment and tools. The speakers also discuss various safety practices and regulations related to individuals and work surfaces, including roof widths, guardrains, devices, and the use of fault protection measures. They mention the importance of preventing falls and prevent accidents, as well as the use of PFAs for preventing inhalment from coming in through workers' chest and the use of a tool board and guardrail system. The speakers also mention a training program for fall protection and potential replacement of a cover for a hole in a floor.

AI: Summary ©

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			Welcome to another safety class,
and today we talk about one of the
		
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			very important issues in safety,
which is fall protection, as we
		
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			have mentioned before. OSHA right
now focuses on four areas that
		
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			cause most of the injuries and the
fatalities in the construction
		
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			industry, and these four, which
are called the focus four areas
		
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			are fall protection,
electrocution, caught in between
		
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			and struck by so we have initially
talked about caught in between,
		
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			and that can be something related
to excavation, for example, cabins
		
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			of trenches and things like that.
So today we're going to talk on
		
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			about fault protection, which is
subpart m of our code.
		
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			Just having a look at this picture
here, for example, we see some
		
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			levers standing on some
scaffolding at a relatively high
		
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			level, so it's definitely above
six feet from the ground. They are
		
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			not protected in any way from
falling. So if any one of them
		
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			falls, there might be an injury or
even a fatality if they fall on
		
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			their heads or things like that.
So this is definitely a fault
		
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			hazard, and it causes a violation.
And as you can see, we have three
		
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			employees working in this area, so
that's three violations at the
		
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			same time.
		
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			So the workers could fall while
climbing on the shoring structure
		
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			to set it up and remove it,
ladders and lifts must be provided
		
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			in addition to fall protection, as
we're going to discuss it in a
		
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			minute.
		
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			Here's another example, a
carpenter working on some
		
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			formwork, and he's getting close
to an open edge, open end, and he
		
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			doesn't have any fault protection,
		
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			protective equipment. So again,
and we have, we can see also the
		
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			power cable around him
		
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			for his drill. And if he trips on
that cable, he might fall. And
		
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			again, that's probably at the
second floor level, so there might
		
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			be an injury here as well.
		
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			So workers must be protected from
falls over six feet. That's one of
		
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			the magic numbers that we're going
to learn about in this lecture.
		
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			And workers are exposed to a fall
hazard greater than six feet while
		
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			working near stairwell opening, so
that open edge that they
		
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			definitely need to be protected.
		
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			A third example here, also on
residential construction. Here we
		
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			have someone working on the second
level floor with an open edge
		
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			around them, and it doesn't seem
that they have any fault
		
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			protection whatsoever. So here
again, unprotected, open sided
		
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			floors six feet or more above
ground level, there should be a
		
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			guardrail system and safety net
system for personal fall arrest
		
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			system, or for a personal fall
arrest system, or PFAs, any
		
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			one of these would be required to
stop the fall in case that person
		
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			falls from that location.
		
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			This is definitely, obviously,
again, a violation here working at
		
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			a relatively high level. We're
talking here about at least 20
		
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			feet from the ground and no
protection whatsoever. They're
		
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			working on a sloped roof open
edge. So definitely workers are
		
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			installing new metal roof without
fault protection. So again,
		
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			obviously there's, there's a
problem here. We can see there's a
		
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			ladder in the background, and it
seems that the ladder is fine.
		
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			It's extending three feet beyond
the or above the landing area. I'm
		
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			not sure whether it's tied in here
or not, and whether it's resting
		
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			on a flat surface or not. But
again, the ladder seems okay, but
		
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			obviously we have a problem with
fault protection, or the lack of
		
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			fault protection devices.
		
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			Another example here we have,
again, obviously there's no one
		
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			working in the area, but we have
what seems to be a guardrail, but
		
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			there's no mid rail.
		
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			So again, that can be a fault
hazard. So the photo shows,
		
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			this is the floor. Actually, this
is not the mid drill. Shows a
		
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			guardrail and toolbar, yeah, a
midriel and a tool board are
		
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			missing on an open sided floor of
the building. This could expose
		
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			workers to a 12 foot
		
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			tall fall
		
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			and two boards are required to
protect workers below from falling
		
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			objects. Again, if somehow
something falls from this level
		
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			on, the workers below that can
also cause an injury.
		
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			Same thing here, working on a
platform, working on a scaffold
		
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			above six feet.
		
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			It no fault protection whatsoever,
and even this set of blocks,
		
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			again, some of it may fall and
injure people standing underneath
		
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			this scaffold.
		
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			So lack of fault protection for
workers on fabricated frame
		
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			scaffolds, planks appear to be
overloaded, and there is no safe
		
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			access for workers. The workers
are exposed to a 35 foot fall
		
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			hazard from scaffold while
stacking blocks prior to overhand
		
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			brick laying operations.
		
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			Another example here we're having
a ladder leading to something like
		
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			a walkway that's not very well
fortified or reinforced. No,
		
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			definitely, these tapes are not
going to be resisting a 200 pound
		
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			force as is required for the
guardrails. And someone to access
		
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			this level, they have to step on
that top of the ladder, which
		
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			should not be used whatsoever. The
ladder should extend three feet
		
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			above or beyond the landing
surface. So several violations
		
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			here.
		
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			So the ladder to work platform is
not of sufficient length. It must
		
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			extend three feet above the
working surface,
		
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			another one
		
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			standing on the top of the ladder,
which should not Do above six
		
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			feet. No fault protection.
		
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			Here again,
		
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			more than six feet, no guardrails
for the window, no fault
		
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			protection devices for this
person, no hard hat for this one.
		
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			Here at the bottom, several
problems.
		
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			So workers, working from a
carpenter scaffold that has no
		
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			guardrails, extends too far beyond
either end is not wide enough.
		
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			Worker does not have proper access
to the scaffold. How did he get
		
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			there? Just by jumping or climbing
from the window. The worker inside
		
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			of the window is not provided with
fault protection. There's no
		
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			standard guardrail, and the worker
working below is exposed to the
		
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			struck by hazards of tools and
equipment falling from the
		
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			employees. Working above is not
wearing a hard hat.
		
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			Another example here, although
this one seems to be wearing some
		
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			sort of fall protection device,
maybe that's a hardness, but this
		
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			one is not open edge above six
feet, no guardrails.
		
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			Rambo
		
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			is working on that sloped roof.
Again, that rope cannot be
		
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			considered a fault protection
device, God knows how, how high
		
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			above the ground that is. This is
definitely not a hard hat.
		
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			Another example here as well,
walking on that walkway, no guard
		
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			trails.
		
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			This is definitely above six feet.
		
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			So all of these were examples of
fall protection violations. All of
		
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			these lead can lead to falls which
lead to injuries or fatalities. So
		
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			these are some of the appendices
that are associated with this
		
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			subpart. Appendix A, determining
roof widths. Appendix B, talking
		
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			about guardrail systems. Appendix
C, talking about personal fall
		
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			arrest systems or PFAs. Appendix
D, talking about positioning
		
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			device systems which cannot be
used as fault protection, for
		
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			fault protection and Appendix E,
small sample fault protection
		
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			plans, because, again, we should
have a plan that's observed and
		
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			maintained by a competent person,
		
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			some fatal facts about falls. The
falls are the leading cause of
		
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			death. Falls have been, and
continue to be the leading cause
		
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			of death in construction in 2010
for example, based on statistics
		
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			from the Bureau of Labor
Statistics, we had 370
		
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			people killed on construction
sites
		
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			resulting from faults.
		
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			Most fatalities occur when the
employees fall from open sided
		
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			floors and through floor openings.
This is very dangerous. We have
		
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			several hazards here. We have a
hazard of impalement because of
		
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			these rebars. Pro.
		
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			From the slabs like that. So if
that person falls on the rebar,
		
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			they can penetrate their chest and
kill them. This is an open end.
		
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			Obviously. He's standing beyond
the guardrail, which does not have
		
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			a midrail. So several violations
here. He does not have any fault
		
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			protection devices. The
		
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			A falls from as little as four to
six feet can cause serious, lost
		
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			time, accidents and sometimes
death, if that person falls on his
		
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			or her head that can cause death,
or if they fall on an arm or a
		
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			shoulder or something like that,
that can cause some injury. So
		
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			guards are required at six feet.
Remember that number? That's the
		
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			magic number for working on an
elevated platform, open sided
		
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			floors and platforms six feet, six
feet or more in height, must be
		
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			guarded. And we're going to talk
about the shape of the guardrail.
		
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			We talked about it briefly when we
were talking about stairways and
		
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			ladders, but we're going to
discuss it in more detail in this
		
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			lecture,
		
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			some of the most frequently cited
violations related to lack of
		
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			fault protection measures, 501 b1,
unprotected size and edges. We had
		
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			16 152 violations. 501 B, 13,
fault protection, residential
		
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			construction, six feet or more
lack of that fault protection.
		
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			1090 violations, 501503
		
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			A, one, fault hazards training
program, the lack of a training
		
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			program. 730 450, 1b 10. Fault
protection, roofing work on low
		
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			slow proof, 501 violations and 501
B, 11, fault protection on steep
		
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			proofs, 289
		
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			violations.
		
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			So sub part M covers all fault
hazards except those which are
		
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			covered in other subparts,
including subpart L, scaffolds.
		
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			We're going to discuss that later.
Subpart R, steel erection, subpart
		
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			V, electrical transmission,
subpart N, cranes and derricks.
		
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			Subpart s, underground
construction and subpart X,
		
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			stairways and ladders, which we
have discussed in a previous
		
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			lecture.
		
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			The fault protection locations
covered by subpart M, which is
		
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			what we're discussing right now,
are unprotected sides and edges,
		
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			open edges, leading edges, hoist
areas, holes in floors, if you're
		
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			gonna have a hole for a stairway
or an elevator shaft, or some a
		
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			pipe bank or something like that,
four more can reinforcing steel
		
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			wall openings if you have a window
or a Door, precast concrete
		
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			eruption and dangerous equipment,
something like a man lift or a
		
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			scissor lift, where an employee
stands on an elevated platform to
		
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			make some usually electrical work
or utility work.
		
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			It also covers ramps, runways and
other walkways, roofs, we define a
		
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			steep roof as having a slope
greater than four to 12,
		
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			and a low slope roof as having a
slope less than four to 12, rise
		
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			over run. The Four is a rise and
the 12 is a run.
		
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			Protection from falling object is
going to be covered in subpart M,
		
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			overhand brick laying, one of the
areas that cause many problems
		
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			with fall protection, excavations,
pits, wells and shafts, and
		
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			finally, walking and working
surfaces not otherwise addressed
		
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			by any of the previous categories.
So
		
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			so in this presentation, we're
going to learn when is fault
		
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			protection required, and we're
going to talk about the four main
		
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			methods of fault protection which
might be included as part of the
		
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			PPE personal protective equipment
or other safety devices, like the
		
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			safety nets, for example, which
are not PPE but still a fault
		
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			protection method.
		
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			So when is fall protection needed,
it's needed on all of these on
		
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			walkways and ramps, open sides and
edges, holes, concrete forms and
		
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			rebar excavations, roofs, whether
there's slow, low slope or high
		
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			slope,
		
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			wall openings, brick laying and
residential construction.
		
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			So when we talk about walkways and
ramps, the issue here is twofold.
		
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			One is the person falling from the
walkway or the elevated ramp, or.
		
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			Have tools or equipment falling
from that and injuring people
		
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			standing underneath that ramp or
at the lower level. So we have to
		
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			guard the ramps and the runways
and other walkways to guard them
		
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			using a guard rail like this one,
for example, which has a top rail
		
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			and a mid rail, and it should also
have a tool board at the bottom.
		
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			So the top trail we mentioned
before, it should be at about 42
		
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			inches plus or minus three inches,
and the mid rail is going to be at
		
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			the mid height between the top
Trail and the floor.
		
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			We're going to need fault
protection in residential
		
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			construction, you must be
protected if you can fall more
		
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			than six feet. So obviously, this
is on the second level, so, or at
		
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			least the second level. So there's
a height at least here of six
		
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			feet. We don't have a guardrail
here, so there's that's a
		
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			violation
		
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			on unprotected edges. Again, if
it's above six feet, unprotected
		
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			sides and edge. Sides and edges
must have guardrails or
		
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			equivalent. This one does not so
again, this is a violation.
		
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			Obviously. This is definitely not
a guardrail. This cannot be
		
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			considered a guardrail. It does
not resist 200 feet. It does not
		
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			have a mid rail, it does not have
a tool board, so this quarter of
		
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			inch nylon rope alone is not a
proper way to guard this open
		
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			floor. And imagine the height
here. We're talking about probably
		
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			a 10th floor height, or something
like that. So definitely, a fall
		
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			from here will definitely result
in a fatality,
		
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			skylights and other openings in
roofs. Again, obviously, that's a
		
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			falling hazard, so holes more than
six feet above lower level must be
		
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			protected. This opening could be
made safe by using a guardrail or
		
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			a stronger cover to protect from
falling.
		
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			Here we have another hole. Again,
it might be for pipes or might be
		
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			for other purposes, but the hood
is not properly covered, so you
		
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			have to cover completely and
securely. If no cover, you have to
		
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			guard with guard drills. So these
are the two options to protect
		
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			against falls in this hole.
		
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			We when working on concrete forms
and around rebar, to place rebar
		
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			or to work on concrete work use
PFAs, which is the personal fall
		
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			arrest system, when working on
formwork or rebar, cover or cap
		
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			protruding rebar, so the rebar
itself has to be capped to prevent
		
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			the hazard of impalement. If
someone falls on the edge of the
		
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			rebar that might penetrate through
their chest or their midsection
		
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			and can cause severe injury or
even can kill them,
		
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			guard excavations more than six
feet deep again, we see the six
		
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			foot number repeating over and
over again when they are not
		
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			readily seen because of plant
growth or other visual barriers.
		
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			In addition to needing guarding,
this excavation is not properly
		
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			shored. Obviously, these two by
force probably are not a proper
		
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			shoring device. We do not have any
excavation boxes. We do not have a
		
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			proper sloping or banking, and
this does not appear to be rock.
		
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			So definitely, it has to have
better
		
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			protection against caving in as
well.
		
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			If you work on roofs and you can
fall more than six feet, you must
		
00:18:42 --> 00:18:48
			be protected. So here we have
definitely above six feet. So it
		
00:18:48 --> 00:18:52
			seems that we have a PFAs here,
whether it's properly tied or not,
		
00:18:52 --> 00:18:56
			it doesn't appear from the
picture, but that might be okay if
		
00:18:56 --> 00:18:57
			it's properly tied.
		
00:19:00 --> 00:19:05
			Here we are at the second level,
or maybe even the third level. We
		
00:19:05 --> 00:19:09
			have a wall opening for a future
window or door, probably a window,
		
00:19:09 --> 00:19:13
			and it's not properly guarded with
a guardrail. So if you work near
		
00:19:13 --> 00:19:17
			wall opening six feet or more
above lower levels, you must be
		
00:19:17 --> 00:19:18
			protected from falling.
		
00:19:21 --> 00:19:26
			So duty to have fall protection is
required at six feet or greater
		
00:19:26 --> 00:19:30
			protection to be at six feet or
greater above work or walk
		
00:19:30 --> 00:19:35
			surfaces, and you have to inspect
the work surface. Walk or work
		
00:19:35 --> 00:19:39
			surface is to be inspected prior
to work commencing to make sure,
		
00:19:39 --> 00:19:42
			for example, there's no slippery
material or something that cause
		
00:19:42 --> 00:19:44
			trips and so on.
		
00:19:45 --> 00:19:49
			Work surface strength, again, if
you're going to be working on a
		
00:19:49 --> 00:19:52
			the cover of the hole, for
example, if that's going to be a
		
00:19:52 --> 00:19:55
			working surface, then you may you
have to make sure that it's not
		
00:19:55 --> 00:19:58
			going to break under the weight of
the employee and any tools or
		
00:19:58 --> 00:19:59
			equipment used by that employee.
		
00:25:00 --> 00:25:05
			Have one, but it doesn't seem to
be properly tied to to any anchor
		
00:25:05 --> 00:25:09
			points. And here we have a ladder
doesn't seem to be extending three
		
00:25:09 --> 00:25:12
			feet above the landing surface, if
there's going to be a landing
		
00:25:12 --> 00:25:15
			surface here. So there might be
some issues in this picture,
		
00:25:18 --> 00:25:20
			in residential construction.
		
00:25:21 --> 00:25:24
			Again, same thing, each employee
engaged in residential
		
00:25:24 --> 00:25:27
			construction six feet or more
above lower levels must be
		
00:25:27 --> 00:25:31
			protected from falls using one of
the three systems. If none of them
		
00:25:31 --> 00:25:35
			works, then again, we have to work
with an alternative plan. And the
		
00:25:35 --> 00:25:38
			burden of proof, as usual, is on
the employer.
		
00:25:41 --> 00:25:44
			We talked about the guardrail
system. We mentioned that the top
		
00:25:44 --> 00:25:49
			rail should be at 42 inches, but
we have some flexibility here. If
		
00:25:49 --> 00:25:54
			it's up to 45 inches or as low as
39 inches, that's fine. So we have
		
00:25:54 --> 00:25:58
			a tolerance of plus or minus three
inches, and it must meet the 200
		
00:25:58 --> 00:26:02
			pound force resistance
requirement. The midrail is going
		
00:26:02 --> 00:26:05
			to be installed at the mid level.
So if we are at 42 then the midra
		
00:26:05 --> 00:26:10
			is going to be at 21 if we are at
40 then it's going to be at 20 if
		
00:26:10 --> 00:26:14
			we are at 39 then it's going to be
at 19 and a half. If we are at 45
		
00:26:15 --> 00:26:18
			then it's going to be at 22 and a
half. And it must resist 150
		
00:26:19 --> 00:26:22
			pounds of force. And then we're
going to have a tool board which
		
00:26:22 --> 00:26:26
			is four inches high. So a two by
four can work as a tool board,
		
00:26:29 --> 00:26:32
			and this is an example here. So
the tool board is three and a half
		
00:26:32 --> 00:26:36
			inches, which is a two by four.
The mid rail height is 21 inches,
		
00:26:37 --> 00:26:39
			and the top trail is going to be
42 inches. So
		
00:26:44 --> 00:26:47
			So here we have, for example, a
guard rail that's properly
		
00:26:47 --> 00:26:50
			installed. It seems to be strong
enough to resist the 200 pounds.
		
00:26:51 --> 00:26:56
			It's all around the opening, and
it has the top rail, it has the
		
00:26:56 --> 00:26:59
			mid rail, and it has the tool
board. So this is very well
		
00:26:59 --> 00:27:00
			constructed.
		
00:27:01 --> 00:27:05
			Another one. The ladder extends
three feet above the landing
		
00:27:05 --> 00:27:10
			surface. We have the guardrail
system very well installed, and
		
00:27:10 --> 00:27:14
			even in a different color, so that
it can be seen from the distance
		
00:27:14 --> 00:27:16
			at all the openings.
		
00:27:19 --> 00:27:22
			Now this one's going to get a bad
surprise, he's stepping into a
		
00:27:22 --> 00:27:26
			hole without even seeing seeing
that hole because he's focusing on
		
00:27:26 --> 00:27:28
			what's in front of him or her.
		
00:27:30 --> 00:27:34
			Now, that hole had a cover, but
the cover and it seems like a good
		
00:27:34 --> 00:27:38
			cover, but it was not positioned
properly. So again, if someone
		
00:27:38 --> 00:27:41
			steps on that, they're gonna fall
through that hole.
		
00:27:44 --> 00:27:50
			So here you have to show how you
can position that cover so that it
		
00:27:50 --> 00:27:53
			doesn't shift, doesn't move from
its place.
		
00:27:56 --> 00:27:59
			And now it's properly installed
and it's strong enough for a
		
00:27:59 --> 00:28:03
			person to stand on top of it. This
is proper protection.
		
00:28:05 --> 00:28:09
			Again, it shows here the steps of
the installation, and we can see
		
00:28:09 --> 00:28:12
			that the cover is much wider than
the hole to make sure that we
		
00:28:12 --> 00:28:14
			cover the whole open area.
		
00:28:17 --> 00:28:19
			Here we have guardrail.
		
00:28:21 --> 00:28:24
			I'm not sure if the toe board is
high enough, but
		
00:28:25 --> 00:28:27
			might be a little bit short.
		
00:28:29 --> 00:28:33
			Now, this is not very this is not
very sturdy. It's not strong
		
00:28:33 --> 00:28:37
			enough. I'm not sure if it can
meet the 200 pound requirement.
		
00:28:40 --> 00:28:43
			This one is well reinforced, so
this is a good practice,
		
00:28:45 --> 00:28:50
			and since we have installed it
away from the opening, then in
		
00:28:50 --> 00:28:53
			this case, we don't need the tool
board, because nothing is going to
		
00:28:53 --> 00:28:57
			fall directly on the People
standing under under this opening.
		
00:29:02 --> 00:29:03
			So this is fine.
		
00:29:05 --> 00:29:06
			This is fine as well.
		
00:29:10 --> 00:29:15
			Here we have a wall opening with
no handrail. If someone is leaning
		
00:29:15 --> 00:29:17
			out of this window to make any
work, they may fall.
		
00:29:19 --> 00:29:24
			Here we have a top rail, but no
mid rail, and no two board. And
		
00:29:24 --> 00:29:28
			even with the top rail, it's like
a C channel, it's like a metal
		
00:29:28 --> 00:29:33
			stud. So yes, it can resist the
200 pounds, but it has sharp edges
		
00:29:33 --> 00:29:37
			which might injure the person it's
trying to protect
		
00:29:41 --> 00:29:46
			if you're going to use wire rope
guard rail, can this be used? It
		
00:29:46 --> 00:29:51
			can, because it can provide the
200 pound resistance, but you have
		
00:29:51 --> 00:29:55
			to flag it because it's not going
to be visually clear as as well
		
00:29:55 --> 00:29:59
			seen as two by four, for example.
So you have to flag it.
		
00:30:00 --> 00:30:05
			For visibility. Every six feet the
wire rope deflection, it may not
		
00:30:05 --> 00:30:09
			deflect more than three inches
maximum, so not below the 339
		
00:30:09 --> 00:30:13
			inches. So you're gonna install it
at 42 inches, and when you pull it
		
00:30:13 --> 00:30:17
			down, you should not deflect more
than three inches. So the bottom
		
00:30:17 --> 00:30:22
			is going to be at the 39 so
satisfying the 42 plus or minus
		
00:30:22 --> 00:30:23
			three inches required.
		
00:30:24 --> 00:30:29
			So here, for example, we have a
wire rope, but obviously that is
		
00:30:29 --> 00:30:33
			more than three inches, and it's
not properly flagged every six
		
00:30:33 --> 00:30:33
			feet.
		
00:30:35 --> 00:30:40
			This one probably is a better one.
It's properly flagged, and as you
		
00:30:40 --> 00:30:42
			can see, with different color
flags, so it can be seen from a
		
00:30:42 --> 00:30:48
			distance, and it's it has enough
tension, most likely it's not
		
00:30:48 --> 00:30:51
			going to deflect more than three
inches. And we have the tool
		
00:30:51 --> 00:30:55
			board. We have the mid line as
well, mid drop.
		
00:30:57 --> 00:31:00
			This one has slicing. So
		
00:31:01 --> 00:31:04
			that is not going to work well,
because this is going to be a
		
00:31:04 --> 00:31:07
			weakness point. It's not strong
enough. Most likely is going to
		
00:31:07 --> 00:31:09
			deflect more than three inches.
		
00:31:11 --> 00:31:13
			Obviously, this is not a proper
		
00:31:15 --> 00:31:20
			a proper guardrail. It's deflating
under its own weight. So it's not
		
00:31:20 --> 00:31:24
			strong enough to resist the 200
pounds. So this is not gonna work.
		
00:31:24 --> 00:31:27
			And it flies, and it has so many
defects,
		
00:31:30 --> 00:31:33
			definitely, this is not gonna
work. This cannot be considered as
		
00:31:33 --> 00:31:39
			a guardrail. It does not support
the 200 pounds, the mid rail, or
		
00:31:39 --> 00:31:43
			the mid tape, or whatever you want
to call it, is not satisfying. The
		
00:31:43 --> 00:31:49
			21 inch average. We don't have a
tool board. It's not flagged. So
		
00:31:49 --> 00:31:52
			many different problems here. This
one seems to be okay, whatever,
		
00:31:52 --> 00:31:56
			however. So although we don't have
it's missing the tool board. But
		
00:31:56 --> 00:31:58
			we have a mid rail, and we have a
top rail.
		
00:32:01 --> 00:32:07
			Now, although here we have the
lines and everything, they're not
		
00:32:07 --> 00:32:10
			flagged, but now he's working
outside of that line, so it
		
00:32:10 --> 00:32:14
			defeats the purpose, as if the
line doesn't exist. So definitely
		
00:32:14 --> 00:32:15
			this is not a good idea.
		
00:32:18 --> 00:32:21
			Now, if you're going to be working
on stilts, so for example,
		
00:32:22 --> 00:32:25
			glazers, the ones who are
installing glass for Windows and
		
00:32:25 --> 00:32:29
			things like that, sometimes they
use stilts to reach higher levels
		
00:32:29 --> 00:32:33
			on the same floor. So if you're
going to use stilts, then you have
		
00:32:33 --> 00:32:39
			to raise the top rail to match the
height of these stilts as well. So
		
00:32:39 --> 00:32:43
			when employees are using stilts,
the top rail must be increased by
		
00:32:43 --> 00:32:45
			an amount equal to the height of
the stilts.
		
00:32:47 --> 00:32:48
			Here, for example,
		
00:32:57 --> 00:33:01
			use chain gate and movable guard
rail when guardrails are used at
		
00:33:01 --> 00:33:06
			hoisting areas if you're gonna
have a lift or a winch or a crane.
		
00:33:07 --> 00:33:11
			So in this case, you need lifting
material or equipment, then you're
		
00:33:11 --> 00:33:16
			gonna use a hoisting a movable
guardrail, guardrail, like a gate,
		
00:33:16 --> 00:33:17
			to open and close.
		
00:33:18 --> 00:33:22
			You can use a chain or a gate or
removable guardrail section that
		
00:33:22 --> 00:33:27
			should be placed across the
opening. Use PFAs during hoisting
		
00:33:27 --> 00:33:31
			operations, when removed to
receive when the guardrail is
		
00:33:31 --> 00:33:36
			removed to receive materials,
employees must be protected by a
		
00:33:36 --> 00:33:36
			PFAs.
		
00:33:42 --> 00:33:43
			Now if you have holes in a floor,
		
00:33:45 --> 00:33:47
			even if that hole is small, even
if it's
		
00:33:49 --> 00:33:50
			two inches,
		
00:33:51 --> 00:33:58
			so any hole two inches or more in
diameter must be covered. So if
		
00:33:58 --> 00:34:01
			it's going to be for a pipe that's
more than two inches. It has to be
		
00:34:01 --> 00:34:06
			covered, and you have to mark the
cover mark as whole, or it could
		
00:34:06 --> 00:34:09
			be covered color coded, most
likely is going to be orange,
		
00:34:09 --> 00:34:12
			since it's a color that can be
very attractive to the eye, so
		
00:34:12 --> 00:34:16
			you're going to notice it as soon
as you step on that elevated
		
00:34:16 --> 00:34:21
			floor. Secure the cover so that it
doesn't move on you, and cover to
		
00:34:21 --> 00:34:25
			support twice the load that's
going to be imposed on it. So if a
		
00:34:25 --> 00:34:26
			person is going to be 180
		
00:34:27 --> 00:34:31
			pounds, for example, then this
whole this cover of the hole has
		
00:34:31 --> 00:34:34
			to withstand a force of 360
pounds.
		
00:34:37 --> 00:34:40
			So here, for example, we have a
hole that's about maybe four
		
00:34:40 --> 00:34:45
			inches in diameter. This should be
covered. And here's the good cover
		
00:34:45 --> 00:34:48
			that has been fixed in play, in
place with nails to make sure that
		
00:34:48 --> 00:34:49
			it's not going to move.
		
00:34:53 --> 00:34:57
			Now this is a plywood cover. It
doesn't seem strong enough to
		
00:34:57 --> 00:34:59
			support the weight of a person or
twice the weight.
		
00:35:00 --> 00:35:02
			Of a person. So this is not
proper.
		
00:35:05 --> 00:35:09
			This is an open hole. It's not
protected.
		
00:35:10 --> 00:35:13
			And again, the cover here,
although it's marked as hole and
		
00:35:13 --> 00:35:17
			everything, but it's plywood and
it's damaged, so it definitely
		
00:35:17 --> 00:35:21
			will not withstand twice the
weight or twice the load it should
		
00:35:21 --> 00:35:22
			be imposed on top of it.
		
00:35:24 --> 00:35:25
			Same thing here.
		
00:35:26 --> 00:35:29
			So this should be definitely
replaced
		
00:35:31 --> 00:35:37
			here. The cover does not cover the
whole area, so this is not going
		
00:35:37 --> 00:35:37
			to work.
		
00:35:41 --> 00:35:45
			So let's pause here, and then
we're going to resume this lecture
		
00:35:46 --> 00:35:49
			in another file, so that it
wouldn't be too big of a file.
		
00:35:49 --> 00:35:53
			We're going to start talking about
PFAs, which is the personal fault
		
00:35:53 --> 00:35:57
			protection protection system,
personal fault arrest system. And
		
00:35:57 --> 00:35:59
			then we're going to talk about the
safety nets, and we're going to
		
00:35:59 --> 00:36:04
			talk about the different zones on
a roof, for example, and talk
		
00:36:04 --> 00:36:09
			about the program, the training
program for fall protection. I'll
		
00:36:09 --> 00:36:11
			see you in the continuation of
this lecture. You.