Ihab Saad – Subpart L Scaffolds

Ihab Saad
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AI: Summary ©

The proper construction of scaffold infrastructure is crucial, and training and training of employees is required. Work sites must be designed properly to ensure proper safety and performance, and safety measures such as preventative maintenance and worker safety measures are discussed. Safety measures include keeping work sites at least 10 feet away from power lines, not allowing work sites to be installed close to power lines, and providing proper equipment and mobile scaffolding for worker safety. Safety measures include hazards like suspended scaffold and proper safety and protection for workers.

AI: Summary ©

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			On the concrete, because the
concrete is going to have a solid,
		
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			smooth level surface, so there's
not going to be any bumps that can
		
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			destabilize a person, for example,
standing or working on top of that
		
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			platform or scaffold.
		
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			The second part after the
foundations or the legs, the
		
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			footings at the bottom are the
structural members. They must be
		
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			plum and braced, verticality,
horizontality, and then braced
		
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			with cross braces to provide
strength for that scaffold.
		
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			The platform must be fully
planked. So the platform is the
		
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			area on which people are going to
be standing and working it must be
		
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			fully planked. This one, for
example, is not fully planked. So
		
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			this is not proper.
		
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			It should be fully planked on the
working levels. If we look at this
		
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			picture here, for example, how
many working levels do we have? We
		
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			have one here, maybe one here, one
here, and one here, and none of
		
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			them is fully planned, fully
plant, which means across the
		
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			whole width of this member, we
should have these planks. So these
		
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			are, this is not yet properly
assembled,
		
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			one inch maximum gap between the
planks. If you're going to place
		
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			them next to each other, there's
going to be only one inch maximum
		
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			gap again to prevent the hazard of
tripping or falling
		
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			or falling debris either, and it
has to support four times the
		
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			maximum load that's per the
specifications for a proper
		
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			scaffold. We can see here for this
one, we have the outriggers that
		
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			increase the base width of the
scaffold. To improve its strength,
		
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			we have also the casters, but in
this case, the casters are going
		
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			to have some brakes on them to
prevent this scaffold from moving
		
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			while some people are working on
top of it. It also has the ladder
		
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			like access, so it's already built
in so people can climb that to get
		
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			to the upper level of that
scaffold, it has the cross
		
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			bracing, which, again, is going to
offer additional strength. So with
		
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			the exception of the planking, the
proper planking, this looks like a
		
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			good scaffold.
		
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			Here are the planks, but they are
not properly overlapped. The
		
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			overlap should always be over on
top of the joint, and the overlap
		
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			should be at least 12 inches at
supports, unless restrained to
		
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			prevent movement. So the overlap
is always going to be each end
		
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			over support. So this one should
extend to this side here, and
		
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			there should be at least 12 inches
over the support.
		
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			Remember what we talked about in
ladders? If you have a wooden
		
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			ladder, you shouldn't paint it or
apply dark varnish, for example,
		
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			to it, because that might conceal
some of the defects and some of
		
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			the cracks. Same thing applies
here to scaffolds. No paint on
		
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			wood platforms, because that might
cover and hide some of the cracks.
		
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			Use only scaffold grade wood, and
that's going to have a
		
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			certification or a a stamp on it,
fully planked platforms on the
		
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			working levels. This is a working
level here. It seems to be
		
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			properly planked, and so is this
one
		
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			compatible components or pieces,
so many by the same manufacturer
		
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			or generic, but they can work
together
		
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			and erection on stable level
ground,
		
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			so it doesn't show here at the
bottom of the scaffold, but there
		
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			should be some clearing and some
good housekeeping to make sure
		
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			that the footings or the
foundations of the scaffold are on
		
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			solid ground and at the Same level
to prevent differential settlement
		
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			and shaking.
		
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			Scaffold boards
		
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			are not required to be stamped
scaffold grade. It's up to the
		
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			competent person to determine if
boards used to meet scaffold grade
		
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			requirements. So the competent
person is gone. These are the ones
		
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			used for clanking. Basically, the
best practice is used graded and
		
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			stamped lumber. This one is going
to have the step that shows what
		
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			capacity can it withstand before
breaking or collapsing.
		
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			The scaffold boards must be in
good condition, and if not, they
		
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			should be removed from service.
Plywood is not acceptable. In lieu
		
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			of scaffold boards, they have to
be solid wood and not plywood.
		
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			Now here we have,
		
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			what? How would you classify this?
Would this be a platform scaffold?
		
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			It's definitely not a suspended
scaffold. Here we have several
		
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			violations, by the way, no fault
protection.
		
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			Change the ratio between the
height and the width because you
		
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			you base it on the width of the
base of the platform, or widen the
		
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			base add another scaffold section
to stabilize so you want to make
		
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			it wider to give it better
balance.
		
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			So here we can see ties that are
going to tie the scaffold to the
		
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			facade of the building or the work
area,
		
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			a designer is going to be required
when the fabricated frame of
		
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			scaffolds is greater than 125 feet
high. Can a scaffold be more than
		
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			125 feet high. Yes, in fact, there
was a picture. Then you go back
		
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			very quickly to one of the slides
here that showed something like
		
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			that. It
		
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			was towards the very beginning.
Here, you kind of have scaffolds
		
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			for the whole facade of the
building that can exceed 125 feet
		
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			high. So in this case, it has to
be designed by a professional
		
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			engineer. It becomes a design
project on its own. And that also
		
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			applies to things like in heavy
construction. If you're gonna have
		
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			a bridge, for example, or
something like that, then
		
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			definitely that's going to be done
by a designer. It's not going to
		
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			be something for anyone to do.
		
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			The design must be done by a
registered professional engineer.
		
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			If you remember, we have seen that
when we were talking about
		
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			excavation. If the excavation is
going to exceed 20 feet, then the
		
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			support is going to be designed by
a professional engineer. Here's
		
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			another area where a professional
engineer is going to design some
		
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			part of of our work that we need
to perform.
		
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			The erector training requirements,
you must train the employees who
		
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			erect or dismantle scaffolds or
maintain them. Training must be
		
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			performed by a competent person.
Training must includes the hazards
		
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			procedures for acting and the
design criteria. What's the
		
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			maximum load capacity? When should
it be inspected? How is it going
		
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			to be braced and so on and so
forth.
		
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			You must train employees who work
on scaffolds. Training must be
		
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			done by a qualified person, in
this case, the competent person,
		
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			and it must include fall
protection, falling object
		
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			protection, power line hazards,
use of scaffold, handling
		
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			materials on scaffolds, especially
if there's going to be some loose
		
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			material or some fluid that can
cause imbalance to the whole
		
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			scaffold And the load capacities
on the scaffolds,
		
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			you have to retrain whenever you
change the work site, because each
		
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			site might have its own
characteristics. Change in type of
		
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			scaffold or fault protection
measures if you're going to use
		
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			PFAs versus handrails or
guardrails observed in adequacies,
		
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			inadequacies in worker
performance. If you notice that
		
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			some of the workers are not paying
close attention to the safety
		
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			precautions on for working on
scaffolds, then you must retrain
		
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			them.
		
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			How are we going to access these
scaffolds? This one looks like a
		
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			good scaffold. It's wide enough.
It has the ladder, like access
		
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			tool. It's properly braced. It's
fully planked on the working
		
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			surfaces, solid wood, not plywood.
And it has here, in this case, it
		
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			has something that looks like a
guard rail, and mid rail here. So
		
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			this is this looks like a good
scaffold. Access must be provided
		
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			when platforms are two feet or
more above or below a point of
		
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			access. So if the point of access,
for example, is this roof slab,
		
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			and you're going to be working on
this scaffold, and there's a
		
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			difference in elevation between
the two levels of two or more
		
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			feet, then you must provide some
access, which is going to be
		
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			something like a ladder or
something like that.
		
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			The methods of access can be
either ladders, which could be
		
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			portable, hook on, attachable, or
stair type. It could also be ramps
		
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			and walkways or prefabricated
access leather frame type scaffold
		
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			like the one that we can see here
on this slide. This is the leather
		
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			frame
		
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			or direct access from another
scaffold, and may use building
		
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			stairs and come out windows. These
are all valid ways of access to
		
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			the scaffold. Never use cross
bracing. This is the cross bracing
		
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			some people would climb on this
cross braking. It's not designed
		
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			for that, so it may collapse. So
never use the cross bracing to
		
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			access the scaffold.
		
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			Here we have a good.
		
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			Frame that has the ladder type,
		
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			and the bottom rung has a maximum
height of 24 inches. So the
		
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			maximum height for this rung is
two feet.
		
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			Another way of access, as we
mentioned, is hook on or detach or
		
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			attachable. Ladders must be
installed as soon as safe
		
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			installation permits
		
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			for any damaged pieces you have
either to repair them or take them
		
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			out of service immediately. You
don't want to keep them on site so
		
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			that people might use them. It can
cause injuries or damage.
		
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			One of the major issues here is
power lines. And again, scaffolds
		
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			are used to access higher
elevations, which might be very
		
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			close to power lines. So do not
erect scaffolds too close to power
		
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			lines. The good practice is to
stay at least 10 feet away, 10
		
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			feet away from the power line.
Check clearance requirements.
		
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			You're going to find these in the
code book that talk about the
		
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			different voltage of the different
cables and any additional distance
		
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			that should be kept above and
beyond the 10 feet.
		
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			So do not erect scaffold. Need
scaffolds. Need power near. Power
		
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			lines. Stay three feet away from
insulated lines less than 300
		
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			volts. Stay 10 feet away from non
insulated lines, or insulated
		
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			lines greater than 300 volts, and
if it's greater than 50 kilovolts,
		
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			which is 50,000 volts, stay away
10 feet plus point four inch per
		
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			kilovolt over 50 kilovolts. So for
example, if it's 55 kilovolts,
		
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			then is going to be
		
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			five times point four inches.
That's a total of an additional
		
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			two inches plus the 10 feet. The
increments going to be very small,
		
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			but again, at least we are keeping
the 10 feet safe distance.
		
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			Never overload scaffolds, because
there's going to be the risk of
		
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			collapsing. Platforms must not
deflect more than 1/60
		
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			of span when loaded, and that's
going to show you if it's
		
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			overloaded or not, if it sags or
Deflects More than one over 60 of
		
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			the span. So if the span, for
example, is 60 feet, which is very
		
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			rare, you will never see an
unsupported span of 60 feet. Just
		
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			for the sake of illustration. If
it's 60 feet, the sag should not
		
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			exceed one foot, and that's going
to be a very big sag. So if it's
		
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			10 feet, for example, which is a
very normal span for a scaffold,
		
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			it should not exceed 1/6 of a
foot,
		
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			which is basically two inches.
		
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			Ladders may not be used to
increase working height, except
		
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			when so if you're working already
on top of a scaffold, and you want
		
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			to reach a higher elevation, you
should not work on a ladder,
		
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			except if the ladder is placed
against structure which provides
		
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			stability other than the scaffold,
leather legs must be on the same
		
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			plank again to make sure that it's
stable, it's not going to shake.
		
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			Scaffold is secured against the
force of the ladder. So because
		
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			that's going to create a
concentrated load on the planks of
		
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			the scaffold, planks are secured
to prevent their movements, and
		
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			the ladder legs are secured to
prevent slippage. So if you do not
		
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			have all of these conditions, you
cannot work on the ladder on top
		
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			of a scalpel
		
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			from time to time. And for certain
kinds of work, we're going to have
		
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			mobile scaffolds for painting, for
example, and similar other work.
		
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			So here you can see the worker. It
has the guardrails and the
		
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			midrail. It might have a tool
board as well to prevent falling
		
00:29:02 --> 00:29:08
			debris. It has the ladder type
access on both sides. It's
		
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			properly fully planked on both
working surfaces. It has some
		
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			braces here. It has the casters at
the bottom, and it has outriggers
		
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			to increase the width of the base
of the scaffold. Now, if you're
		
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			going to be working on top a
mobile scaffold like this, the
		
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			surface must be level. The surface
on which the scaffold is going to
		
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			be moving must be level. The
maximum height to base is going to
		
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			be two to one. Remember, in other
platforms or scaffolds, we talked
		
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			about four to one. In this case,
since this is going to be mobile
		
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			or movable, then we're going to
reduce that by twofold. So it's
		
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			going to be only two to one. And
our triggers must be used on both
		
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			sides. In this case, a competent
person must be on site to
		
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			supervise
		
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			the casters, as we have seen on
the previous slide, must be on a
		
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			firm search.
		
00:30:00 --> 00:30:03
			Like concrete. You cannot use them
on dirt, which is going to be
		
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			uneven. You must inspect surfaces
first for holes, etc, because
		
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			again, if that caster hits a hole
or falls into a hole, it might
		
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			destabilize the whole scaffold and
cause it to collapse. You must
		
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			lock casters prior to scaffold
use. You must lock the casters
		
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			prior to scaffold use, and no one
should be on that scaffold while
		
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			it's being moved.
		
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			Apply the force low, no more than
five feet above the base when
		
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			moving a scaffold if you're gonna
be pushing it, for example, or
		
00:30:41 --> 00:30:45
			something like that, not nothing
above five feet from the base when
		
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			moving it, diagonal bracing is
going to be required to prevent
		
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			racking or collapse of the
scaffold.
		
00:30:57 --> 00:31:00
			If you have employees on the
scaffold, employees must not ride
		
00:31:00 --> 00:31:04
			on scaffolds, unless the rolling
surface, if you moving it or
		
00:31:04 --> 00:31:08
			pushing it from one place to
another while the employees are on
		
00:31:08 --> 00:31:12
			top of it, you can only do that in
very limited conditions if the
		
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			rolling surface has more, no more
than three degrees out of level,
		
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			so it's almost 100% level and
flat. If the running surface is
		
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			free of pits, holes and
obstructions, if it has any holes
		
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			or debris or pits, then the
employees should descend this
		
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			mount from that scaffold until
it's moved, and then they can
		
00:31:33 --> 00:31:37
			mount it again. The maximum height
to base, as we agreed before, for
		
00:31:37 --> 00:31:41
			mobile scaffold is going to be two
to one. Our trigger frames when
		
00:31:41 --> 00:31:45
			used, are on both sides of the
scaffold. No employee or any part
		
00:31:45 --> 00:31:49
			of the scaffold extend beyond the
wheels or casters, because that's
		
00:31:49 --> 00:31:53
			going to create a cantilever
effect which might cause
		
00:31:53 --> 00:31:57
			destabilization of that and
overturning of the scaffold make
		
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			employee aware of the move before
we move, so that they are alert
		
00:32:01 --> 00:32:05
			and they are paying attention that
the scaffold is going to be moved.
		
00:32:08 --> 00:32:12
			In case of scaffolds, remember, in
general, in general, for fall
		
00:32:12 --> 00:32:17
			protection, our magic number was
six feet in case of
		
00:32:19 --> 00:32:23
			in case of scaffolds, since we're
going to have either PFAs or we're
		
00:32:23 --> 00:32:28
			going to have guardrails, then the
number is increased to 10 feet,
		
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			because usually scaffolds are
going to be needed for more than
		
00:32:31 --> 00:32:34
			six feet, so the fall protection
is going to be required that 10
		
00:32:34 --> 00:32:39
			feet of scaffolds either PFAs,
personal fall arrest system, or
		
00:32:39 --> 00:32:42
			guardrails or netting. You might
have a safety net.
		
00:32:48 --> 00:32:52
			If the employees are going to be
wearing the PFAs as their fault
		
00:32:52 --> 00:32:57
			protection measure, they must be
trained in PFAs on scaffolds,
		
00:32:58 --> 00:33:01
			including the Anchorage. What is
it going to be anchored to the
		
00:33:01 --> 00:33:06
			lifeline, the lanyard and the body
harness? They must be trained on,
		
00:33:06 --> 00:33:10
			how to wear them, how to maintain
them, how to inspect them, and how
		
00:33:10 --> 00:33:13
			to discard the defective
components. If they have been
		
00:33:15 --> 00:33:19
			used before and they have been
extended, for example, if the
		
00:33:19 --> 00:33:22
			lanyard has been extended already,
then it has to be discarded.
		
00:33:25 --> 00:33:29
			Use PFAs instead of guard drills
on some scaffolds, because, again,
		
00:33:29 --> 00:33:32
			if the worker needs to work
		
00:33:33 --> 00:33:36
			again, here you can see the
distance between the worker, the
		
00:33:36 --> 00:33:40
			employee, and the facade of the
building that should not exceed,
		
00:33:40 --> 00:33:44
			as we agreed before, anywhere
between 14 to 18 inches.
		
00:33:45 --> 00:33:51
			So you can use PFAs instead of
guardrails on some scaffolds, use
		
00:33:51 --> 00:33:55
			PFS and guardrails on suspension
scaffolds if it's going to be a
		
00:33:55 --> 00:33:58
			suspension so far, we're talking
about platform scaffolds. We have
		
00:33:58 --> 00:34:01
			not discussed suspension yet, but
if you're going to be working on a
		
00:34:01 --> 00:34:05
			suspension scaffold, use both of
them, PFAs and guardrails.
		
00:34:06 --> 00:34:10
			Erectors and dismantlers use PFAs
when feasible, because by that
		
00:34:10 --> 00:34:15
			time you have not yet installed
the guardrails. So the only mode
		
00:34:15 --> 00:34:16
			of protection is going to be the
PFAs.
		
00:34:18 --> 00:34:22
			You can notice here that the ends
of this scaffold are not properly
		
00:34:22 --> 00:34:27
			guarded. We don't have any guard
any guard rails on the sides of
		
00:34:27 --> 00:34:29
			that scaffold, so it's not
properly guarded.
		
00:34:34 --> 00:34:37
			The personal far rest systems on
scaffolds must be attached by
		
00:34:37 --> 00:34:41
			lanyard, either to a lifeline,
either vertical order, horizontal,
		
00:34:41 --> 00:34:45
			and we have seen these in fault
protection or to a scaffold
		
00:34:45 --> 00:34:49
			structural member. Do not attach
to scaffold member unless the
		
00:34:49 --> 00:34:53
			manufacturer has designed a
specific fault anchorage point
		
00:34:53 --> 00:34:57
			location or device for this
purpose, because that's going to
		
00:34:57 --> 00:34:59
			take a lot of load. We.
		
00:35:00 --> 00:35:04
			Remember the 1800 pounds that we
talked about before. So if it's
		
00:35:04 --> 00:35:08
			not designed for that purpose,
then you cannot attach to it.
		
00:35:12 --> 00:35:15
			The clause in the code, in the
code here says,
		
00:35:16 --> 00:35:21
			For all scaffolds not otherwise
specified in paragraphs g1, I
		
00:35:21 --> 00:35:23
			through g1, six or G, 1g
		
00:35:25 --> 00:35:30
			i One through G, i Six of the
section, each employee shall be
		
00:35:30 --> 00:35:34
			protected by the use of fall RS
system or guardrail systems
		
00:35:34 --> 00:35:39
			meeting the requirements of g4, of
this section, PFAs is not needed
		
00:35:39 --> 00:35:42
			in other fault protect if other
fault protection is provided.
		
00:35:45 --> 00:35:49
			The guardrail, as we have learned
about it before, is going to be 42
		
00:35:49 --> 00:35:55
			inches plus or minus three. Here
it says it can be as low as four
		
00:35:55 --> 00:36:00
			inches below the 42 inches must be
installed along all open sides and
		
00:36:00 --> 00:36:04
			ends of the platforms before work
begins for the slide that we
		
00:36:04 --> 00:36:07
			showed that we have seen a couple
of slides ago. This one,
		
00:36:07 --> 00:36:07
			basically,
		
00:36:10 --> 00:36:14
			it has not been provided on the
ends or of that platform,
		
00:36:15 --> 00:36:17
			therefore it's not properly
guarded.
		
00:36:21 --> 00:36:24
			The mid rails are going to be
screens, mesh, etc, must run
		
00:36:24 --> 00:36:29
			between the top edge of the
guardrail system and the scaffold
		
00:36:29 --> 00:36:29
			platform
		
00:36:33 --> 00:36:38
			for overhand brick laying, which
is a very specific task, guardrail
		
00:36:38 --> 00:36:43
			or PFAs required on all sides.
Expect the size where the work is
		
00:36:43 --> 00:36:47
			being done. So here we have the
guardrails, and he should be
		
00:36:47 --> 00:36:52
			wearing PFAs, but on the side of
the opposite side where is laying
		
00:36:52 --> 00:36:55
			the bricks, you cannot have the
guardrail because that defeats the
		
00:36:55 --> 00:36:55
			purpose
		
00:36:57 --> 00:37:01
			laying units such that the work is
on the opposite side of the wall
		
00:37:01 --> 00:37:05
			from the Mason required in the
Mason to lean over the wall to
		
00:37:05 --> 00:37:08
			complete the work. Then in this
case, you don't need to have the
		
00:37:08 --> 00:37:09
			guardrails,
		
00:37:11 --> 00:37:15
			tool boards, screens and nets,
etc, are going to be required or
		
00:37:15 --> 00:37:20
			use barricades to restrict access
below. So either you're gonna have
		
00:37:20 --> 00:37:24
			the proper tool boards and screens
and nets to prevent falling debris
		
00:37:24 --> 00:37:27
			from hitting someone who's
standing or walking underneath the
		
00:37:27 --> 00:37:30
			scalpel. Or you're gonna have a
barricade at the lower level
		
00:37:30 --> 00:37:34
			preventing anyone from being there
while work is being done on top of
		
00:37:34 --> 00:37:35
			the scaffold,
		
00:37:39 --> 00:37:41
			if the tool boards are not high
enough. And we mentioned before
		
00:37:41 --> 00:37:45
			that the height, the proper height
of the toolbar, is going to be
		
00:37:45 --> 00:37:48
			four inches, so a two by four is
going to be acceptable use
		
00:37:48 --> 00:37:53
			screening from toolbar to top
rail, or use canopies or nets to
		
00:37:53 --> 00:37:57
			catch fawning objects or barricade
area below. That's if the material
		
00:37:57 --> 00:38:01
			is stacked higher than the tool
board, like bricks or blocks which
		
00:38:01 --> 00:38:02
			might fall
		
00:38:03 --> 00:38:05
			above the tool board.
		
00:38:09 --> 00:38:12
			Now, for another type of
scaffolds, the man lifts train
		
00:38:12 --> 00:38:14
			operators. Requirement
		
00:38:15 --> 00:38:19
			operators must be trained on the
type of equipment being used keep
		
00:38:19 --> 00:38:23
			the operators manual nearby to
identify, again, the proper
		
00:38:23 --> 00:38:27
			height, to identify the proper
loading, etc. Inspect equipment
		
00:38:27 --> 00:38:28
			prior to use,
		
00:38:29 --> 00:38:32
			inspect area above and around,
especially for
		
00:38:34 --> 00:38:39
			inconsistencies in the flatness
and the level of the ground, or
		
00:38:39 --> 00:38:44
			for the existence of power lines
and things like that, set up on
		
00:38:44 --> 00:38:49
			the level and firm soil and move
with platform lowered. So if
		
00:38:49 --> 00:38:53
			you're going to move the man lift,
which is what it's used for, you
		
00:38:53 --> 00:38:57
			have to lower it and not move it
while it's still at the high
		
00:38:57 --> 00:38:57
			level.
		
00:38:59 --> 00:39:04
			The main lift is not a crane. Do
not use it as one. So don't use as
		
00:39:04 --> 00:39:08
			a material. Voice to lift material
to someone working at an upper
		
00:39:08 --> 00:39:08
			level.
		
00:39:09 --> 00:39:12
			It has to be at least 10 feet from
the power line.
		
00:39:13 --> 00:39:16
			Fault protection is going to be
required. Fall arrest equipment
		
00:39:16 --> 00:39:20
			must be utilized, and you must
observe the weight capacity of
		
00:39:20 --> 00:39:23
			that man lift not to overload it.
		
00:39:25 --> 00:39:30
			Permissible types of loads on the
main lifts are going to be solid
		
00:39:30 --> 00:39:36
			loads, not fluid loads. So it's
going to include personnel, tools
		
00:39:36 --> 00:39:38
			and materials only.
		
00:39:40 --> 00:39:44
			You can modify the equipment only
with the written consent of the
		
00:39:44 --> 00:39:47
			manufacturer, because, again,
these men lifts are manufactured
		
00:39:47 --> 00:39:51
			according to certain specs. So if
you want to change these specs,
		
00:39:51 --> 00:39:53
			you have to contact the
manufacturer who can tell you
		
00:39:53 --> 00:39:55
			whether you can do that change or
not. So.
		
00:40:00 --> 00:40:03
			Another form is going to be the
man basket. The employee must
		
00:40:03 --> 00:40:08
			stand firmly in the basket. No
sitting, no climbing on the edge
		
00:40:08 --> 00:40:12
			of the basket, no Jerry rigging
for extra height. You cannot add
		
00:40:12 --> 00:40:16
			any additional platforms using
planks or ladders or anything on
		
00:40:16 --> 00:40:19
			demand. Lift. You cannot do that.
And no tying off, because, again,
		
00:40:20 --> 00:40:23
			tying off might cause an
additional hazard on its own. You
		
00:40:23 --> 00:40:26
			can you should not tie off to
adjacent structures, etc, while
		
00:40:26 --> 00:40:30
			working from the lift, because if
the lift moves, that's going to
		
00:40:30 --> 00:40:34
			cause that person to lose his or
her balance and fall, probably to
		
00:40:34 --> 00:40:35
			their death.
		
00:40:38 --> 00:40:41
			Here's an example. This is a man
lift. This is the cage where
		
00:40:41 --> 00:40:45
			they're going to be working. It
has, as you can see, guardrails on
		
00:40:45 --> 00:40:46
			all sides.
		
00:40:47 --> 00:40:51
			This is a fact. This is an example
of an accident. Employee was on a
		
00:40:51 --> 00:40:55
			fully extended man lift, ran over
some bricks because the ground was
		
00:40:55 --> 00:41:00
			not level. The boom flexed and
sprung by breaking effect. Worker
		
00:41:00 --> 00:41:05
			was thrown from the basket, fell
37 feet to concrete floor. You can
		
00:41:05 --> 00:41:08
			imagine what happened. It shows
here fatal fact.
		
00:41:12 --> 00:41:15
			The third type of scaffolds is the
suspension scaffolds, as you can
		
00:41:15 --> 00:41:18
			see here, this is suspended from
the top instead of being built
		
00:41:18 --> 00:41:19
			from the bottom up
		
00:41:21 --> 00:41:26
			the rope suspending the scaffold
must hold six times the load.
		
00:41:26 --> 00:41:30
			Remember, for the scaffolds, we
had the platform scaffolds, we had
		
00:41:30 --> 00:41:34
			a factor of safety of four. Now
for the suspended scaffold is
		
00:41:34 --> 00:41:38
			going to be even more strict. It's
going to be six times the load.
		
00:41:38 --> 00:41:43
			Train workers to recognize the
hazards, secure the scaffold to
		
00:41:43 --> 00:41:46
			prevent sway swaying, especially
if working in a windy condition,
		
00:41:47 --> 00:41:50
			inspect the roofs by a competent
person before each and every shift
		
00:41:51 --> 00:41:57
			and anchor PFAs independently of
the scaffold, because you want to
		
00:41:57 --> 00:42:00
			have another anchorage point
separate from the scaffold itself.
		
00:42:00 --> 00:42:00
			So
		
00:42:04 --> 00:42:06
			up. You need a competent person
for rigging.
		
00:42:08 --> 00:42:10
			You need to inspect the equipment
before each shift, because
		
00:42:10 --> 00:42:12
			conditions might change.
		
00:42:14 --> 00:42:20
			It must be tied to a structurally
sound member capable of supporting
		
00:42:20 --> 00:42:26
			four times the rated load. So the
ropes six times. The support
		
00:42:26 --> 00:42:32
			system four times. Lifelines,
cables to the ground, independent
		
00:42:32 --> 00:42:36
			lifelines and hoist cables must
reach completely to the ground if
		
00:42:36 --> 00:42:39
			you want to move that scaffold or
balance the scaffold, especially
		
00:42:40 --> 00:42:41
			in case of strong winds and things
like that.
		
00:42:45 --> 00:42:50
			Also special scaffolds we're going
to use, PFAs at all times, with
		
00:42:50 --> 00:42:53
			independent life lines attached to
Anchorage point capable of
		
00:42:53 --> 00:42:57
			supporting 5000 pounds. The key
number here is, here is 5000
		
00:42:58 --> 00:42:58
			pounds. So
		
00:43:05 --> 00:43:11
			if you want to use counterweights
used on our trigger beams, they
		
00:43:11 --> 00:43:15
			must be of a non flowable
material. So you cannot use sand,
		
00:43:16 --> 00:43:19
			you cannot use a liquid, you
cannot use cement. It can be
		
00:43:19 --> 00:43:25
			something like bricks or blocks or
every any solid weight, they must
		
00:43:25 --> 00:43:30
			be permanently marked with weight
and securely attached. That's to
		
00:43:30 --> 00:43:35
			give stability to that platform.
No fuel powered equipment,
		
00:43:35 --> 00:43:40
			because, again, the fuel itself is
a flowable material, so you cannot
		
00:43:40 --> 00:43:43
			use any fuel powered equipment on
a suspension scaffold.
		
00:43:46 --> 00:43:50
			Some of the hazards for suspended
scaffolds include high winds, poor
		
00:43:50 --> 00:43:55
			foundation, and use of screening
can cause the scaffold to
		
00:43:55 --> 00:43:58
			collapse. Use of screening is very
interesting, because the screening
		
00:43:58 --> 00:44:02
			is going to offer certain
resistance to the wind, so it's
		
00:44:02 --> 00:44:05
			going to increase the surface area
that's exposed to the wind,
		
00:44:06 --> 00:44:09
			increasing the wind load on the
scaffold, which might cause it to
		
00:44:09 --> 00:44:09
			collapse.
		
00:44:12 --> 00:44:13
			So here
		
00:44:15 --> 00:44:20
			you have the screening, which
creates a special wind load
		
00:44:20 --> 00:44:25
			hazard. Don't work on ice or snow
covered platforms because of issue
		
00:44:25 --> 00:44:29
			of slipping. Don't work during
storms or high wind because it can
		
00:44:29 --> 00:44:35
			destabilize it. Use taglines on
swinging load protect suspension
		
00:44:35 --> 00:44:39
			droves from heat and acid, because
that can corrode them and make
		
00:44:39 --> 00:44:44
			them lose part of their cross
section, reducing their loading
		
00:44:44 --> 00:44:45
			capacity.
		
00:44:49 --> 00:44:54
			Again. Here the main hazards of
scaffolds falls from elevation,
		
00:44:55 --> 00:44:59
			bad planking, if it's not properly
supported with proper overlap.
		
00:45:01 --> 00:45:04
			Uh, assembly or structural
scaffold collapse, if it's not
		
00:45:04 --> 00:45:09
			properly braced, or it does not
have the proper loading capacity
		
00:45:09 --> 00:45:14
			or is not properly tied, struck by
falling tools or debris,
		
00:45:14 --> 00:45:17
			especially for those who are
standing around the scaffold and
		
00:45:17 --> 00:45:20
			electrocution, if you're going to
be working near power lines.
		
00:45:22 --> 00:45:26
			So that basically is our
discussion about scaffolds. We
		
00:45:26 --> 00:45:30
			have identified three different
types, the platform, the suspended
		
00:45:30 --> 00:45:33
			and the man lifts. And now we have
a few questions for review.
		
00:45:34 --> 00:45:38
			At what height must fall
protection begin on scaffolds.
		
00:45:38 --> 00:45:41
			Remember, again, in the under
normal condition, it was six feet
		
00:45:42 --> 00:45:44
			on scaffold. The magic number is
10 feet.
		
00:45:46 --> 00:45:51
			What are the elements of a proper
scaffold? Footing on frame
		
00:45:51 --> 00:45:55
			scaffolds, base plate, mud, sills
and casters that are got to
		
00:45:55 --> 00:45:58
			provide stability at the bottom,
that's the most important part.
		
00:46:00 --> 00:46:03
			Which type of man lift requires
the use of fault protection,
		
00:46:03 --> 00:46:08
			scissor lifts or boom lifts, the
answer is, each and every one of
		
00:46:08 --> 00:46:13
			them, all of them, any kind of man
lift requires fault protection.
		
00:46:15 --> 00:46:20
			How far away must scaffolds be
from overhead power lines? Again,
		
00:46:20 --> 00:46:23
			remember another magic number,
which happens to be the same
		
00:46:23 --> 00:46:26
			thing, 10 feet, minimum is going
to be 10 feet.
		
00:46:28 --> 00:46:32
			That's basically our lecture about
scaffolds. I hope you have learned
		
00:46:32 --> 00:46:36
			about the proper installation, the
proper maintenance and the proper
		
00:46:36 --> 00:46:40
			use of scaffolds, and I'll see you
in another lecture.