Instructions / Assembly
ExtErior Scaffolding 
SafEty guidElinES
RequiRements foR access fRame 
scaffolding
 
dismantled by qualied workers or under 
the direct supervision of a qualied person. 
The qualied person must ensure that the 
erection is carried out properly, and that 
the correct components and materials are 
being used. All equipment must be inspected 
before use to ensure that it is in good repair 
and suitable for the intended use.
 
support the load of scaffolding, workers, and 
materials. Sills and base plates are required 
on any soil or unstable ground condition, or 
where any levelling adjustment is needed. 
The sill must be sound, rigid, and capable 
of supporting the maximum loads without 
settlement or deformation.
 
the limits specied by the local regulation.
 
spaced to adequately support the loads.
 
separate, locking pins must be used and the 
components secured. Uplift might be caused 
by the action of wind on a secured deck or 
by the leverage action of a cantilever side 
bracket on the scaffolding. All joints must 
be pinned on rolling scaffoldings and free-
standing towers.
 
tower, the platform height must not exceed 
three times its smallest base dimension (3 to 
1 rule).
 
be effectively guyed or secured to a building 
or structure to prevent overturning. The guying 
of a scaffolding may require the direction of a 
professional engineer.
 
sides of the platform where a person could 
fall a distance of 10 ft. or more. The top 
rail must be placed 40-44 in. above the 
work surface. An intermediate rail must be 
placed halfway between the top rail and 
the toeboard, if one is provided, or halfway 
between the top rail and the work surface if 
no toeboard is provided.
 
sides of a platform where it is possible for 
tools and or materials to roll off. The top of 
the toeboard must be at least 4 in. above the 
platform. If loose materials are to be stacked 
above the height of the toeboard, then the 
toeboard must be increased in height or 
mesh panels must be installed to prevent 
materials from falling off the scaffolding.
BefoRe eRecting access fRame 
scaffolding
 
example, light duty (one or two workers; 
painting a wall), or heavy duty (several 
tradespersons, with large and heavy materials 
 
erected in one operation or as the work 
 
from the scaffolding, workers, and materials 
 
 
or enclosed as a protection against the 
 
vertical ladder, built-in stairway, or direct from 
 
calculations for the total anticipated loading 
and possibly design the scaffolding and the 
 
ground surface, height restriction (3 to 1 rule) 
hazards when moving (such as power lines, 
projections from the building, and potholes).
equipment inspection
 
Not split or rotten.
 
kinks or dents in the top or bottom cross-
order. Coupling pins in place and secured to 
the frame.
 
with no bent ends. Pivot connection in good 
working order. No excessive rust.
 
notches, protruding nails, excessive warping. 
No contamination that may affect the integrity 
of the plank, such as oil, chemicals, and burns. 
(If you have any doubts about the strength of 
the plank, you may need to have it load-
tested).
 
No burns or broken ends. If upper surface 
has non-skid coating, no rot or plywood 
separation on underside.
 
not distorted. No cracks in welds. No dents, 
kinks, or any signs of abuse.
 
excessive rust.
 
no damage.
 
levelling jack is attached to the top of the 
caster. No thread damage. No curling or 
warping of the base plate. Adjusting nut is a 
tight t.
 
equipment in the frame structure. Damaged 
equipment should be tagged and marked as 
not t for use. Inform the supervisor so that 
others do not use it.
The producT or assembly varianTs shown in These insTrucTions for assembly and use may be subjecT To local 
regulaTions. The producT user bears The responsibiliTy for compliance wiTh such regulaTions, if There is a con-
flicT beTween This guidelines and The local regulaTions, local regulaTions shall supersede These guidelines.
ExtErior Scaffolding - SafEty gUidElinES


