Haki 564 User manual

© HAKI AB 2014
USER´S MANUAL

2
© Copyright HAKI AB, 2014
The reproduction of text and pictures/illustrations without HAKI’s permission is prohibited.
Important information
HAKI’s product liability and user´s manuals apply only to scaffolds that are
entirely composed of components that have been made and supplied by HAKI.
HAKI’s type examination certi cate apply only to scaffolds whose materials,
dimensions and design accord with those speci ed in the documentation upon
which this certi cate is based.
HAKI’s scaffold systems must not be erected using components of makes other
than HAKI or be connected to scaffolds of makes other than HAKI. In such cases,
a special study of load-bearing capacity must be carried out. However, HAKI has
no objection to the customary addition of scaffold tubes and approved couplers
to the scaffold.
Adding components from different suppliers may invalidate the insurance cover.
HAKI reserves the right to make technical modi cations on a continual basis.
A user’s manual should be provided to the user together with the scaffolding.
The latest versions of HAKI user’s manuals can be downloaded from our website,
www.HAKI.com.
For scaffold structures that are not covered by this user´s manual, please
contact HAKI’s technical department.
Forces and dimensions
1000 N = 1 kN ~ 100 kg
10 N ~ 1 kg
All measurements in mm
HAKI colour code
Horizontals and diagonals are marked with their nominal sizes (bay sizes) and a
colour code. The marking is a useful means of identi cation when erecting and
handling the scaffold material.
564 1050 1964 3050
700 1250 2050 3650
770 1550 2500 4050
1010 1655 2550

3
1655/1964/2500/3050 mm
2,0 m
HAKI Ram
Following examination by the SP Technical Research Institute of Sweden,
the scaffolding has been issued with a Type Examination Certicate
in accordance with the requirements of Ordinance AFS 1990:12 of
the Swedish Work Environment Authority Code of Statutes and SS-EN
12810 and 12811 – Certicate No. 14 55 04 (hot-dip galvanized) and
14 55 08 (aluminium) – load class 3 (2.0 kN/m2) respectively.
BASIC INFORMATION
L-frame
Frame 1000
Tie rod
Decking unit
Frame 2000
Guardrail
frame
Toe board clip
Toeboard
Base jack
General data
The HAKI Ram scaffolding system consists of vertical frames, decking units and guardrail
frames. The scaffolding is erected with bay widths of 700 mm and bay lengths of 1655,
1964, 2500 or 3050 mm and with 2000 mm between lifts.
Using brackets, the width of the work platforms can be increased by 310 mm or
620 mm.
Manufactured in hot-dip galvanized steel and aluminium.
Marking
All components with the exception of locking pins etc. come permanently marked with
the HAKI logo and the last two gures of the year of manufacture ( S14).
Older components that are covered by the certicate
Guardrail frame SKRD.

4
Base jack BS 2071000 5.0
Adjustable BSL 2073003 9.2
BS = 55-570 mm
BSL = 40-650 mm
Name Code Item No. Weight
LIST OF COMPONENTS
Frame RA 500 8731053 7.0
RA 800 8731084 10.0
RA 1000 8731104 12.4
RA 2000 8731204 17.1
Frame RAF 1000 8731105 14.5
With toeboard
L-frame RAL 1000 8734100 6.1
Guardrail frame AL SKRD 1655 AL 4052161 5.9
With spring locking catch SKRD 1964 AL 4052191 6.6
SKRD 2500 AL 4052246 7.8
SKRD 3050 AL 4052301 8.9
Guardrail frame GFL 1655 7052164 7.4
With spring locking catch GFL 1964 7052194 8.1
GFL 2500 7052254 9.2
GFL 3050 7052304 10.5
Frame AL RAF 1000 AL 4731105 7.7
With toeboard
Frame AL RA 500 AL 4731051 3.8
RA 800 AL 4731081 5.1
RA 1000 AL 4731101 6.4
RA 2000 AL 4731201 8.9

5
Name Code Item No. Weight
Guardrail frame SKRDF SKRDF 700 8753000 7.5
With toeboard
Guardrail frame SKRA SKRA 500-700 8751075 4.4
Bracket SK 300 8775030 3.9
Jaw width 22 mm SK 700 8775070 7.9
SK 800 8775080 9.1
Bracket AL SK 700 AL 4211072 3.5
Bracket SK 700 with spigot
Bracket SK 650 without spigot SK 650 AL 4211073 3.0
Jaw width 22 mm
Decking unit B=620 mm
Load class 3 (2.0 kN/m2) PL 1655x620 AL 4081160 11.7
PL 1964x620 AL 4081190 14.0
PL 2500x620 AL 4081250 18.3
PL 3050x620 AL 4081300 22.5
B=310 mm
Load class 3 (2.0 kN/m2 ) PL 1655x310 AL 4082160 8.4
PL 1964x310 AL 4082190 9.5
PL 2500x310 AL 4082245 12.3
PL 3050x310 AL 4082300 14.7
Decking unit hatch B=620 mm
Load class 3 (2.0 kN/m2) PLLU 1964x620 AL 4081191 14.5
PLLU 2500x620 AL 4081245 19.5
PLLU 3050x620 AL 4081302 23.5
Ladder ST ST 2100 AL 2091210 3.4
For decking unit with hatch
LIST OF COMPONENTS

6
LIST OF COMPONENTS
Toeboard FL 3000x150x32 2025300 5.8
Wood, yellow glazing paint
Any logo can be applied
Toeboard clip LFP 150x32 2131001 0.2
Plastic
LF 70 7161006 1.0
Tie rod SVF 600 7072060 0.6
Rod diameter Ø12 mm SVF 800 7072080 0.8
Permissible load 2.5 kN
Tie rod clamp BVF 7071000 0.6
Permissible load 2.5 kN
Tie rod tube SVF 450x48 8832045 1.9
Rod diameter Ø48 mm SVF 900x48 8832090 3.3
Permissible load 2.5 kN SVF 1200x48 8832120 4.4
Right angle coupler RA 48x48 22 mm 2041010 1.0
Jaw width 22 alt. 23 mm RA 48x48 22 mm 2048010 1.2
Wall tie VST 1000 7111100 5.3
With exible plate VST 2000 7111200 9.1
Two Ø22 holes in the plate VST 3000 7111300 13.7
VST 4000 7111400 16.7
VST 5000 7111500 21.9
VST 6000 7111600 24.5
Stair UTV AL UTV 1000 AL 4102100 12.1
With platform and locking catch UTV 2500x2000 AL 4102247 22.9
LxH 3050x2000 mm UTV 3050x2000 AL 4102302 29.2
Width 600 mm
Handrail AL HL 2500x2000 AL 4058245 9.2
HL 3050x2000 AL 4058300 10.3
Handrail inner UTV AL HLI UTV AL 7058253 11.4
Name Code Item No. Weight
Tie rod tube SVF 450x48 AL 4832045 1.2
Tube Ø48 mm
Permissible load 5.4 kN

7
Stair UTV UTV 3050x2000 2092200 39.7
With platform and locking catch at the top
LxH 3050x2000 mm
Width 600 mm
Handrail HL 3050x2000 2161300 19.3
Handrail inner UTV HLI 7058254 11.5
Bracket handrail post FF-UTV 8752001 2.5
For stair UTV steel 2092200
Handrail post LSS 1000 7015102 4.2
As guardrail post
Landing link panel UTV AL/Frame 7211044 3.6
For covering the hole between
platform and frame
Only for UTV UTV 3050x2000 AL
Safety gate with net SGF SGF 1655 7055161 17.0
Continuously adjustable in height SGF 1964 7055191 19.4
Jaw width 22 mm SGF 2500 7055250 23.2
SGF 3050 7055300 26.8
Transom intermediate level TP 700 8743701 3.7
Jaw width 22 mm
Platform locking LSB 0.7 8744700 2.3
LSB 700 8744701 2.3
Transom ground level ULB 700 8743700 2.4
LIST OF COMPONENTS
Name Code Item No. Weight

8
LIST OF COMPONENTS
Adapter guardrail 8792000 0.6
For guardrail for corner
applications etc.
Jaw width 22 mm
Locking device guardrail 8833000 0.8
For guardrail, tube diameter 38 mm
Jaw width 22 mm
Locking hook LK 10x48 8793000 0.1
For locking standard joint in
connection with tensile load,
e.g. when lifting or when
scaffolding is used for temporary roof
Not for suspended scaffolding
Pavement frame 1460 8732201 39.5
With two xed and two
adjustable spigots
Bay width 1460 mm
Lattice beam 450 AL FB 4100 AL 4032410 16.7
FB 6100 AL 4032610 24.3
FB 8100 AL 4032810 32.2
Ramtainer 8871000 28.9
For twenty vertical frames
The frames are lashed to
the ramtainer with
strapping
For other accessories, see HAKI Component List.
Name Code Item No. Weight

9
ERECTION
Information on safety when erecting and dismantling
1. Before erecting or dismantling a scaffold, try to fence off the working area if possible.
2. The location for the scaffold must be checked in order to prevent risks when erecting,
dismantling and moving the scaffold and to ensure that work can be carried out safely
with regard to level and slope, obstacles and wind conditions.
3. Make sure that all lifting equipment to be used, e.g. chain hoists, lifting ropes, pulley
blocks, etc., has been thoroughly tested and approved by an authorized person in
accordance with local regulations.
4. Check that tools and protective equipment are available at the worksite.
5. Wear appropriate personal safety equipment at all times, e.g. safety harnesses, proper
independent lifelines with suitable xings, etc.
6. When erecting and dismantling a scaffold, robust temporary decking must be used as
temporary platforms for the scaffolders.
7. Always make sure that the safety locking devices that prevent a platform lifting off have
been activated once a platform has been installed.
8. Study all relevant instructions or safety directions from the manufacturers of the various
scaffolds that are to be used.
9. Never climb up a scaffold from the outside. Always use the stairs, ladders or climbing
frames that are designed to provide access to the upper decks from the inside of the
scaffold.
10. If the scaffold is to be used outdoors, erection or dismantling work must be discontinued
if the weather conditions are too bad. Make sure that all loose components are properly
xed before leaving the scaffold.
11. Scaffolding work must be done by “competent workmen” under the supervision of a
“competent person”.
12. Raising and lowering of parts, material and tools using ropes or slings must be carried
out in a protected lifting area.
13. Lifting equipment must not be tted to scaffolding unless ties or equivalent devices are
secure.
14. Beware of any overhead power lines nearby.
15. Always observe and comply with the regulations issued by the local authorities
concerned.
Instructions for dismantling
1. Dismantle the scaffold from the topmost lift.
2. Start by taking down the toe boards, mid-rails and hand rails.
3. Take down the topmost decking, then the stairs.
4. Take down the horizontals and diagonals of the topmost lift.
5. Finally, take down the standards of the topmost lift.
6. Repeat steps 3 to 5 to take down the second topmost lift and continue the whole
process until the tower is completely dismantled.
7. Do not throw or dump the material onto the ground. This may damage the material or
cause personal injury. The material must be lowered down to the ground by means of
ropes or slings or carried down by hand.
8. Ties must not be removed before the dismantling process has reached the level in
question.

10
1.
2.
3.
ERECTION
Before erecting the scaffold, check and atten out the ground. The support surface must
not be subject to uneven settlement. Its bearing capacity may be improved with the help of
mud sills.
1. Set out the material for the bottom
of the scaffold along the facade.
Place the base jacks about 200 mm
out from the facade and at the bay
lengths that are to be used.
If inside brackets are to be used,
increase the distance to the façade
by the length of the bracket.
The greatest permissible distance
between the facade and work
platform without an internal guardrail
is 300 mm.
Always start erection at the point that
is situated highest.
When erecting, always check care-
fully that the material is not damaged.
Damaged material must not be used.
For more information on damaged
material and renovation, please refer
to the HAKI Safety Guide.
2. Erect the rst two frames on the
base jacks and hook both the internal
and external guardrail frames into the
pockets on the frames.
Lock the guardrail frames in place.
Continue erecting the bottom of the
scaffold using base jacks, frames and
guardrail frames bay by bay.
Check the levels step by step in both
the transverse and longitudinal direc-
tions using a spirit level and adjust
using the base jacks.
If required, the rst lift can be
provided with decking mounted on
ULB 700 transoms ground level.
3. Fit decking for the second lift.
Make sure that the decking hooks in
the grooves of the frames.
Lock the decking in place with the
frames of the second lift.

11
4.
5.
6.
4. Fit the guardrail frames and end
guardrails for the second lift.
Fit the toeboards with the aid of the
toeboard clips.
Fit decking for the third lift.
5. Anchor the scaffolding using tie
rods and clamps.
Check that the xings in the facade
can carry the forces involved.
Continue erecting the subsequent lifts
as described above.
Use approved lifting aids for transport
of the material.
On the uppermost lift, RAF 1000
frames with toeboards are tted at the
ends of the scaffolding. Next to these,
toeboards are locked using LF 70
toeboard clips.
RA 1000 frames can also be used at
the ends of the scaffolding. Toeboards
must then be added.
RAL 1000 L-frames are otherwise tted.
Alternatively, RA 2000 frames can be
used for the entire top lift.
Dismantling is carried out in reverse
order.
Scaffolding components must not be
thrown down from the scaffolding.
You should not use tools such as steel
hammers when dismantling owing to
the risk of local buckling. (The risk is
greater for aluminium). For assessment
and renovation of damaged material,
please refer to the HAKI Safety Guide.
Internal ladders
6. Decking with a hatch must be used
instead of ordinary decking in bays
where ladders are sited.
The decking with a hatch must be
installed so that the ladders are
positioned at opposite ends of the bays
on each subsequent lift and the ladders
must be securely hooked onto the deck
above.
ERECTION

12
7.
8.
9.
ERECTION
External stairway
7. The UTV stairway is tted in an ex-
ternal bay of length 3050 mm using
extra frames.
The external bay should be erected
parallel with the rest of the
scaffolding.
Lay out two base jacks. Erect one
frame on each and connect these
frames to the frames of the main
scaffold using two SW 48x48 swivel
couplers for each frame, one at the
top and one at the bottom.
8. Hook on a UTV stairway and lock
using a new frame.
Connect this frame to the frame of
the main scaffold using two SW
48x48 swivel couplers.
Fit the handrail at a height of
1.0 m and provide the top end with
an GFL 700 guardrail frame.
Erect the next lift using a stairway,
frames, handrail and guardrail
frames.
The gap between the scaffold and
the stairway is covered using a
landing link panel for UTV.
If required, an inner handrail is tted
on the inside of the ight of stairs.
9. Continue erection up to the
desired height.
At the top level, an RAF 1000 frame
is tted and a handrail post holder is
tted on the inside of the stairway.
An LSS 1000 handrail post is
tted into the holder so that an GFL
2500 guardrail frame can be tted
between the post and L-frame.
The guardrail frame provides
fall protection at the top level of
the scaffold. At other levels, the
next stairway provides sufcient
protection.

13
10.
11.
12.
Brackets
Brackets can be tted at various
heights using the coupler.
Fit the decking units. Make sure that
the decking units are hooked into the
grooves of the brackets and lock the
decking units successively using the
T-lock device.
Frames with brackets must be
anchored both at the top and at the
bottom.
10. SK 300 internal brackets
These are tted in combination with
310 mm decking. The ends of the
bracket platforms should be bounded
by scaffold tubes.
11. SK 700 internal brackets
Where required, provide the decking
on brackets with end guardrails with
the aid of L-frames. Lock the L-frames
using locking pins and locking hooks.
12. SK 700 external brackets
Brackets and decking should be
tted as described above, but without
using the T-lock device.
Erect L-frames and lock them using
locking pins and locking hooks.
Erect guardrail frames, end guardrails
and toeboards.
If the decking on brackets is on the
top lift, the decking on the main
scaffold should be secured using LSB
700 platform locking units.
The scaffold should be anchored to
the wall at the level of the bracket
decking.
ERECTION

14
13.
14.
15.
ERECTION
Safety gate with net
15. Safety gates with nets are tted
in the same way as guardrail frames.
Their design eliminates the need for
toeboards on this lift.
The safety gates with nets are used
as personal fall protection and
to prevent objects falling, e.g. in
connection with roof work on the
top lift.
Cantilevered scaffold
SK 800 brackets are used as the basis
for cantilevered scaffolding starting at
any level.
13. SK 800 external brackets
A maximum of three frames or scaffolding of
6.0 m in height can be erected on reinforced
SK 800 brackets.
The cantilevered scaffolding and the platform
below the cantilever must be anchored at
each lift level.
14. On a cantilevered scaffold, the SK 800
brackets must be reinforced using bracing of
SR 48 scaffold tubes and SW 48x48 swivel
couplers, tted to or immediately above the
frame below, as close as possible to the
standard joints.

15
AB
C
D
16.
17.
Large differences in the
ground level
16. Where there are large
differences in the level of the
ground, compensate for these
by using RA 500 or RA 1000
frames and ULB 700 ground
level transoms.
A RA 2000 frame erected on
base jacks in the usual way.
B Base transom tted to base
jacks as support for decking.
C RA 500 frame erected on
base jacks in the usual way.
D RA 1000 frame erected on
base jacks in the usual way.
If guardrail frames cannot be
erected between the base
frames, i.e. between C and D,
SR 48 scaffold tubes are tted
between the outer standards
using swivel couplers.
Pavement frames
17. Pavement frames are
erected on base jacks. Guard-
rail frames are hooked into
the pockets of the pavement
frames both on the inside and
outside of the scaffolding.
In scaffolding with pavement
frames, the lowest wall tie must
be tted to the rst frame of the
main scaffolding at a height
not exceeding 4.6 m above the
ground.
The pavement frames have
2 xed and 2 adjustable
spigots, which allow some
exibility when erecting the
frames above.
ERECTION

16
LOADING CONDITIONS
Bracing and tying-in
Each lift must be equipped with guardrail frames on the outside of the scaffolding 1.0 m
above the lift level and with decking.
The lower frames must all be tted with guardrail frames both internally and externally.
Guardrail frames must always be tted at the lowest possible level.
Each inside frame standard must be
tied to the facade or equivalent at
every 4th metre in height adjacent to
the corner of the frame. The lowest
tie must be tted no more than 4.6 m
above ground level.
There must be ties that can carry
horizontal forces on at least every
5th pair of frame standards along the
scaffold and at every level of ties.
In addition, we recommend that the
scaffold always be anchored as high
up as possible.
Frames with brackets must be an-
chored at the top and at the bottom.
Cantilevered scaffolding and the lift
below the cantilevered scaffolding
must be anchored at every lift level.
Frames with lattice beams must be
anchored at the xing points of the
beams.
The following estimated maximum
loads apply to scaffolding of this type
of 24 m in height in accordance with
EN 12811. Ties that can withstand
horizontal forces should be specied
for a load of 3.2 kN (3.3 kN) parallel
with the façade and 5.2 kN (5.0 kN)
perpendicular to the façade. Other
ties should be dimensioned for a load
of 2.5 kN (2.7 kN) perpendicular to
the façade. The values in parenthe-
ses refer to HAKI Ram in aluminium.
Where a scaffold is covered in
sheeting, the number of ties must be
increased to take account of wind
load. Separate calculations are there-
fore required.
Guardrails
Decked lifts must be provided with guardrail frames and toeboards if the fall height is
2.0 m or more.
Double handrails must be tted to access stairways.
Ring bolt
Standard
Facade
Ring bolt
Tie rod tube
approx. 90°
Coupler Coupler

17
Permissible construction heights for HAKI Ram Steel
Construction Load class / Permissible load [kN/m2]
1
0.75
2
1.5
3
2.0
without brackets
with SK 300 brackets, 5 lifts, internal
with SK 700 brackets, 5 lifts, internal
with SK 700 brackets, external
cantilevered scaffolding SK 800*
64.6
64.6
54.6
38.6
44.6
58.6
58.6
42.6
32.6
38.6
54.6
54.6
36.6
30.6
34.6
* For cantilevered scaffolding, a maximum of three frames (6 m height) can be erected on
SK 800 brackets reinforced with scaffold tubes tted to or just above the frames immediately
below.
Construction Load class / Permissible load [kN/m2]
1
0.75
2
1.5
3
2.0
without brackets
with SK 300 brackets, all levels
with SK 300 brackets, 1 lift, internal
with SK 300 brackets, 5 lifts, internal
32.6
28.6
32.6
24.6
28.6
24.6
28.6
-
24.6
22.6
24.6
-
Permissible loads on platforms
Platform Width [mm] Length [mm] Load
class Permissible load [kN/m2]
Main scaffolding decking 620 1655-3050 3 2.0
Bracket decking 310 1655-3050 3 2.0
Permissible construction heights for HAKI Ram Aluminium
LOADING CONDITIONS
Permissible loads on standards
The permissible load on a standard is 14.5 kN (4.2 kN). For HAKI Ram of aluminium, a
permissible load on a standard of 7.6 kN is applicable in structures where a maximum of
25% of the uniformly distributed working load may consist of material stored on a work
platform (load class 3).
The support surface must be capable of withstanding a design load of 29.3 kN (17.2 kN)
per standard.
Permissible construction heights
The tables are valid for HAKI Ram scaffolding with bay widths 700 mm, bay lengths
3050 mm, lift heights 2.0 m, vertical distances between ties of 4.0 m, and erected using
HAKI Ram decking units.
Work must only be carried out on one level at a time.
Other bay lengths and load classes will have an effect on the permissible construction
height. Please contact HAKI’s technical department in these cases.

18
LOADING CONDITIONS
Permissible loads on lattice beams when erected as described above.
Access ways
Access is usually provided by means of HAKI UTV stairways that are tted to the outside of
the scaffold using extra frames (see erection 12).
Steel scaffolds having UTV stairways tted externally may be built to a height of 37.5 m.
Alternatively, the HAKI Stair Tower may be used. See User’s Manual HAKI Stair Tower.
Lattice beams
Aluminium lattice beams
Aluminium lattice beams are
tted in pairs on the inside
and outside of the scaffold.
Both the top and bottom
tubes must be xed to the
frames using KV 48x48 right
angle couplers. The height
of the beams is adjusted
so that the decking will be
horizontal.
Frames with lattice beams
must be anchored at the
xing points of the beams.
The lattice beams are braced
against lateral movement by
the tting of RA 800 units
at a maximum of every third
metre as a basis for further
scaffolding.
Lattice beam Permissible
load
q [kN/m]
Uniformly distributed
load
Q [kN]
Centre point
load
P [kN]
Point loads
P3[kN]
Aluminium
FB 4100 AL
FB 6100 AL
FB 8100 AL
4.9
3.0
1.7
19.4
18.3
13.7
7.5
7.5
6.9
7.5
6.9
5.1

19
Load classes
Refers to EN 12811-1.
Loadclass Uniformly
distributed
load [kN/m2]
Concentrated
load on area
0.5mx0.5m [kN]
Load of one
person on area
0.2mx0.2m [kN]
Partial area load
Load
[kN/m2]
Partial
[m2]
1 0.75 1.5 1.0 - -
2 1.5 1.5 1.0 - -
3 2.0 1.5 1.0 - -
4 3.0 3.0 1.0 5.0 0.4 A
5 4.5 3.0 1.0 7.5 0.4 A
6 6.0 3.0 1.0 10.0 0.5 A
A=the area between two pairs of standards
Maintenance & storage
1. After use, all components must be thoroughly cleaned and inspected before storage.
2. Any damaged parts or components found must be replaced.
3. The manufacturer or supplier must be consulted before repairing scaffold material.
4. Components must be sorted and stacked properly. Take care not to pile the stacks too
high, so that the material lower down in the stacks becomes overloaded and damaged.
If the material must be stacked up high, suitable racking and shelves should be used.
5. Wooden and plastic components (e.g. platforms, toe boards, toe board holders, etc.)
should be stored in a sheltered area so as to maximize their working life.
Wind, ice and snow
During the winter months, when extreme weather conditions can occur, it is important to
remove snow and ice immediately.
With regards to wind loads, ties must be installed every fourth metre in height; see the
section “Bracing and tying-in”. For clad scaffolding, calculations should be made in each
individual case.
For more information, please contact HAKI’s technical department.

20
Around a standard in a frame between two
lifts.
On the highest lift, around a standard
in a frame that has been erected and
locked using locking hooks.
PLEASE NOTE! The frame must be
locked using locking hooks both
internally and externally.
Attachment points for personal fall protection equipment
Permissible points of attachment for personal fall protection equipment are as described
below.
PLEASE NOTE: Recommendations for points of attachment apply provided that the com-
ponent in question is otherwise without load and that only one person is attached to the
same component at any one time.
Components that have been subjected to damage from fall protection equipment must be
scrapped and replaced by new material.
No other points of attachment can be
recommended.
Fall protection equipment MUST NOT
be attached to guardrails, brackets and
cantilevers, i.e. beams  xed at only one
end.
Fall protection equipment MUST NOT
be attached to components that have
not been locked into place.
PLEASE NOTE: Use only approved
safety equipment.
PERSONAL FALL PROTECTION EQUIPMENT