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Revised February 2013
User Guide
The Climastage user guide for access scaffolds has been written to provide guidance on
how to safely erect, use and dismantle basic independent Access Scaffolds formed in
Climastage access equipment to a maximum safe height of 30 metres.
This document has been compiled using data and testing methods contained in
BSEN1210 and BSEN 12811. Wind loading is in accordance with BS 6399 part 2.
The Guide is designed for the safe use of Climastage components as currently
manufactured.
Guidance is provided for scaffolds of both nominal widths of 1.2m (5 boards) and 0.8m
(3 boards) widths.
For information on Climastage components not contained in this document
please consult your local Deborah Services Limited Branch.
Disclaimer:
The information contained in this User Guide relates solely to equipment
manufactured and supplied Deborah Services Limited.
Other similar types of products should not be mixed with Genuine Climastage
products. The consequences of mixing other manufactures equipment may
great reduce the overall stability of the Access Scaffolding.
Note:
Only trained, competent operatives should erect, dismantle or adapt
Climastage scaffolds at all times.
Deborah Services Limited recommends that as a minimum guide lines for
working practices for Scaffolders working at heights contained in document
SG4 produced by the NASC (National Access and Scaffolding Confederation) are
applied to all scaffolding activities.
Revised February 2013
Contents
Climastage Scaffolding Safety Guidance
“Never”
Design Matrix for all work in Climastage
2
3
4
Section 1 - Components
Standards
Transoms
Ledgers
Braces
Battens
Stage Brackets
Tie Bars
Other components
5
6
7
8
9
10
11
12
13 - 16
Section 2 - Erection Guide
Erection Guide
Climastage safety harness attachment points
Correct fitting of tie bars
Bracing pattern
Tying patterns
17
18 - 25
26
27
28
29
Section 3 - Standard Solutions
Untied Climastage Layout - Typical buttress, raker & plan
Untied Climastage Layout - Typical arrangement
800mm wide Climastage layout
800mm wide Climastage layout - Section
Plan details of Free Standing Climastage Access Scaffolds
Progressive Buttress Scaffold erection sequence
Typical arrangements for 4 and 5 fan details - using tube and fittings
Double Returns
Alternative Double Returns
Recesses and Angled Returns
Recess detail
Small projections
Typical Loading Bay
Typical Arrangement Side of Loading Bay
Guardrail Amendment Detail
Ladder Tower
Ladder Access Transom
Safety Information - fittings & ladder access transoms
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
Section 4 - Safe height tables
50 - 65
Appendix - Alsure Aluminium Kwikstair User Guide
66 - 75
1
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Revised February 2013
Climastage Scaffolding Safety Guidance.
This guidance is not intended to replace any relevant European Codes, British Standards,
company Procedures, Work at Height Regulations and other legislation but is a practical guide
to good scaffolding practice.
1. Ensure that you follow your company’s safe systems of work at all times.
2. Ensure that all persons erecting, dismantling or modifying any structure are
competent to carry out the task.
3. Ensure that all persons erecting, dismantling or modifying the scaffold
structure are working to the latest version of the National Access &
Scaffolding Confederation (NASC) SG4 guidance as a minimum.
4. Ensure all Personal Protective Equipment (PPE) is suitable and sufficient and
worn as appropriate.
5. Consideration should also be given as to where additional hazards may be
present whilst scaffolding operations are taking place, such as overhead
power cables, roadways, schools and if public protection is required, if the
scaffold is to be sheeted, who is responsible for the design.
6. Scaffold structures are required to be inspected and recorded,
•
•
•
•
Prior to be being taken into use for the first time
After any alteration or adverse weather
After any event likely to affect its stability
Regular intervals not exceeding 7 days
7. Only genuine Climastage components are to be utilised.
8. Ensure all components are fit for use and free from defects.
9. Ensure a suitable and sufficient rescue plan is in place.
10. Employers MUST ensure that Work at Height is:
•
•
•
•
•
Properly planned
Appropriately supervised
Done in a safe manner “so far as is reasonably practicable”
Include planning for emergencies & rescue
Weather conditions do not jeopardise health and safety
If you are in any doubt with regard to any information contained within this Handbook, please
contact a member of either the SHEQ or Engineering department or your local DSL office.
2
Revised February 2013
‘‘Never’’
Never
Bomb scaffold equipment or any other materials up or down.
Never
Work out-with your competence.
Never
Undertake work at height when there is a potential to fall without wearing your
safety harness correctly and clipping the lanyard to a secure anchor point.
Never
Do any overhead or street work without displaying warning signs, or segregating
others from the live working zone (barriers).
Never
Use any defective /
Never
Remove or interfere with guards, they are there to protect you.
Never
Overload the scaffold you are erecting, altering or dismantling with spare
materials.
Never
Rest scaffold equipment against an object if there is a potential for it to fall
Never
Leave partly erected or dismantled scaffolds in an unsafe condition, (always
ensure adequate signage is displayed to warn others).
Never
Accept an instruction from a customer or anyone else that does not comply with
safety regulations.
Never
Leave an exposed edge where people or materials could fall.
equipment.
3
3
Revised February 2013
Design Matrix for all work in Climastage
Type of Access or Working Scaffold in Climastage
1
Category Category Category
1
2
3
Design
mandatory
Technical
advice
required
Climastage Access scaffolds not exceeding the
maximum height and loading in the Climastage
User Guide tie patterns and tied accordingly.
Technical
advice not
required
Yes
2
All Climastage scaffolds exceeding the maximum
height, loading and number of boarded lifts.
3
All Climastage scaffolds where ties cannot be
installed strictly in accordance with the patterns
SHOWN IN )TEM ABOVE
4
Untied Climastage scaffold erected strictly in
accordance with Detail Nos. MA-3063, MA-3064,
MA 3065 and NASC TG4.
Yes
800mm wide Climastage scaffolds erected strictly
in accordance with Detail Nos. MA3066 and MA3067
and tied in accordance with the tie pattern in the
Climastage User Guide.
Yes
5
Yes
Yes
6
Climastage scaffold arrangements requiring plan
ANDOR LEDGER BRACING
Yes
7
Buttressed Climastage Layouts not in accordance
with Detail Nos. MA-3068.
Yes
8
Loading Towers erected in accordance with
Climastage User Guide.
Yes
9
Side Access Loading Towers erected in
accordance with erection guides prepared for the
new and additional components.
Yes
10
Ladder Towers erected in accordance with
Climastage User Guide.
Yes
11
Hoist Towers in Climastage.
Yes
12
Mobile and Static access towers in Climastage.
Yes
13
All Climastage scaffold structures supported off
existing buildings and roofs.
Yes
14
Protection Fans attached to Climastage scaffolds
not in accordance with Detail No MA-3069.
15
Birdcage scaffolds erected from Climastage
access equipment.
Yes
16
All Climastage scaffold structures with lift heights
greater than 1.981m.
Yes
17
All Climastage scaffold structures not included in
the above.
Yes
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Yes
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Standards
Galvanised Standards manufactured from 48.3 O.D. 10g steel tube to
BS4360:1979 Grade 50c.
The standards provide the vertical columns of a scaffold. They have clusters of 4 ‘V’ Pressings
orthogonally positioned, at regular intervals along their length, to house the end fittings
of horizontal components - ledgers and transoms - and diagonal face bracing. A spigot at
their upper end facilitates extension of the scaffold columns upwards by addition of further
standards. The spigots and lower ends of the standards have 17.5mm diameter mating holes to
take 16mm diameter spring retained pins or bolts for standards subject to tensile forces.
9’9” Standard
self-weight = 14.9kg
6’6” Standard
self-weight = 9.8kg
6’6” Upright
open ended
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Revised February 2013
4’10½” Upright
open ended
3’3” Upright
open ended
Transoms
4’2” Transoms
Self Weight = 9kg
Pressed steel inverted channel section
with central up stand to span between
standards 1270 (4’2”) apart and carry
5 N° 228 wide timber battens or steel
stagings plus toe boards.
2’8” Transoms
Self Weight = 6.9kg
Reduced length versions of the 4’2”
transoms to span between standards
813 (2’8”) apart and carry 3 N° 228
wide timber battens or steel
stagings plus toe boards.
4’2” Return Transoms
Self Weight = 12.5kg
Placed over ledgers in one bay of
Climastage and fixed to two standards
to start a 90° return with another run.
Complete with seating for 5 N° 228
wide battens or steel stagings
giving the same decking level
for both scaffold runs.
APPLIES TO ALL TRANSOMS
Maximum permissible imposed load in 8’0” bays = 3kN/m²
of platform area (Masonry or special duty loading)
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Ledgers
These components have a wedge
fixing device at each end. These
fit into the upper ‘V’ pressing on
the standard, they are used in pairs
as ledgers at each lift and to for
guardrails at platform levels.
8’ LEDGERS
Self Weight = 9.5kg
Manufactured from 48.3 O.D.
10g steel tube to BS4360 : 1979 grade 50c.
Tube moment of resistance = 1.1kNm
6’ LEDGERS
Self Weight = 8.1kg
Manufactured from 48.3 O.D.
10g steel tube to BS4360 : 1979 grade 43c.
Tube moment of resistance = 0.79 kNm
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Revised February 2013
Braces
The diagonal braces comprise 48.3 O.D.
10g steel tubes to BS4360: 1979 Grade
43c, with swiveling wedge device to
connect to ‘V’ pressings on the outside
of adjacent standards,
to act as facade bracing to the outside
face of the scaffold.
Facade bracing is provided to the full
height of a scaffold to every fourth
bay or closer on the outside face of an
independent access scaffold.
12’ Diagonal Brace
Self Weight = 15.8kg
Used across 8’ bays
9’ Diagonal Brace
Self Weight = 11.6kg
Used across 6’ bays
6’ Diagonal Brace
Self Weight = 8.5kg
Used across 4’2” bays
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Revised February 2013
Battens
8’ Batten
Self weight = 18.1kg
6’ Batten
Self weight = 13.6kg
4’2” Batten
Self weight = 9.1kg
The battens are made from selected softwood with end bandings.
Moment of resistance of section = 1.3kNm
The steel stagings have the same overall dimensions of the battens. Their weights are:8’ Steel staging
= 17.3kg
6’ Steel staging
= 13.2kg
4’2” Steel staging = 9.1kg
Moment of resistance of section = 1.26kNm
The battens and steel stagings have ample strength, when spanning their full lengths between
SUPPORTING TRANSOMS TO CARRY K.M§ PLATFORM LOADING -ASONRY OR SPECIAL DUTY LOADING 10
Revised February 2013
Stage brackets
Stage brackets are used to provide a cantilevered platform on the inside of the scaffold. they are
formed from an inverted T Section with a wedge fixing device at one end which fits into a ‘V’
pressing on a standard.
The ends of 2 board and 3 board stage brackets must always be connected by tie bars to prevent
the brackets opening out and allowing the battens to fall through.
1 Board stage bracket
Self Weight = 2.3kg
2 Board stage bracket
Self Weight = 6.3kg
3 Board stage bracket
Self Weight = 9.1kg
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Revised February 2013
Tie bars
8’ Tie Bars
Self Weight = 6.8kg
6’ Tie Bars
Self Weight = 5.0kg
4’2” Tie Bars
Self Weight = 3.2kg
The tie bars are fabricated from 38 x 38 x 4.7 thick
angles with end pins to fit into the slotted holes
in the stage brackets. The tie bars fulfil the dual
functions of preventing the inside battens from
moving sideways and preventing differential
movement of adjacent stage brackets.
12
Revised February 2013
Other components
Adjustable Base Plate
Self Weight = 3kg
Hollow rolled thread stem with
threads distorted 150mm from top
to ensure at least 150mm length
remains inside the supported
standard. Adjustment is by means
of a collar wich can be screwed up
or down the thread.
End Toe Board Brackets
Self Weight = 1.4kg
Pairs of end toe-board brackets
are used with 4’2” battens or steel
stagings to provide toe boards to
the ends of 5-board wide platforms.
Toe Board Brackets
Self Weight = 0.8kg
Toe board brackets fit round a
standard to retain the ends of of the
butting toe board battens and steel
stagings in position.
13
Revised February 2013
Other components
Adjustable Base Plate
Self Weight = 4.7kg
Plain hollow stem with holes
at 70mm intervals The height
of the sleeve is adjustable
by means of a pin located in
the holes, and a collar on the
threaded sleeve.
8’ Bow String Transom
6’ Bow String Transom
The same principal as with the
standard transoms, however the
bow string transom is able to
span greater distances.
14
Revised February 2013
Other components
Internal Corner filler
Self weight = 8.9kg
Climastage internal corner filler has been
designed for use with two and three board
stage brackets.
Sliding Stage Bracket
2 Board self weight =7.75kg
3 Board self weight = 9.5kg
Used to create an access within recesses
where full bay lengths cannot be
accommodated. Must be used in conjunction
with 2 & 3 board fixed stage brackets.
Safe working load on platform supported
BY SLIDING STAGE BRACKET K.M
Stairway Unit
Self weight = 31.9kg
The stairway unit is made from aluminium
and fits into a 8’ x 6’6” Climastage scaffold.
For further information see Appendix.
Handrail unit
Self weight = 10.0kg
This aluminium component fits into
sockets in the stairway unit to provide
a double guardrail.
15
Revised February 2013
Other components
Ladder Access Transom
Self weight = 10.0kg
This component is used in a ladder access
tower to form an opening in the platform.
Loading Bay Transom
Self weight = 37.0kg
This Transom is designed to have the additional
strength required to span 2.44m and is secured
to the standards with two pairs of wedge fixing
devices. The decking sits on the flange of the
inverted T-section.
Loading Bay Gates
Self weight (pair) = 36.9kg
These galvanised gates have pins to hold
them in the open position. A pivoting latch
MECHANISM CONNECTS TO THE 'UARDRAIL 'ATE
restraint to secure the gates in the closed
position.
Guardrail / Gate Restraint
Self weight = 22.0kg
This component is formed from galvanised
steel tube and is fixed to the upper handrail on
each side of the loading bay by means of a half
COUPLER HINGE )N THE OPEN POSITION IT FORMS A
barrier between the main scaffold platform and
THE LOADING BAY DECK )N THE CLOSED POSITION IT
forms a guardrail at the front ot the loading bay
and an attachment point for the the gate latch.
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Erection Guide
1
Establish the setting out of the
scaffold, the foundation levels,
and the levels at which working
platforms are required. Plan to
erect the scaffold in a continuous
sequence, starting from a
convenient point such as the
highest ground level corner of
the building.
2
Ensure that there is adequate
foundation and provide suitable
sole plate to spread the load
from the scaffold.
The wedges should
not be driven home
at this stage
4
With one person holding two
standards vertically, another
fits a transom into the bottom
set of ‘V’ pressings
Lower ‘V’ pressing
3
Fit base jacks to the bottom of
the two standards and adjust to
suit the approximate level of the
first working platform
18
Revised February 2013
Erection Guide
5 With standards held upright, the
second person fits two ledgers into
the ‘V’ pressings as shown.
The standards can then
lean over since they are
supported by the free
ends of the ledgers.
6 Standards equipped
with base jacks are
then fitted to the free
ends of the ledgers
7 A transom is then
fitted between the standards
to complete the base lift.
19
Revised February 2013
Erection Guide
9 Check that the tower is the
8
)NSTALL TWO FURTHER TRANSOMS AND
ledgers at the required lift height (a
maximum of four ‘V’ pressing clusters
above the bottom lift.)
20
Revised February 2013
required distance from the
face of the building
Erection Guide - External Corners
)F STARTING FROM AN EXTERNAL CORNER
10 of a building, position a standard,
equipped with a jack, alongside the
inner pair of ledgers in the already
erected tower. This will form the
inside standard of the scaffold
return.
11 Make sure the the standard is the
required distance from the face of
the building, then adjust the jack
so that the top of the higher ‘V’
pressing is level with the underside
of the ledger in the tower.
12 With one person holding this
standard in position, a second
person hooks a return transom over
the bottom ledger in the tower
and connects it to the bottom ‘V’
pressing in the standard.
second standard with a jack
13 A
is then connected to the return
transom to form the outside
standard of the scaffold return.
Another return transom is then
fixed at the level of the upper
ledger in the tower.
21
Revised February 2013
Erection Guide - External Corners
Further ledgers, standards and
14 transoms can then be fixed in the
same manner as previously
described.
bays of the appropriate
15 Successive
size can then be erected in the
same manner, remembering where
possible to work continuously in
one direction.
22
Revised February 2013
Erection Guide - External Corners
Before erecting the next lift, place
16 an appropriate number of battens
in position on the existing lift, the
battens should span between the
transoms with the ends resting on
the horizontal flange of the transom,
this will form a safe platform from
which to work.
Using a ladder to gain access to this
17 platform, fix standards, ledgers
transoms and return transoms in the
same manner as previously described.
Fix diagonal braces, as required,
18 (see bracing patterns for details.)
The diagonal brace is fitted to the
outside of the outer standard, this
is a two person operation which
requires both ends to be placed
into the ‘V’ pressing simultaneously.
Once into position the wedges on
the brace can be driven home.
Continue erecting the scaffold in the
19 sequence and manner described.
Always work from a safe platform
and progressively fix ties into the
building (see tie pattern for detail).
23
Revised February 2013
Erection Guide
When the level of the working
20 platform is reached, deck out a bay
with battens of the appropriate
length to suit the bay size.
Fix ledgers to the outside standard to
21 form the guardrails. These secure
to the first and second ‘V’
pressings above the
working platform.
At the ends of the scaffold runs
22 fix transoms to form the guardrails.
24
Revised February 2013
Erection Guide
Fix a batten on edge to the inner
23 face of the outside standard, to form
the toe board, secure the toe board
in place with a toe board bracket
Secure a 1.2m batten in place
24 to form the end toe board this
is held by means of the end
toe board bracket
25
Revised February 2013
Climastage safety harness lanyard
attachment locations
Recommended lanyard
attachment points
Not suitable for
attachment of lanyard
26
Revised February 2013
Correct fitting of tie bars
All two and three board stage brackets must be connected with Tie bars.
Tie bars are to be fitted before any decking is laid down. When dismantling, the decking
must be removed before the tie bar.
NEVER stand on the cantilevered platform when removing the tie bar.
Steelstage
Stage bracket
Tie Bar
When using steelstage it is
possible to fit the tie bar either
way round, but is preferred this
way to prevent any gaps.
Tie Bars with Steelstage
Timber batten
Stage bracket
Tie Bars with Timber Battens
27
Revised February 2013
Tie bar
Due to cutting tolerances and
weather conditions the width
of the timber battens vary. To
account for this, tie bar should
always be fitted like this.
Bracing pattern
Façade bracing should be fitted over two bays every six bays, i.e. four bays clear as shown
BELOW )N THE CASE OF TIE PATTERN A AND B THE TWO BAYS OF FA ADE BRACING SHOULD SPAN
across tied standards.
Alternatively the bracing can form a continuous diagonal run from top to bottom of the
scaffold. For long elevations the bracing should return to the bottom of the scaffold with
no more than four unbraced bays.
On tall elevations where a single run
of diagonal bracing does not reach
the top of the scaffold, then further
runs of bracing are required untill
the top of the scaffold is reached.
28
Revised February 2013
Tying patterns
Ties at alternate lifts
Pattern 9(a)
Pattern 9(b)
Ties at every lift
Pattern 9(c)
Pattern 9(d)
29
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This page
page is
is left
left blank
This
blank intentionally
intentionally
30
Revised February 2013
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Untied Climastage Layout
$RAWING .O -! DETAILS SHOWN ARE FOR
UNSHEETED SCAFFOLDS UP
TO THE HEIGHT OF 6.0m
Rakers and driven
tubes at each
standard location
B
2440
B
A
A
PLAN
Tube rakers secured at every
standard location with swivel
couplers
Tube and fitting section bracing
secured to standards using
swivel couplers
Tube ledgers and transoms
secured with double couplers
Tube and fitting plan bracing
secured to standards with
double couplers
Driven tube to a depth of approx 1200mm
at an angle of 45°. The capacity of anchor
is dependent on ground conditions.
Kentiledge may be used as an alternative,
seek advice fron the design department.
Base lift
must be
fitted
2440
1270
2440
Base lift must
be fitted
1270
Tubes driven into ground,
secured to ledger with double
couplers
TYPICAL BUTTRESS
CROSS SECTION A-A
TYPICAL RAKER
CROSS SECTION B-B
32
Revised February 2013
Untied Climastage Layout
$RAWING .O -! DETAILS SHOWN ARE FOR
UNSHEETED SCAFFOLDS UP
TO THE HEIGHT OF 6.0m
Buttress or loading
tower, see note for
frequency
Stair tower
For corner detail see drawing
08/MA/01/3065/1-1
For corner detail see drawing
08/MA/01/3065/1-1
Return Transom
For buttress cross section see
drawing 08/MA/01/3063/1-1
Buttress or loading
tower, see note for
frequency
FOR LONG RUNS OF SCAFFOLD,
A BUTTRESS OR LOADING TOWER
IS REQUIRED AT A FREQUENCY OF
ONE EVERY FOUR BAYS
TYPICAL ARRANGMENT FOR UNTIED CLIMASTAGE SCAFFOLD
33
Revised February 2013
Buttress or loading
tower, see note for
frequency
800mm Wide Climastage Layout
$RAWING .O -! DETAIL SHOWN IS FOR
UNSHEETED SCAFFOLDS UP
TO THE HEIGHT OF 6.0m
Buttress or loading tower, see
drawing 08/MA/01/3063/1-1
BUILDING 1
BUILDING 2
Stability of scaffold can be achieved by
means of a buttress, or loading tower at a
frequency of one every for bay or by rakers
intalled to every standard, see drawing
08/MA/01/3063/1-1 for detail.
For cross section
see drawing
08/MA/01/3067/1-1
Return transom
A
Buttress, loading
tower or rakers
A
800mm wide scaffold
between buildings
34
Revised February 2013
Alternative restraint for free end of
scaffold, before building 2 is built
Page left intentionally blank
35
Revised February 2013
Plan details of free standing Climastage Access Scaffolds
$RAWING .O -! 3000
3.0m max length
of scaffold without
restraint
2401
2.4m max length of
scaffold without restraint
Return Transom
No Buttress or
Rakers in this area
when Return
Transoms used
Butt - tubes secured to standards
use only right angle couples,
Class 'A' or 'B' at all platform
and guardrail levels
2.4m max length of
scaffold without restraint
2400
2400
2.4m max length of
scaffold without restraint
1270
No Buttress or
Rakers in this area
when 1.27m bay used
THE DETAILS SHOWN APPLY ONLY TO
UNSHEETED SCAFFOLDS TO A MAXIMUM
HEIGHT NOT EXCEEDING 6m
36
Revised February 2013
Progressive Buttress Scaffold Erection Sequence
$RAWING .O -! Frequency of
buttress to be
agreed with the
Technical
department
prior to erection
of the scaffolding
Tubular bracing
secured with swivel
couplers to the
standards
Plan bracing consult
the Technical
department for the
frequency prior to
erection of
scaffolding
Prior to erection
of scaffold above
this level, physical
ties to be installed
every bay.
ALL
STANDARDS
TO BE
PINNED
Vertical bracing to
be installed prior to
the erection of the
next lift
NO SHEETING OR DEBRIS
NETTING TO BE SECURED
TO THE SCAFFOLDING
37
Revised February 2013
Typical arrangements for 4 and 5 Fan details
using tube and fittings
$RAWING .O -! Additional tubular ledger secured to
standards with double couplers class
A or B
5 board wide
timber scaffolds
adequately fixed
to inclined
tubes
4 board wide
timber scaffolds
adequately fixed
to inclined
tubes
Tie each bay, for tie
arrangements see
NASC TG4
Tie each bay, for tie
arrangements see
NASC TG4
Additional tubular ledger
secured to standards with
double couplers class A or B
Inclined support tubes @ 1.2m centres
(additional tubes at board ends) secured
to tubular ledgers use only swivel couplers
TYPICAL 4 BOARD FAN
Additional tubular ledger
secured to standards with
double couplers class A or B
TYPICAL 5 BOARD FAN
38
Revised February 2013
Double Returns
$RAWING .O 34$ Drill transom to suit tie bar location
Two wide board stage brackets
complete with tie bars or other
to suit site conditions
Tie located into drilled transom
SHALLOW RETURNS
38mm boards lapped over system scaffold decking securely held in position
Extra wide return transoms
DEEP RETURNS
39
Revised February 2013
Alternative Double Returns
$RAWING .O 34$ Two board wide stage brackets
complete with tie bars or other
to suit site conditions
38mm boards lapped
over system scaffold decking
securely held in position
Extra wide return transoms
ALTERNATIVE DEEP RETURNS
40
Revised February 2013
Recesses and Angled Returns
$RAWING .O 34$ Hatched area denotes infill
decked area 38mm scaffold
boards may be lapped or
if suitable a plywood panel
cut to suit
Scaffold tube to link return
together use only 90° couplers
SSB
SSB
SSB
Two board wide stage brackets
complete with tie bars or other
to suit site conditions
SSB
SSB
Three board wide stage brackets
complete with tie bars or other
to suit site conditions
Sliding Stage Board Brackets (SSB)
use only prefabricated units - Tube
and fittings NEVER TO BE USED
RECESSES AND ANGLED RETURNS
41
Revised February 2013
Recess Detail
$RAWING .O 34$ Extra wide return transoms
Extra wide return transoms
38mm boards lapped
over system scaffold decking
securely held in position
)NTERNAL CORNER lLLER
)NTERNAL CORNER lLLER
Two wide board
stage brackets
complete with tie bars
42
Revised February 2013
Denotes locations of
tube and fittings at
each ledger position
to link system scaffolds
together
Small Projections
$RAWING .O 34$ Drilled transoms
Minimum width = 3 boards wide
Bay lengths - 2.4m - 1.8m - 1.2m
SMALL PROJECTION
43
Revised February 2013
Size of stage board
brackets to suit
Loading Bay
Independent Climastage
scaffold
Loading bay
gates
Independent
Climastage
scaffold
Guardrail / Gate
restraint
Loading bay
gate
Wing brace back
to independent
8’ loading bay
transom
Wing brace back
to independent
Vertical
bracing
lines
Facade
bracing
SAFE WORKING
LOAD FOR
LOADING BAY
DECK = 2kN/m2
2440
1270
2440
SIDE ELEVATION
FRONT ELEVATION
Vertical
bracing
lines
Guardrail / Gate
restraint
Wing brace back
to independent
Guardrail / Gate
restraint
Loading bay
gates
Loading bay
gates
PLAN (Gates closed)
PLAN (Gates open)
44
Revised February 2013
Typical Arrangement Side of Loading Bay
Brickguards
Independent
Climastage
Scaffold
Loading bay gates
Guardrail / Gate
restraint
8’ loading bay
transom
Loading bay
gate
Facade
bracing
Vertical
bracing lines
2440
2440
SAFE WORKING
LOAD FOR
LOADING BAY
DECK = 2kN/m2
FRONT ELEVATION
1200
1200
SIDE ELEVATION
Guardrail / Gate
restraint
Vertical
bracing lines
2400
Guardrail /
Gate
restraint
8’ loading bay
transom
Loading bay
gates
PLAN (Gates closed)
Loading bay
gates
PLAN (Gates open)
45
Revised February 2013
Guardrail Amendment Detail
For Customers who require
this detail - Additional cost
may be charged
Where a ledger is used as a guardrail,
fitted to the lower "V" pressing, secure
a scaffold tube with swivels on top of this
guardrail.
920
990
WAHR Requirements for
Guardrails page 15
(a) the top Guardrail or other
similar means of protection
shall be at least 950mm or,
in the case of such means of
protection already fixed at
the coming into force of
these Regulations at least
910mm above the edge from
which a person is liable to
fall:
Scaffold tube attached
with swivels
Guardrail in lower
"V" pressing
46
Revised February 2013
Ladder Tower
1. Where ladder access towers are required, consideration
should be given to their location within the scaffold.
The following is recommended:
(a) Whenever possible a separate ladder tower should
be constructed eaving the working platform on the
scaffold intact.
(b) When (a) is not possible the ladder tower should be
positioned on the end run of the scaffold, keeping
disruption of the working scaffold to a minimum.
(c) Only when (a) and (b) are not practicable should
consideration be given to positioning the ladder
tower on the general run of the scaffold.
2. Construction of the ladder framework should be in
accordance with the erection guide in section 2.
3. Suggested erection sequence of the ladder tower that
follows is based on a ladder tower being 1.2m x 2.4m
on plan built in 2m lifts and using a 3m ladder to give
access to each lift.
(a) Erect the basic framework of the ladder tower
complete with fully decked bottom lift at the lowest
transom level.
(b) Fit a ladder access transom centrally across the
ledgers 2m above the boarded lift, with the half
coupler attached to the outside ledger of the ladder
tower. Leave the half coupler loose enough to adjust
the position of the transom.
(c) Place a Steelstage batten between the outside
transom and the ladder transom and ensure it is fully
located by pushing ladder access transom up against
it. Check it is square and tighten the half coupler
(d) Working from below, fit the second 1.2m and the
three 2.4m Steelstage into the bay.
(e) Using the 3m ladder as access, complete the 2m lift
as shown.
4 Where ladder access is erected within the main run
(refer to 1(c)), fit a guardrail at the main guardrail height
only on the approaches to the ladder access.
A warning notice should be fitted to this guardrail
stating that there is an opening in the platform.
5 Repeat the erection sequence 3 (and 4) above as
required by the progress of the main scaffold.
6 To dismantle the ladder tower reverse the above
sequence having first checked that the scaffold is still in
the correctly erected condition.
47
46
Revised February 2013
Scale
Title
Drawing Number
Ladder Access Transom
Diamond House
Diamond Business Park
Thornes Moor Road
Wakefield WF2 8PT
Telephone: 01924 378 222
Fax: 01924 366 250
Email: enquiries@deborahservices.co.uk
Client
13/HQ/18/3987/1-1
Prepared by
Checked by
D.Gourd
D. GOURD
Date
DSL
23/01/13
Install fitting in loaction shown to prevent
Ladder Transom moving in the horizontal direction
Load bearing Coupler
Class 'A' minimum
REVISION
AMENDMENTS
48
Revised February 2013
DATE
PREPARED BY
CHECKED BY
Internal Distribution
External Distribution
3
Both
Safety Information
Check Fittings and Ladder Access Transoms
This is a reminder that when erecting Climastage system scaffold, there are three different
types of Ladder Access Transoms that could be in use Type 1
Is the bolt and gate similar to half a double fixed to either
end of the transom that are secured onto the ledgers.
Type 2
Is the bolt and wrap cover, one end has a half double fixed
that is secured to the ledger and the other end has
a fabricated wrap over flange that sits on top of the ledger.
Type 3
Is the hook and wrap over, both ends sit on top of the ledger.
Important note
When using the hook and wrap over
type of transom i.e. type 3, a
check fitting must be secured
to the front of the transom to
prevent movement. Adjacent is
a picture of where the check fitting
should be secured to the ledger
to prevent movement.
Alternatively of you have a type 3 transom you can contact the depot you
obtained it from to have it replaced.
49
Revised February 2013
S
S
U
50
47
Revised February 2013
ti
Use of Safe Height Tables
The value of ‘S’ is derived from the following:
For further explanation see the latest edition of NASC publication TG20.
Load Tables
The safe height tables in section 4 of this manual are tabulated into various categories to suit the
loading conditions.
Designations of the different types are as follows:
3-5-2
Means 3 = Load class
5 = The number of boards between the standards
2 = The number of cantilevered boards
s = short bays 1.83m (6’-0”) long
,IGHTLY LOAD INSIDE BOARDS K.M2
Fully loaded is the same loading as the main deck.
The safe height tables in section 4. Because the nature of the system, the Climastage is very
weak when there is no boarding or plan bracing. Consequently safe heights for part boarded
scaffolds with no plan bracing are only offered in the unclad condition. The part boarded
condition is offered with plan bracing for unclad, debris netted and sheeted scaffolds. The fully
BOARDED CONDITION IS OFFERED FOR THE UNCLAD DEBRIS NETTED AND SHEETED SCAFFOLDS ALSO )N SECTION
4 the shaded areas relate to the limitations on the 3 boarded brackets which are lightly loaded.
Fully loaded 3 boarded brackets are not permitted.
The tables apply under the following conditions:
s &OOT TIES ARE INSTALLED TO ALL SCAFFOLDS
s M MAXIMUM LIFTS
s -AXIMUM HEIGHT OF M
s 4IES SHOULD BE CONTINUOUS MEMBERS FROM THE TIE POINT ON THE FA ADE TO THE OUTSIDE
standard and for preference connect to the standards using right angled couplers.
s !LTERNATIVE STANDARDS ARE TIED AT THE TOP LIFT
s 4IE FORCES HAVE BEEN CALCULATED FOR WIND SUCTION ONLY 5NDER WIND PRESSURE CONDITIONS
it has been assumed that the scaffolding will move into bearing with the face of the
building to provide extra points of support. To achieve this, it is recommended that the
scaffolds are erected with a gap of no more than 50mm to the façade.
s &A ADE BRACING SHOULD BE lTTED IN TWO BAYS EVERY SIX BAYS )N THE CASE OF THE TIE PATTERNS
9a and 9b the two bays of façade bracing should span across the tied standards.
s )T HAS BEEN ASSUMED THAT THE SHEETING AND DEBRIS NETTING SPANS FROM LEDGER TO MIDDLE
guard rail.
s ! FURTHER SET OF TABLES IN SECTION HAS BEEN COMPILED /NLY ONE SET OF lGURES ARE GIVEN
for ties at alternative lifts and for ties at every lift. The tabulated values are the smaller
VALUES GIVEN IN THE PREVIOUS TABLES )NTHESE TABLES THE TIE FORCES FOR THE SAFE HEIGHT ARE
given also.
51
48
Revised February 2013
Designation
Part Boarded, Unbraced, Unclad. 30m max
1-3-0
3-5-0
3-5-1
3-5-2
3-5-3
3-5-0S
3-5-1S
3-5-2S
3-5-3S
4-5-0
4-5-1
4-5-2
4-5-3
Lightly loaded inside boards
Country
S
Ties at alternate lifts
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
Fully loaded inside boards
Town
Ties at every lift
Ties at alternate lifts
Country
Ties at every lift
Ties at alternate lifts
Town
Ties at every lift
Ties at alternate lifts
Ties at every lift
9a
9b
9d
9e
9a
9b
9d
9e
9a
9b
9d
9e
9a
9b
9d
9e
8
7
-
30
30
30
30
27
24
6
6
6
6
6
6
20
20
20
20
20
20
15
15
15
15
15
15
12
12
12
12
12
12
9
9
9
9
9
9
-
8
7
-
28
28
28
28
26
23
15
15
15
15
15
15
11
11
11
11
11
11
8
8
8
8
8
8
6
6
6
6
6
6
-
8
8
7
-
30
30
30
30
30
30
6
6
6
6
6
6
20
20
20
20
20
20
15
11
15
15
15
15
12
12
12
12
12
12
9
9
9
9
9
9
-
8
8
7
-
28
28
28
28
28
28
15
15
15
15
15
15
11
11
11
11
11
11
8
8
8
8
8
8
6
6
6
6
6
6
-
8
7
-
30
30
30
30
27
24
6
6
6
6
6
6
20
20
20
20
20
20
12
12
12
12
12
12
7
7
7
7
7
7
-
8
7
-
28
28
28
28
28
28
15
15
15
15
15
15
8
8
8
8
8
8
-
8
8
7
-
30
30
30
30
30
30
6
6
6
6
6
20
20
20
20
20
20
12
12
12
12
12
12
7
7
7
7
7
7
-
8
8
7
-
28
28
28
28
28
28
15
15
15
15
15
15
8
8
8
8
8
8
-
52
49
Revised February 2013
Designation
Part Boarded, Braced, Unclad. 30m max
1-3-0
3-5-0
3-5-1
3-5-2
3-5-3
3-5-0S
3-5-1S
3-5-2S
3-5-3S
4-5-0
4-5-1
4-5-2
4-5-3
Lightly loaded inside boards
Country
S
Ties at alternate lifts
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
Fully loaded inside boards
Town
Ties at every lift
Ties at alternate lifts
Country
Ties at every lift
Ties at alternate lifts
Town
Ties at every lift
Ties at alternate lifts
Ties at every lift
9a
9b
9d
9e
9a
9b
9d
9e
9a
9b
9d
9e
9a
9b
9d
9e
30
30
30
30
29
16
22
22
22
22
22
10
17
17
17
17
17
8
14
14
14
14
14
8
30
30
30
30
30
30
29
29
29
29
29
26
26
26
26
26
26
24
23
23
23
23
23
22
11
11
11
11
11
6
7
7
7
7
7
6
5
5
5
5
5
5
-
30
30
30
30
25
10
21
21
21
21
14
8
16
16
16
16
12
6
13
13
13
13
10
6
30
30
30
30
30
27
28
28
28
28
28
23
25
25
25
25
25
21
22
22
22
22
22
19
10
10
10
10
8
4
6
6
6
6
6
4
4
4
4
4
-
30
30
30
30
30
24
30
30
30
30
30
16
25
25
25
25
24
14
22
22
22
22
22
12
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
20
20
20
20
20
10
15
15
15
15
15
8
13
13
13
13
13
8
-
30
30
30
30
30
14
27
27
27
27
20
10
21
21
21
21
18
8
18
18
18
18
16
8
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
16
16
16
16
12
6
12
12
12
12
10
6
9
9
9
9
9
5
-
30
30
30
30
30
18
22
22
22
22
22
14
17
17
17
17
17
12
14
14
14
14
14
12
30
30
30
30
30
30
29
29
29
29
29
29
26
26
26
26
26
26
23
23
23
23
23
23
11
11
11
11
11
10
7
7
7
7
7
7
5
5
5
5
5
5
-
30
30
30
30
24
12
21
21
21
21
16
10
16
16
16
16
16
10
13
13
13
13
13
8
30
30
30
30
30
30
28
28
28
28
28
28
25
25
25
25
25
25
22
22
22
22
22
22
10
10
10
10
10
8
6
6
6
6
6
6
4
4
4
4
4
4
-
30
30
30
30
30
24
30
30
30
30
30
18
25
25
25
25
25
16
22
22
22
22
22
16
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
20
20
20
20
20
12
15
15
15
15
15
12
13
13
13
13
13
10
-
30
30
30
30
30
16
27
27
27
27
22
12
21
21
21
21
20
12
18
18
18
18
18
10
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
16
16
16
16
16
16
12
12
12
12
12
12
9
9
9
9
9
8
-
30
30
30
30
29
16
22
22
22
22
22
10
15
15
15
15
15
8
10
10
10
10
10
8
30
30
30
30
30
30
27
27
27
27
27
25
22
22
22
22
22
22
11
11
11
11
11
6
-
30
30
30
30
25
10
21
21
21
21
14
8
14
14
14
14
12
6
9
9
9
9
9
6
30
30
30
30
30
27
26
26
26
26
26
23
21
21
21
21
21
21
10
10
10
10
8
4
-
30
30
30
30
30
24
30
30
30
30
30
16
22
22
22
22
22
12
17
17
17
17
17
12
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
20
20
20
20
20
10
11
11
11
11
11
8
-
30
30
30
30
30
14
27
27
27
27
22
10
19
19
19
19
16
8
14
14
14
14
14
8
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
16
16
16
16
12
6
7
7
7
7
7
5
-
30
30
30
30
30
18
22
22
22
22
22
14
15
15
15
15
15
12
10
10
10
10
10
10
30
30
30
30
30
30
27
27
27
27
27
27
22
22
22
22
22
22
11
11
11
11
11
10
-
30
30
30
30
24
14
21
21
21
21
16
10
14
14
14
14
14
10
9
9
9
9
9
9
30
30
30
30
30
30
26
26
26
26
26
26
21
21
21
21
21
21
10
10
10
10
10
8
-
30
30
30
30
30
24
30
30
30
30
30
18
22
22
22
22
22
16
17
17
17
17
17
14
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
20
20
20
20
20
12
11
11
11
11
11
11
-
30
30
30
30
30
16
27
27
27
27
22
12
19
19
19
19
19
12
14
14
14
14
14
10
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
16
16
16
16
14
10
7
7
7
7
7
7
-
53
50
Revised February 2013
Designation
Part Boarded, Braced, Debris Netted. 30m max
1-3-0
3-5-0
3-5-1
3-5-2
3-5-3
3-5-0S
3-5-1S
3-5-2S
3-5-3S
4-5-0
4-5-1
4-5-2
4-5-3
Lightly loaded inside boards
Country
S
Ties at alternate lifts
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
Fully loaded inside boards
Town
Ties at every lift
Ties at alternate lifts
Country
Ties at every lift
Ties at alternate lifts
Town
Ties at every lift
Ties at alternate lifts
Ties at every lift
9a
9b
9d
9e
9a
9b
9d
9e
9a
9b
9d
9e
9a
9b
9d
9e
30
30
27
10
4
15
15
15
8
11
11
11
6
9
9
9
9
27
27
27
16
6
22
22
22
14
6
19
19
19
12
6
17
17
17
12
6
5
5
5
4
-
26
16
6
6
6
23
23
16
6
18
18
14
6
16
16
12
4
13
13
12
6
-
30
30
12
6
18
18
10
4
13
13
8
11
11
8
30
30
30
30
12
6
30
30
30
29
10
6
30
30
30
27
10
6
29
29
29
25
10
6
7
7
7
4
4
4
-
28
28
28
28
26
23
30
30
30
10
6
30
30
26
8
5
29
29
24
8
4
26
26
22
8
-
30
30
30
14
8
6
15
15
15
10
8
6
11
11
11
10
6
6
9
9
9
9
6
6
27
27
27
18
10
8
22
22
22
16
10
6
19
19
19
16
10
6
17
17
17
14
8
6
5
5
5
5
5
5
-
26
18
10
6
6
6
6
6
6
23
23
18
10
6
6
18
18
18
10
6
6
16
16
16
8
6
6
13
13
13
8
6
6
-
30
30
16
8
6
6
18
18
12
8
6
4
13
13
12
8
6
11
11
11
6
6
30
30
30
30
14
10
30
30
30
28
14
8
30
30
30
26
12
8
29
29
29
24
12
8
7
7
7
7
6
4
4
4
4
4
-
30
18
10
6
6
10
10
8
6
6
6
6
6
4
4
4
4
30
30
28
12
8
6
30
30
26
12
8
6
29
29
24
12
8
6
26
26
24
12
8
6
-
30
30
27
10
6
30
15
15
15
8
9
9
9
6
27
27
27
16
6
20
20
20
14
6
16
16
16
12
6
5
5
5
4
-
26
16
6
6
6
23
23
16
6
16
16
14
6
12
12
12
6
-
30
30
12
6
18
18
10
4
11
11
8
6
6
6
30
30
30
30
12
6
30
30
30
29
10
6
29
29
29
26
10
6
7
7
7
-
30
18
6
10
10
5
4
4
30
30
30
10
6
30
30
26
8
5
25
25
24
8
-
30
30
30
14
8
6
15
15
15
10
8
6
9
9
9
9
6
6
27
27
27
18
10
8
20
20
20
16
10
6
16
16
14
14
8
6
5
5
5
5
5
5
-
26
18
10
6
6
6
6
6
6
6
23
23
18
10
6
6
16
16
16
10
6
6
12
12
12
8
6
6
-
30
30
30
30
16
10
27
27
27
24
12
8
19
19
19
19
12
8
14
14
14
14
10
8
30
30
14
8
6
6
24
24
14
8
6
6
20
20
12
8
6
6
16
16
16
16
10
6
8
8
8
8
8
6
-
30
20
10
6
6
10
10
8
6
4
4
4
4
30
30
28
12
8
6
30
30
26
12
8
6
25
25
24
12
8
6
-
54
51
Revised February 2013
Designation
Part Boarded, Braced, Sheeted. 30m max
1-3-0
3-5-0
3-5-1
3-5-2
3-5-3
3-5-0S
3-5-1S
3-5-2S
3-5-3S
4-5-0
4-5-1
4-5-2
4-5-3
Lightly loaded inside boards
Country
S
Ties at alternate lifts
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
Fully loaded inside boards
Town
Ties at every lift
Ties at alternate lifts
Country
Ties at every lift
Ties at alternate lifts
Town
Ties at every lift
Ties at alternate lifts
Ties at every lift
9a
9b
9d
9e
9a
9b
9d
9e
9a
9b
9d
9e
9a
9b
9d
9e
19
8
13
10
9
9
7
7
5
5
-
4
4
-
12
27
18
6
21
16
6
19
16
6
16
14
6
-
16
6
12
6
10
6
8
6
-
19
10
6
6
13
13
8
6
9
9
8
6
7
7
6
6
5
5
5
6
-
4
4
4
-
15
8
6
27
20
10
6
6
21
20
10
6
6
19
19
8
6
6
16
16
8
6
6
-
16
10
6
6
12
10
6
5
10
10
6
8
8
8
6
-
19
8
13
10
7
7
-
4
4
-
12
27
18
6
19
16
6
15
15
6
-
16
6
10
6
6
6
-
19
10
6
6
13
13
8
6
7
7
7
6
-
4
4
4
-
15
8
6
27
20
10
6
6
19
19
10
6
6
15
15
8
6
6
-
16
10
6
6
10
10
6
5
6
6
6
-
55
52
Revised February 2013
Designation
Fully Boarded, Unclad. 30m max
1-3-0
3-5-0
3-5-1
3-5-2
3-5-3
3-5-0S
3-5-1S
3-5-2S
3-5-3S
4-5-0
4-5-1
4-5-2
4-5-3
Lightly loaded inside boards
Country
S
Ties at alternate lifts
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
Fully loaded inside boards
Town
Ties at every lift
Ties at alternate lifts
Country
Ties at every lift
Ties at alternate lifts
Town
Ties at every lift
Ties at alternate lifts
Ties at every lift
9a
9b
9d
9e
9a
9b
9d
9e
9a
9b
9d
9e
9a
9b
9d
9e
25
25
23
20
17
14
12
12
12
12
12
9
10
10
10
10
10
8
8
8
8
8
8
7
19
19
19
19
19
17
16
16
16
16
16
14
14
14
14
14
14
13
12
12
12
12
12
12
7
7
7
7
7
6
6
6
6
6
6
5
5
5
5
5
5
5
-
24
24
22
19
16
12
12
12
12
12
11
8
9
9
9
9
9
6
8
8
8
8
8
6
19
19
19
19
18
15
16
16
16
16
16
13
14
14
14
14
14
12
12
12
12
12
12
11
7
7
7
7
7
4
5
5
5
5
5
4
4
4
4
4
-
30
30
28
25
21
18
16
16
16
16
15
15
13
13
13
13
13
10
11
11
11
11
11
9
27
27
27
27
27
24
23
23
23
23
23
20
20
20
20
20
20
18
18
18
18
18
18
17
11
11
11
11
11
9
9
9
9
9
9
8
8
8
8
8
8
7
-
27
27
25
22
18
14
14
14
14
14
13
10
12
12
12
12
11
8
10
10
10
10
10
7
28
28
28
28
26
23
23
23
23
23
22
20
21
21
21
21
20
18
18
18
18
18
18
16
10
10
10
10
10
6
8
8
8
8
8
5
6
6
6
6
6
5
-
25
25
25
25
23
21
12
12
12
12
12
12
10
10
10
10
10
10
8
8
8
8
8
8
19
19
19
19
19
19
16
16
16
16
16
16
14
14
14
14
14
14
12
12
12
12
12
12
7
7
7
7
7
7
6
6
6
6
6
6
5
5
5
5
5
5
-
24
24
24
24
22
15
12
12
12
12
12
12
9
9
9
9
9
9
8
8
8
8
8
8
19
19
19
19
19
19
16
16
16
16
16
16
14
14
14
14
14
14
12
12
12
12
12
12
7
7
7
7
7
7
5
5
5
5
5
5
4
4
4
4
4
4
-
30
30
30
29
27
25
16
16
16
16
16
16
13
13
13
13
13
13
11
11
11
11
11
11
27
27
27
27
27
27
23
23
23
23
23
23
20
20
20
20
20
20
18
18
18
18
18
18
11
11
11
11
11
11
9
9
9
9
9
9
8
8
8
8
8
8
-
27
27
27
27
25
22
14
14
14
14
14
14
12
12
12
12
12
12
10
10
10
10
10
10
28
28
28
28
28
28
23
23
23
23
23
23
21
21
21
21
21
21
18
18
18
18
18
18
10
10
10
10
10
10
8
8
8
8
8
8
6
6
6
6
6
6
-
25
25
23
20
17
14
12
12
12
12
12
9
9
9
9
9
9
8
7
7
7
7
7
7
19
19
19
19
19
17
15
15
15
15
15
14
12
12
12
12
12
12
7
7
7
7
7
6
-
24
24
22
19
16
12
12
12
12
12
11
8
8
8
8
8
8
6
6
6
6
6
6
5
19
19
19
19
18
15
15
15
15
15
15
13
12
12
12
12
12
12
7
7
7
7
7
4
-
30
30
28
25
21
18
16
16
16
16
15
12
12
12
12
12
12
10
10
10
10
10
10
9
27
27
27
27
27
24
22
22
22
22
22
20
19
19
19
19
19
18
11
11
11
11
11
9
7
7
7
7
7
7
-
27
27
25
22
18
14
14
14
14
14
13
10
11
11
11
11
11
8
8
8
8
8
8
7
28
28
28
28
26
23
22
22
22
22
22
20
19
19
19
19
19
18
10
10
10
10
10
6
6
6
6
6
6
5
-
25
25
25
25
23
21
12
12
12
12
12
12
9
9
9
9
9
9
7
7
7
7
7
7
19
19
19
19
19
19
15
15
15
15
15
15
12
12
12
12
12
12
7
7
7
7
7
7
-
24
24
24
24
22
15
12
12
12
12
12
12
8
8
8
8
8
8
6
6
6
6
6
6
19
19
19
19
19
19
15
15
15
15
15
15
12
12
12
12
12
12
7
7
7
7
7
-
30
30
30
29
27
25
16
16
16
16
16
16
12
12
12
12
12
12
10
10
10
10
10
10
27
27
27
27
27
27
22
22
22
22
22
22
19
19
19
19
19
19
11
11
11
11
11
11
7
7
7
7
7
7
-
27
27
27
27
25
17
14
14
14
14
14
13
11
11
11
11
11
11
8
8
8
8
8
8
28
28
28
28
28
28
22
22
22
22
22
22
19
19
19
19
19
19
10
10
10
10
10
10
6
6
6
6
6
6
-
56
53
Revised February 2013
Designation
Fully Boarded, Debris netted. 30m max
1-3-0
3-5-0
3-5-1
3-5-2
3-5-3
3-5-0S
3-5-1S
3-5-2S
3-5-3S
4-5-0
4-5-1
4-5-2
4-5-3
Lightly loaded inside boards
Country
S
Ties at alternate lifts
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
Fully loaded inside boards
Town
Ties at every lift
Ties at alternate lifts
Country
Ties at every lift
Ties at alternate lifts
Town
Ties at every lift
Ties at alternate lifts
Ties at every lift
9a
9b
9d
9e
9a
9b
9d
9e
9a
9b
9d
9e
9a
9b
9d
9e
21
21
16
12
6
9
9
9
8
7
7
7
6
6
6
6
6
16
16
16
13
8
13
13
13
11
7
11
11
11
10
6
10
10
10
9
6
5
5
5
5
-
16
14
7
5
5
4
4
4
14
14
13
7
11
11
11
7
10
10
10
6
8
8
8
6
-
22
21
14
7
10
10
10
4
8
8
8
7
7
7
23
23
23
19
12
7
19
19
19
16
11
7
17
17
17
15
11
6
15
15
15
13
10
6
6
6
6
4
4
4
-
18
15
7
7
7
5
5
5
4
4
4
21
21
19
10
6
18
18
16
10
5
16
16
15
9
4
14
14
13
9
-
21
21
21
15
9
7
9
9
9
9
8
6
7
7
7
7
7
7
6
6
6
6
6
6
16
16
16
16
11
8
13
13
13
13
10
8
11
11
11
11
10
7
10
10
10
10
10
7
5
5
5
5
5
5
-
16
16
10
7
6
5
5
5
5
4
4
4
4
14
14
14
11
7
6
11
11
11
10
7
6
10
10
10
10
7
6
8
8
8
8
7
6
-
22
22
17
10
7
6
10
10
10
8
6
5
8
8
8
8
6
7
7
7
7
6
23
23
23
23
15
10
19
19
19
19
15
9
17
17
17
17
14
9
15
15
15
15
13
9
6
6
6
6
6
4
4
4
4
4
-
18
18
10
7
6
7
7
7
6
5
5
5
5
4
4
4
4
21
21
21
14
9
7
18
18
18
13
8
7
16
16
16
12
8
7
14
14
14
12
8
6
-
21
21
16
12
6
9
9
9
8
6
6
6
6
4
4
4
4
16
16
16
13
8
12
12
12
11
7
9
9
9
9
6
5
5
5
5
-
16
14
7
5
5
4
14
14
13
7
10
10
10
7
8
8
8
6
-
22
21
14
7
10
10
10
4
7
7
7
5
5
5
23
23
23
19
12
7
18
18
18
16
10
7
15
15
15
14
10
6
6
6
6
-
18
15
7
7
7
5
4
4
21
21
19
10
6
17
17
16
9
5
14
14
14
8
4
-
21
21
21
15
9
7
9
9
9
9
8
6
6
6
6
6
6
6
4
4
4
4
4
4
16
16
16
16
11
8
12
12
12
12
10
7
9
9
9
9
9
7
5
5
5
5
5
5
-
16
16
10
7
6
5
5
5
5
14
14
14
11
7
6
10
10
10
10
7
6
8
8
8
8
7
6
-
22
2
17
10
7
6
10
10
10
8
6
5
7
7
7
7
6
5
5
5
5
5
23
23
23
23
15
10
18
18
18
18
14
9
15
15
15
6
14
9
6
6
6
6
6
-
18
18
10
7
6
7
7
7
6
4
4
4
4
21
21
21
14
8
6
17
17
17
13
8
7
14
14
14
12
8
6
-
57
54
Revised February 2013
Designation
Fully Boarded, Sheeted. 30m max
1-3-0
3-5-0
3-5-1
3-5-2
3-5-3
3-5-0S
3-5-1S
3-5-2S
3-5-3S
4-5-0
4-5-1
4-5-2
4-5-3
Lightly loaded inside boards
Country
S
Ties at alternate lifts
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
Fully loaded inside boards
Town
Ties at every lift
Ties at alternate lifts
Country
Ties at every lift
Ties at alternate lifts
Town
Ties at every lift
Ties at alternate lifts
Ties at every lift
9a
9b
9d
9e
9a
9b
9d
9e
9a
9b
9d
9e
9a
9b
9d
9e
12
9
9
9
7
7
6
6
5
5
-
5
5
-
10
15
15
7
12
12
6
11
11
7
9
9
6
-
10
7
8
7
7
7
6
6
-
12
11
7
6
9
9
8
6
7
7
7
6
6
6
6
6
5
5
5
5
--
5
5
5
-
10
8
6
15
15
10
7
6
12
12
10
7
6
11
11
10
7
6
9
9
9
7
5
-
10
10
7
6
8
8
7
5
7
7
7
4
6
6
6
-
12
8
9
9
6
6
4
4
-
5
5
-
10
15
15
7
12
12
7
9
9
7
-
10
7
7
7
5
5
-
12
11
7
6
9
9
8
6
6
6
6
6
4
4
4
4
-
5
5
5
-
10
8
6
15
15
10
6
6
12
12
10
6
6
9
9
9
6
5
-
10
10
7
6
7
7
6
5
5
5
5
-
58
55
Revised February 2013
Designation
Part Boarded, Unbraced, Unclad. Summary
1-3-0
3-5-0
3-5-1
3-5-2
3-5-3
3-5-0S
3-5-1S
3-5-2S
3-5-3S
4-5-0
4-5-1
4-5-2
4-5-3
Lightly loaded inside boards
Country
S
Ties at alternate lifts
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
Safe
Height m
30
30
30
30
27
24
6
6
6
6
6
6
20
20
20
20
20
20
15
15
15
15
15
15
12
12
12
12
12
12
9
9
9
9
9
9
-
Tie force
kN
2.0
2.9
3.9
5.1
6.3
7.6
1.4
2.1
2.8
3.7
4.6
5.7
1.4
1.9
2.7
3.5
4.4
5.4
1.3
1.8
2.5
3.3
4.1
5.1
1.2
1.8
2.4
3.1
3.9
4.9
1.2
1.7
2.3
2.9
3.7
4.6
-
Ties at every lift
Safe
Height m
28.0
28.0
28.0
28.0
26.2
23.4
15.4
15.4
15.4
15.4
15.4
15.4
10.7
10.7
10.7
10.7
10.7
10.7
8.0
8.0
8.0
8.0
8.0
8.0
5.5
5.5
5.5
5.5
5.5
5.5
-
Fully loaded inside boards
Town
Tie force
kN
2.0
2.8
3.8
5.0
6.3
7.6
1.3
1.9
2.5
3.3
4.2
5.1
1.2
1.7
2.3
3.1
3.9
4.8
1.1
1.6
2.2
2.9
3.6
4.5
1.0
1.5
2.0
2.6
3.3
4.1
-
Ties at alternate lifts
Safe
Height m
30
30
30
30
30
30
6
6
6
6
6
6
20
20
20
20
20
20
15
15
15
15
15
15
12
12
12
12
12
12
9
9
9
9
9
9
-
Tie force
kN
2.0
2.8
3.8
5.0
6.3
7.8
1.3
1.6
2.2
2.9
3.6
4.5
1.3
1.8
2.5
3.3
4.1
5.1
1.2
1.7
2.3
3.0
3.8
4.6
1.1
1.5
2.1
2.8
3.5
4.3
1.0
1.4
1.9
2.5
3.2
3.9
-
Country
Ties at every lift
Safe
Height m
28
28
28
28
28
28
15
15
15
15
15
15
11
11
11
11
11
11
8
8
8
8
8
8
6
6
6
6
6
6
-
Ties at alternate lifts
Tie force
Safe
kN
Height m
1.9
30
2.8
30
30
3.8
30
4.9
27
6.2
24
7.7
6
6
6
6
6
6
20
1.2
20
1.7
20
2.3
20
3.0
20
3.8
20
4.7
1.0
12
1.5
12
2.0
12
12
2.7
12
3.4
12
4.2
7
1.0
7
1.3
7
1.8
7
2.4
7
3.0
7
3.7
1.0
1.1
1.5
2.0
2.5
3.1
-
59
56
Revised February 2013
Tie force
kN
2.0
2.9
3.9
5.1
6.3
7.6
1.4
2.1
2.8
3.7
4.6
5.7
1.4
1.9
2.7
3.5
4.4
5.4
1.2
1.8
2.4
3.1
4.0
4.9
1.1
1.6
2.1
2.8
3.5
4.4
-
Town
Ties at every lift
Safe
Height m
28
28
28
28
26
23
15
15
15
15
15
15
8
8
8
8
8
8
-
Tie force
kN
2.0
2.8
3.8
5.0
6.3
7.6
1.3
1.9
2.5
3.3
4.2
5.1
1.1
1.6
2.2
2.9
3.7
4.5
-
Ties at alternate lifts
Safe
Height m
30
30
30
30
30
30
6
6
6
6
6
20
20
20
20
20
20
12
12
12
12
12
12
7
7
7
7
7
7
-
Tie force
kN
2.0
2.8
3.8
5.0
6.3
7.8
1.3
1.6
2.2
2.9
3.6
1.3
1.8
2.5
3.3
4.1
5.1
1.1
1.6
2.1
2.8
3.5
4.4
1.0
1.3
1.7
2.3
2.9
3.5
--
Ties at every lift
Safe
Height m
28
28
28
28
28
28
15
15
15
15
15
15
8
8
8
8
8
8
-
Tie force
kN
1.9
2.8
3.8
4.9
6.2
7.7
1.2
1.7
2.3
3.0
3.8
4.7
1.0
1.4
1.3
2.4
3.1
3.8
-
Designation
Part Boarded, Braced, Unclad. Summary
1-3-0
3-5-0
3-5-1
3-5-2
3-5-3
3-5-0S
3-5-1S
3-5-2S
3-5-3S
4-5-0
4-5-1
4-5-2
4-5-3
Lightly loaded inside boards
Country
S
Ties at alternate lifts
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
Safe
Height m
30
30
30
30
25
10
21
21
21
21
14
8
16
16
16
16
12
6
13
13
13
13
10
6
30
30
30
30
30
27
28
28
28
28
28
23
25
25
25
25
25
21
22
22
22
22
22
19
10
10
10
10
8
4
6
6
6
6
6
6
4
4
4
4
4
5
-
Tie force
kN
2.0
2.9
3.9
5.1
6.4
7.1
1.9
2.7
3.7
4.8
6.1
6.4
1.8
2.6
3.5
4.6
5.8
6.1
1.7
2.5
3.4
4.4
5.6
6.1
1.5
2.1
2.9
3.7
4.7
5.8
1.4
2.1
2.8
3.7
4.7
5.7
1.4
2.0
2.4
3.6
4.6
5.6
1.4
2.0
2.7
3.5
4.5
5.5
1.6
2.4
3.2
4.2
5.3
5.7
1.5
2.2
2.9
3.8
4.9
5.7
1.4
2.0
2.7
3.5
4.4
5.4
-
Ties at every lift
Safe
Height m
30
30
30
30
30
14
27
27
27
27
20
10
21
21
21
21
18
8
18
18
18
18
16
8
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
16
16
16
16
12
6
12
12
12
12
10
6
9
9
9
9
9
9
-
Fully loaded inside boards
Town
Tie force
kN
2.0
2.9
3.9
5.1
6.4
7.6
2.0
2.9
3.9
5.1
6.4
7.1
1.9
2.8
3.8
4.9
6.2
6.9
1.9
2.7
3.7
4.8
6.1
6.7
1.5
2.1
2.9
3.7
4.7
5.8
1.5
2.1
2.9
3.7
4.7
5.8
1.5
2.1
2.9
3.7
4.7
5.8
1.5
2.1
2.9
3.7
4.7
5.8
1.8
2.7
3.6
4.7
6.0
6.4
1.8
2.5
3.4
4.5
5.7
6.1
1.7
2.4
3.3
4.3
5.5
6.1
-
Ties at alternate lifts
Safe
Height m
30
30
30
30
24
12
21
21
21
21
16
10
16
16
16
16
16
10
13
13
13
13
13
8
30
30
30
30
30
30
28
28
28
28
28
28
25
25
25
25
25
25
22
22
22
22
22
22
10
10
10
10
10
8
6
6
6
6
6
6
4
4
4
4
4
4
-
Tie force
kN
2.0
2.8
3.8
5.0
6.3
6.7
1.8
2.6
3.5
4.6
5.8
6.2
1.7
2.4
3.2
4.2
5.4
5.9
1.6
2.2
3.1
4.0
5.1
5.9
1.4
2.1
2.8
3.7
4.7
5.8
1.4
2.0
2.8
3.6
4.6
5.7
1.4
2.0
2.7
3.5
4.5
5.5
1.3
1.9
2.6
3.4
4.3
5.3
1.4
2.1
2.8
3.7
4.7
5.5
1.3
1.8
2.4
3.1
4.0
4.9
1.3
1.5
2.0
2.6
3.3
4.1
-
Country
Ties at every lift
Safe
Height m
30
30
30
30
30
16
27
27
27
27
22
12
21
21
21
21
20
12
18
18
18
18
18
10
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
16
16
16
16
16
12
12
12
12
12
12
12
9
9
9
9
9
8
-
Ties at alternate lifts
Tie force
Safe
kN
Height m
2.0
30
2.8
30
30
3.8
30
5.0
25
6.3
10
7.3
21
2.0
21
2.8
21
3.8
21
5.0
14
6.3
8
6.7
14
1.9
14
2.7
14
3.6
14
4.7
12
6.0
6
6.5
9
1.8
9
2.6
9
3.5
9
4.6
9
5.8
6
6.5
30
1.4
30
2.1
30
2.8
30
3.7
30
4.7
27
5.8
26
1.4
26
2.1
26
2.8
26
3.7
26
4.7
23
5.8
21
1.4
21
2.1
21
2.8
21
3.7
21
4.7
21
5.8
1.4
2.1
2.8
3.7
4.7
5.8
10
1.8
10
2.5
10
3.4
10
4.5
8
5.7
4
6.5
1.6
2.3
3.1
4.1
5.2
5.9
1.5
2.2
2.9
3.8
4.9
5.5
-
60
57
Revised February 2013
Tie force
kN
2.0
2.9
3.9
5.1
6.4
7.1
1.9
2.7
3.7
4.8
6.1
6.4
1.7
2.5
3.4
4.4
5.6
6.1
1.6
2.3
3.1
4.1
5.1
6.1
1.5
2.1
2.9
3.7
4.7
5.8
1.4
2.1
2.8
3.7
4.6
5.6
1.4
2.0
2.7
3.5
4.5
5.5
1.6
2.4
3.2
4.2
5.3
5.7
-
Town
Ties at every lift
Safe
Height m
30
30
30
30
30
14
27
27
27
27
22
10
19
19
19
19
16
8
14
14
14
14
14
8
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
16
16
16
16
12
6
7
7
7
7
7
5
-
Tie force
kN
2.0
2.9
3.9
5.1
6.4
7.6
2.0
2.9
3.9
5.1
6.4
7.1
1.9
2.7
3.7
4.8
6.1
6.7
1.8
2.6
3.5
4.6
5.8
6.7
1.5
2.1
2.9
3.7
4.7
5.8
1.5
2.1
2.9
3.7
4.7
5.8
1.5
2.1
2.9
3.7
4.7
5.8
1.8
2.7
3.6
4.7
6.0
6.4
1.6
2.4
3.2
4.2
5.3
6.1
-
Ties at alternate lifts
Safe
Height m
30
30
30
30
24
14
21
21
21
21
16
10
14
14
14
14
14
10
9
9
9
9
9
9
30
30
30
30
30
30
26
26
26
26
26
26
21
21
21
21
21
21
10
10
10
10
10
8
-
Tie force
kN
2.0
2.8
3.8
5.0
6.3
6.7
1.8
2.6
3.5
4.6
5.8
6.2
1.6
2.3
3.1
4.0
5.1
5.9
1.4
2.0
2.7
3.5
4.4
5.4
1.4
2.1
2.8
3.7
4.7
5.8
1.4
2.0
2.7
3.6
4.5
5.6
1.3
1.9
2.6
3.4
4.3
5.3
1.4
2.1
2.8
3.7
4.7
5.5
-
Ties at every lift
Safe
Height m
30
30
30
30
30
16
27
27
27
27
22
12
19
19
19
19
19
12
14
14
14
14
14
10
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
16
16
16
16
14
10
7
7
7
7
7
7
-
Tie force
kN
2.0
2.8
3.8
5.0
6.3
7.3
2.0
2.8
3.8
5.0
6.3
6.7
1.8
2.6
3.5
4.6
5.8
6.5
1.7
2.4
3.3
4.3
5.4
6.2
1.4
2.1
2.8
3.7
4.7
5.8
1.4
2.1
2.8
3.7
4.7
5.8
1.4
2.1
2.8
3.7
4.7
5.8
1.8
2.5
3.4
4.5
5.7
5.9
1.4
2.1
2.8
3.7
4.7
5.7
-
Designation
Part Boarded, Braced, Debris Netted. Summary
1-3-0
3-5-0
3-5-1
3-5-2
3-5-3
3-5-0S
3-5-1S
3-5-2S
3-5-3S
4-5-0
4-5-1
4-5-2
4-5-3
Lightly loaded inside boards
Country
S
Ties at alternate lifts
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
Safe
Height m
26
16
6
10
4
6
6
15
8
11
11
11
6
9
9
9
6
23
23
16
6
6
18
18
14
6
6
16
16
12
4
6
13
13
12
6
6
5
5
5
4
-
Tie force
kN
3.8
4.2
5.6
6.0
6.1
3.8
3.8
5.0
5.7
3.8
3.8
4.7
5.4
3.8
3.8
4.5
5.4
2.9
3.1
4.2
5.0
5.1
2.9
3.0
4.0
4.8
5.1
2.9
2.9
4.0
4.7
5.1
2.9
2.9
3.8
4.7
5.1
3.8
3.8
3.8
5.0
-
Ties at every lift
Safe
Height m
30
18
6
6
10
10
5
4
6
6
8
4
4
8
30
30
30
10
6
6
30
30
26
8
5
6
29
29
24
8
4
6
26
26
22
8
10
6
7
7
7
4
4
4
-
Fully loaded inside boards
Town
Tie force
kN
3.8
4.2
4.8
5.4
3.8
3.8
4.6
4.9
3.8
3.8
4.4
3.8
3.8
4.4
2.9
3.1
4.3
5.6
5.9
6.3
2.9
3.1
4.3
5.6
5.7
6.3
2.9
3.1
4.3
5.5
5.7
6.3
2.9
3.1
4.3
5.4
5.7
6.3
3.8
3.8
4.3
3.8
3.8
3.8
-
Ties at alternate lifts
Safe
Height m
26
18
10
6
6
6
6
6
6
6
8
6
11
11
11
10
6
6
9
9
9
9
6
6
23
23
18
10
6
6
18
18
18
10
6
6
16
16
16
8
6
6
13
13
13
8
6
6
5
5
5
5
5
5
-
Tie force
kN
3.8
4.1
5.6
5.8
6.0
6.5
3.8
3.8
4.6
5.2
6.0
6.5
3.8
3.8
4.1
5.2
5.3
6.5
3.8
3.8
3.8
4.9
5.3
6.5
2.9
3.0
4.1
4.8
4.9
5.6
2.9
2.9
3.9
4.6
4.9
4.9
2.9
2.9
3.7
4.6
4.9
4.9
2.9
2.9
3.6
4.4
4.5
4.9
3.8
3.8
3.8
3.8
4.6
5.6
-
Country
Ties at every lift
Safe
Height m
30
18
10
6
6
6
10
10
8
6
6
4
6
6
6
6
6
4
4
4
4
6
30
30
28
12
8
6
30
30
26
12
8
6
29
29
24
12
8
6
26
26
24
12
8
6
7
7
7
7
6
4
4
4
4
4
-
Ties at alternate lifts
Tie force
Safe
kN
Height m
3.8
26
4.1
16
6
4.7
10
4.7
6
5.3
30
6.5
6
3.8
6
3.8
15
4.2
8
4.7
5.3
5.6
9
3.8
9
3.8
9
4.2
6
4.7
5.3
3.8
3.8
4.1
4.2
5.3
23
2.9
23
3.1
16
4.2
6
5.5
6
5.5
6.1
16
2.9
16
3.1
14
4.2
6
5.4
6
5.5
5.6
12
2.9
12
3.1
12
4.2
6
5.3
6
5.3
5.6
2.9
3.1
4.2
5.2
5.3
5.6
5
3.8
5
3.8
5
3.8
4
4.6
5.3
3.8
3.8
3.8
3.8
4.3
-
61
58
Revised February 2013
Tie force
kN
3.8
4.2
5.6
6.0
6.8
11.6
3.8
3.8
5.0
5.7
3.8
3.8
4.5
5.4
2.9
3.1
4.2
5.0
5.1
2.9
2.9
4.0
4.8
5.1
2.9
2.9
3.8
4.7
5.1
3.8
3.8
3.8
5.0
-
Town
Ties at every lift
Safe
Height m
30
18
6
6
10
10
5
4
4
4
8
6
6
6
30
30
30
10
6
6
30
30
26
8
5
6
25
25
24
8
10
6
7
7
7
-
Tie force
kN
3.8
4.2
4.8
5.4
3.8
3.8
4.6
4.9
3.8
3.8
4.4
3.8
3.8
4.1
2.9
3.1
4.3
5.6
5.9
6.3
2.9
3.1
4.3
5.6
5.7
6.3
2.9
3.1
4.2
5.4
5.7
6.3
3.8
3.8
4.3
-
Ties at alternate lifts
Safe
Height m
26
18
10
6
6
6
6
6
6
6
8
6
9
9
9
9
6
6
23
23
18
10
6
6
16
16
16
10
6
6
12
12
12
8
6
6
5
5
5
5
5
5
-
Tie force
kN
3.8
4.1
5.6
5.8
6.0
6.5
3.8
3.8
4.6
5.2
6.0
6.5
3.8
3.8
3.8
4.9
5.3
6.5
2.9
3.0
4.1
4.8
4.9
5.6
2.9
2.9
3.8
4.6
4.9
4.9
2.9
2.9
3.4
4.4
4.5
4.9
3.8
3.8
3.8
3.8
4.6
5.6
-
Ties at every lift
Safe
Height m
30
20
10
6
6
10
10
10
8
6
12
8
4
4
4
4
12
8
14
14
14
14
10
8
30
30
14
8
6
6
24
24
14
8
6
6
20
20
12
8
6
6
16
16
16
16
10
6
8
8
8
8
8
6
-
Tie force
kN
3.8
4.1
5.6
7.4
7.7
8.1
3.8
4.0
5.5
6.9
7.0
7.4
3.8
3.8
4.9
6.4
7.0
7.4
3.8
3.8
4.4
5.8
6.6
7.4
2.9
3.1
4.1
4.2
4.5
4.9
2.9
3.1
4.1
4.2
4.5
4.9
2.9
3.0
4.0
4.2
4.5
4.9
3.8
3.8
4.7
6.1
6.6
6.5
3.8
3.8
3.8
4.6
5.9
6.5
-
Designation
Part Boarded, Braced, Sheeted. Summary
1-3-0
3-5-0
3-5-1
3-5-2
3-5-3
3-5-0S
3-5-1S
3-5-2S
3-5-3S
4-5-0
4-5-1
4-5-2
4-5-3
Lightly loaded inside boards
Country
S
Ties at alternate lifts
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
Safe
Height m
19
8
4
4
9
9
7
7
5
5
-
Tie force
kN
5.4
6.4
3.7
5.1
3.5
5.0
3.3
4.7
3.0
4.3
-
Ties at every lift
Safe
Height m
12
16
6
6
12
6
6
10
6
6
8
6
6
-
Fully loaded inside boards
Town
Tie force
kN
4.9
4.3
5.7
6.2
4.1
5.6
6.2
4.0
5.6
6.2
3.9
5.4
6.2
-
Ties at alternate lifts
Safe
Height m
19
10
6
6
4
4
4
6
9
9
8
6
7
7
6
6
5
5
5
6
-
Tie force
kN
5.1
5.8
6.4
8.3
3.3
4.8
5.4
6.3
2.9
4.2
5.4
6.3
2.9
3.8
4.8
6.3
2.9
3.2
4.4
6.3
-
Country
Ties at every lift
Safe
Height m
15
8
6
16
10
6
6
6
12
10
6
5
6
10
10
6
6
6
8
8
6
6
6
-
Ties at alternate lifts
Tie force
Safe
kN
Height m
4.6
19
5.3
8
6.4
4
4.2
4
5.5
5.9
6.3
7.9
7
3.9
7
5.5
5.9
6.3
7.9
3.8
5.4
5.4
6.3
7.9
3.6
5.2
5.4
6.3
7.9
-
62
59
Revised February 2013
Tie force
kN
5.4
6.4
3.7
5.1
3.3
4.7
-
Town
Ties at every lift
Safe
Height m
12
16
6
6
10
6
6
6
6
6
-
Tie force
kN
1.7
4.3
5.7
6.2
4.0
5.6
6.2
3.8
5.5
6.2
-
Ties at alternate lifts
Safe
Height m
19
10
6
6
4
4
4
6
7
7
7
6
-
Tie force
kN
5.1
5.8
6.4
8.3
3.3
4.8
5.4
6.3
2.9
3.8
5.2
6.3
-
Ties at every lift
Safe
Height m
15
8
6
16
10
6
6
6
10
10
6
5
6
6
6
6
6
6
-
Tie force
kN
4.6
5.3
6.4
4.2
5.5
5.9
6.3
7.9
3.8
5.5
5.9
6.3
7.9
3.5
5.0
5.4
6.3
7.9
-
Designation
Fully Boarded, Unclad. Summary
1-3-0
3-5-0
3-5-1
3-5-2
3-5-3
3-5-0S
3-5-1S
3-5-2S
3-5-3S
4-5-0
4-5-1
4-5-2
4-5-3
Lightly loaded inside boards
Country
S
Ties at alternate lifts
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
Safe
Height m
24
24
22
19
16
12
12
12
12
12
11
8
9
9
9
9
9
6
8
8
8
8
8
6
19
19
19
19
18
15
16
16
16
16
16
13
14
14
14
14
14
12
12
12
12
12
12
11
7
7
7
7
7
4
5
5
5
5
5
5
4
4
4
4
4
5
-
Tie force
kN
1.9
2.8
3.7
4.7
5.8
6.9
1.7
2.4
3.3
4.3
5.4
6.3
1.6
2.3
3.1
4.1
5.2
6.1
1.5
2.2
3.0
3.9
5.0
5.9
1.3
1.9
2.6
3.4
4.3
5.2
1.3
1.9
2.5
3.3
4.2
5.1
1.3
1.8
2.5
3.2
4.1
5.0
1.2
1.8
2.4
3.1
4.0
4.9
1.5
2.2
2.9
3.8
4.9
5.8
1.4
2.0
2.8
3.6
4.6
5.5
1.3
1.9
2.6
3.4
4.3
5.3
-
Ties at every lift
Safe
Height m
27
27
25
22
18
14
14
14
14
14
13
10
12
12
12
12
11
8
10
10
10
10
10
7
27
27
27
27
26
23
23
23
23
23
22
20
20
20
20
20
20
18
18
18
18
18
18
16
10
10
10
10
10
6
8
8
8
8
8
5
6
6
6
6
6
5
-
Fully loaded inside boards
Town
Tie force
kN
2.0
2.8
3.8
4.9
6.0
7.2
1.8
2.5
3.5
4.5
5.7
6.7
1.7
2.4
3.3
4.3
5.5
6.5
1.6
2.4
3.2
4.2
5.3
6.3
1.4
2.1
2.8
3.7
4.6
5.6
1.4
2.0
2.7
3.6
4.5
5.4
1.4
2.0
2.7
3.5
4.4
5.3
1.3
1.9
2.6
3.4
4.3
5.2
1.6
2.4
3.2
4.2
5.3
6.3
1.6
2.3
3.1
4.0
5.1
6.0
1.5
2.2
3.0
3.9
4.9
5.9
-
Ties at alternate lifts
Safe
Height m
24
24
24
24
22
15
12
12
12
12
12
12
9
9
9
9
9
9
8
8
8
8
8
8
19
19
19
19
19
19
16
16
16
16
16
16
14
14
14
14
14
14
12
12
12
12
12
12
7
7
7
7
7
7
5
5
5
5
5
5
4
4
4
4
4
4
-
Tie force
kN
1.9
2.7
3.6
4.7
5.9
7.0
1.5
2.1
2.9
3.8
4.8
5.9
1.4
2.0
2.7
3.5
4.4
5.5
1.3
1.8
2.5
3.3
4.1
5.1
1.3
1.8
2.5
3.2
4.1
5.1
1.2
1.7
2.3
3.1
3.9
4.8
1.1
1.6
2.2
2.9
3.7
4.6
1.1
1.6
2.1
2.8
3.5
4.4
1.3
1.8
2.4
3.1
4.0
4.9
1.3
1.6
2.1
2.8
3.5
4.4
1.3
1.4
1.9
2.5
3.2
3.9
-
Country
Ties at every lift
Safe
Height m
27
27
27
27
25
22
14
14
14
14
14
14
12
12
12
12
12
12
10
10
10
10
10
10
27
27
27
27
27
27
23
23
23
23
23
23
20
20
20
20
20
20
18
18
18
18
18
18
10
10
10
10
10
10
8
8
8
8
8
8
6
6
6
6
6
6
-
Ties at alternate lifts
Tie force
Safe
kN
Height m
1.9
24
2.8
24
22
3.8
19
5.0
16
6.2
12
7.4
12
1.6
12
2.3
12
3.2
12
4.2
11
5.3
8
6.5
8
1.5
8
2.2
8
3.0
8
3.9
8
4.9
6
6.1
6
1.4
6
2.1
6
2.8
6
3.7
6
4.7
5
5.8
19
1.4
19
2.0
19
2.8
19
3.6
18
4.6
15
5.6
15
1.3
15
1.9
15
2.6
15
3.4
15
4.3
13
5.4
12
1.3
12
1.9
12
2.5
12
3.3
12
4.2
12
5.2
1.2
1.8
2.4
3.2
4.0
5.0
7
1.4
7
2.1
7
2.8
7
3.7
7
4.7
4
5.8
1.3
1.9
2.6
3.4
4.3
5.3
1.3
1.8
2.4
3.2
4.0
5.0
-
63
60
Revised February 2013
Tie force
kN
1.9
2.8
3.7
4.7
5.8
6.9
1.7
2.4
3.3
4.3
5.4
6.3
1.6
2.2
3.0
4.0
5.0
6.1
1.5
2.1
2.8
3.7
4.7
5.8
1.3
1.9
2.6
3.4
4.3
5.2
1.3
1.8
2.5
3.3
4.1
5.1
1.2
1.8
2.4
3.1
4.0
4.9
1.5
2.2
2.9
3.8
4.9
5.8
-
Town
Ties at every lift
Safe
Height m
27
27
25
22
18
14
14
14
14
14
13
10
11
11
11
11
11
8
8
8
8
8
8
7
27
27
27
27
26
23
22
22
22
22
22
20
19
19
19
19
19
18
10
10
10
10
10
6
6
6
6
6
6
5
-
Tie force
kN
2.0
2.8
3.8
4.9
6.0
7.2
1.8
2.5
3.5
4.5
5.7
6.7
1.7
2.4
3.3
4.3
5.4
6.4
1.6
2.3
3.1
4.1
5.1
6.3
1.4
2.1
2.8
3.7
4.6
5.6
1.4
2.0
2.7
3.5
4.5
5.4
1.3
1.9
2.6
3.4
4.3
5.3
1.6
2.4
3.2
4.2
5.3
6.3
1.5
2.2
2.9
3.8
4.8
5.9
-
Ties at alternate lifts
Safe
Height m
24
24
24
24
22
15
12
12
12
12
12
12
8
8
8
8
8
8
8
6
6
6
6
6
19
19
19
19
19
19
15
15
15
15
15
15
12
12
12
12
12
12
7
7
7
7
7
7
-
Tie force
kN
1.9
2.7
3.6
4.7
5.9
7.0
1.5
2.1
2.9
3.8
4.8
5.9
1.3
1.9
2.6
3.3
4.2
5.2
1.3
1.7
2.3
2.9
3.7
4.6
1.3
1.8
2.5
3.2
4.1
5.1
1.2
1.7
2.3
3.0
3.8
4.7
1.1
1.6
2.1
2.8
3.5
4.4
1.3
1.8
2.4
3.1
4.0
4.9
-
Ties at every lift
Safe
Height m
27
27
27
27
25
17
14
14
14
14
14
13
11
11
11
11
11
11
8
8
8
8
8
8
27
27
27
27
27
27
22
22
22
22
22
22
19
19
19
19
19
19
10
10
10
10
10
10
6
6
6
6
6
6
-
Tie force
kN
1.9
2.8
3.8
5.0
6.2
7.4
1.6
2.3
3.2
4.2
5.3
6.5
1.5
2.1
2.9
3.8
4.8
5.9
1.4
1.9
2.7
3.5
4.4
5.4
1.4
2.0
2.8
3.6
4.6
5.6
1.3
1.9
2.6
3.4
4.3
5.3
1.3
1.8
2.5
3.2
4.1
5.0
1.4
2.1
2.8
3.7
4.7
5.8
1.3
1.7
2.4
3.1
3.9
4.9
-
Designation
Fully Boarded, Debris Netted. Summary
1-3-0
3-5-0
3-5-1
3-5-2
3-5-3
3-5-0S
3-5-1S
3-5-2S
3-5-3S
4-5-0
4-5-1
4-5-2
4-5-3
Lightly loaded inside boards
Country
S
Ties at alternate lifts
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
Safe
Height m
16
14
7
12
6
5
5
4
8
4
4
7
6
6
6
6
6
14
14
13
7
8
11
11
11
7
7
10
10
10
6
6
8
8
8
6
6
5
5
5
5
-
Tie force
kN
3.8
3.9
5.1
6.2
6.9
3.8
3.8
4.5
5.7
3.8
3.8
4.3
5.4
3.8
3.8
4.1
5.3
2.9
2.9
3.8
4.8
5.4
2.9
2.9
3.6
4.6
5.3
2.9
2.9
3.5
4.5
5.2
2.9
2.9
3.4
4.4
5.0
3.8
3.8
3.8
5.0
-
Ties at every lift
Safe
Height m
18
15
7
7
7
7
5
4
5
5
4
4
4
7
21
21
19
10
6
7
18
18
16
10
5
7
16
16
15
9
4
6
14
14
13
9
10
6
6
6
6
4
4
4
-
Fully loaded inside boards
Town
Tie force
kN
3.8
3.9
4.9
5.6
3.8
3.8
4.6
5.0
3.8
3.8
4.4
3.8
3.8
4.3
2.9
3.0
4.1
5.1
5.9
6.5
2.9
2.9
3.9
5.0
5.8
6.5
2.9
2.9
3.9
4.9
5.8
6.3
2.9
2.9
3.8
4.8
5.7
6.2
3.8
3.8
4.1
3.8
3.8
3.8
-
Ties at alternate lifts
Safe
Height m
16
16
10
7
6
7
5
5
5
5
8
6
4
4
4
4
7
7
6
6
6
6
6
6
14
14
14
11
7
6
11
11
11
10
7
6
10
10
10
10
7
6
8
8
8
8
7
6
5
5
5
5
5
5
-
Tie force
kN
3.8
3.8
5.1
6.0
6.3
7.0
3.8
3.8
3.8
5.0
6.0
6.5
3.8
3.8
3.8
4.6
5.8
6.8
3.8
3.8
3.8
4.2
5.3
6.4
2.9
2.9
3.5
4.5
5.1
5.6
2.9
2.9
3.3
4.2
4.9
5.6
2.9
2.9
3.1
4.0
4.9
5.2
2.9
2.9
2.9
3.8
4.9
5.2
3.8
3.8
3.8
3.8
4.6
5.7
-
Country
Ties at every lift
Safe
Height m
18
18
10
7
6
6
7
7
7
6
6
5
5
5
5
5
6
4
4
4
4
6
21
21
21
14
9
7
18
18
18
13
8
7
16
16
16
12
8
7
14
14
14
12
8
6
6
6
6
6
6
4
4
4
4
4
-
Ties at alternate lifts
Tie force
Safe
kN
Height m
3.8
16
3.8
14
7
4.8
12
5.2
6
5.7
6.5
5
3.8
5
3.8
4
4.0
8
4.7
5.3
5.7
6
3.8
6
3.8
6
3.8
6
4.8
5.3
4
3.8
4
3.8
4
3.8
4
4.5
5.3
14
2.9
14
2.9
13
3.9
7
5.1
8
5.7
6.1
10
2.9
10
2.9
10
3.7
7
4.9
7
5.7
5.8
8
2.9
8
2.9
8
3.6
6
4.7
6
5.5
5.8
2.9
2.9
3.4
4.5
5.4
5.8
5
3.8
5
3.8
5
3.8
5
4.1
5.2
3.8
3.8
3.8
3.8
4.5
-
64
61
Revised February 2013
Tie force
kN
3.8
3.9
5.1
6.2
6.9
3.8
3.8
4.5
5.7
3.8
3.8
4.1
5.4
3.8
3.8
3.8
4.9
2.9
2.9
3.8
4.8
5.4
2.9
2.9
3.6
4.6
5.3
2.9
2.9
3.4
4.5
5.1
3.8
3.8
3.8
5.0
-
Town
Ties at every lift
Safe
Height m
18
15
7
7
7
7
5
4
4
4
7
5
5
5
21
21
19
10
6
7
17
17
16
9
5
7
14
14
14
8
4
6
6
6
6
-
Tie force
kN
3.8
3.9
4.9
5.6
3.8
3.8
4.6
5.0
3.8
3.8
4.3
3.8
3.8
4.0
2.9
3.0
4.1
5.1
5.9
6.5
2.9
2.9
3.9
5.0
5.7
6.5
2.9
2.9
3.8
4.9
5.8
6.3
3.8
3.8
4.1
-
Ties at alternate lifts
Safe
Height m
16
16
10
7
6
7
5
5
5
5
8
6
6
6
6
6
6
6
4
4
4
4
4
4
14
14
14
11
7
6
10
10
10
10
7
6
8
8
8
8
7
6
5
5
5
5
5
5
-
Tie force
kN
3.8
3.8
5.1
6.0
6.3
7.0
3.8
3.8
3.8
5.0
6.0
6.5
3.8
3.8
3.8
4.3
5.4
6.7
3.8
3.8
3.8
3.8
4.4
5.5
2.9
2.9
3.5
4.5
5.1
5.6
2.9
2.9
3.2
4.1
4.9
5.2
2.9
2.9
2.9
3.8
4.8
5.2
3.8
3.8
3.8
3.8
4.6
5.7
-
Ties at every lift
Safe
Height m
18
18
10
7
6
6
7
7
7
6
6
5
4
4
4
4
6
5
5
5
5
5
21
21
21
14
8
6
17
17
17
13
8
7
14
14
14
12
8
6
6
6
6
6
6
-
Tie force
kN
3.8
3.8
4.8
5.2
5.7
6.5
3.8
3.8
4.0
4.7
5.3
5.7
3.8
3.8
3.8
4.6
5.3
3.8
3.8
3.8
3.9
4.9
2.9
2.9
3.9
5.1
5.7
6.1
2.9
2.9
3.7
4.8
5.5
5.8
2.9
2.9
3.5
4.5
5.5
5.8
3.8
3.8
3.8
4.1
5.2
-
Designation
Fully Boarded, Sheeted. Summary
1-3-0
3-5-0
3-5-1
3-5-2
3-5-3
3-5-0S
3-5-1S
3-5-2S
3-5-3S
4-5-0
4-5-1
4-5-2
4-5-3
Lightly loaded inside boards
Country
S
Ties at alternate lifts
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
20
24
28
32
36
40
Safe
Height m
12
9
5
5
7
7
6
6
5
5
-
Tie force
kN
4.9
6.6
3.4
4.9
3.2
4.7
3.1
4.5
3.0
4.3
-
Ties at every lift
Safe
Height m
10
10
7
7
8
7
6
7
7
7
6
6
6
-
Fully loaded inside boards
Town
Tie force
kN
4.7
3.8
5.5
6.4
3.7
5.3
6.2
3.6
5.2
6.3
3.5
5.0
6.2
-
Ties at alternate lifts
Safe
Height m
12
11
7
6
5
5
5
6
7
7
7
6
6
6
6
6
5
5
5
5
-
Tie force
kN
4.4
6.0
6.8
8.4
2.9
4.1
5.4
6.3
2.9
3.7
5.1
6.3
2.9
3.4
4.7
6.1
2.9
3.1
4.2
5.5
-
Country
Ties at every lift
Safe
Height m
10
8
6
10
10
7
6
6
8
8
7
5
6
7
7
7
4
6
6
6
6
7
5
-
Ties at alternate lifts
Tie force
Safe
kN
Height m
4.0
12
5.3
8
6.4
5
3.5
5
5.1
5.9
6.7
7.9
6
3.3
6
4.7
5.9
6.7
7.9
4
3.1
4
4.5
5.9
6.7
7.7
3.0
4.3
5.8
6.7
7.3
-
65
62
Revised February 2013
Tie force
kN
4.9
6.4
3.4
4.9
3.1
4.5
2.9
4.1
-
Town
Ties at every lift
Safe
Height m
10
10
7
7
7
7
7
5
5
7
-
Tie force
kN
1.6
3.8
5.5
6.4
3.6
5.2
6.4
3.5
5.0
6.3
-
Ties at alternate lifts
Safe
Height m
12
11
7
6
5
5
5
6
6
6
6
6
4
4
4
4
-
Tie force
kN
4.4
6.0
6.8
8.4
2.9
4.1
5.4
6.3
2.9
3.5
4.7
6.2
2.9
2.9
3.9
5.1
-
Ties at every lift
Safe
Height m
10
8
6
10
10
7
6
6
7
7
6
5
6
5
5
5
6
5
-
Tie force
kN
4.0
5.3
6.4
3.5
5.1
5.9
6.3
7.9
3.2
4.6
5.9
6.3
8.0
2.9
4.2
5.7
6.3
7.5
-
A
U
66
63
Revised February 2013
di
Aluminium Kwikstair
User Guide
67
64
Revised February 2013
68
Revised February 2013
69
Revised February 2013
70
Revised February 2013
71
Revised February 2013
72
Revised February 2013
73
Revised February 2013
74
Revised February 2013
75
Revised February 2013
Notes
76
73
Revised February 2013
Notes
77
73
Revised February 2013
Branch Locations
Head office
Contract Scaffolding
Dundee
Ash Street,
Off Lochee Road,
Dundee,
Tayside, DD1 5AR
Hire & Sales Enquiries
Tel: 01382 227552
Fax: 01382 202602
Birmingham
Triplet Works
Pikenhelve Street
West Bromwich
West Midlands
Birmingham
B70 0TU
Contract Scaffolding Enquries
Tel: 0121 520 1421
Fax: 0121 522 2458
Edinburgh
Unit 2,
West Harbour Road,
Granton,
Edinburgh, EH5 1PP
Hire & Sales Enquiries
Tel: 0131 552 7534
Fax: 0131 552 0663
Gateshead
10 Green Lane,
Pelaw,
Gateshead,
Tyne & Wear, NE10 0UW
Hire & Sales Enquiries
Tel: 0191 469 8125
Fax: 0191 438 2759
Glasgow
37 Colquhoun Avenue,
Hillington Industrial Estate,
Glasgow,
G52 4PL
Hire & Sales Enquiries
Tel: 0141 810 8350
Fax: 0141 810 8359
Teesside
Brenda Road,
Hartlepool, TS25 2BT
Hire & Sales Enquiries
Tel: 01429 261444
Fax: 01429 869122
Birmingham
Southern Way,
Wednesbury,
West Midlands,
WS10 7BU
Hire & Sales Enquiries
Tel: 0121 502 0849
Fax: 0121 502 0647
Brigg
Island Carr Industrial Estate,
Island Carr Road,
Brigg,
North Lincolnshire,
DN20 8PD
Hire & Sales Enquiries
Tel: 01652 601390
Fax: 01652 601397
Hull
312 Wincolmlee,
Hull,
North Humberside,
HU2 0QE
Hire & Sales Enquiries
Tel: 01482 225322
Fax: 01482 219096
Leeds
Unit 7,
Hawthorne Court,
Howley Park Road,
Morley,
Leeds,
LS27 0BN
Hire & Sales Enquiries
Tel: 0113 387 0630
Fax: 0113 387 0638
Manchester
Elm Grove,
Sale,
Cheshire,
M33 7JY
Hire & Sales Enquiries
Tel: 0161 969 3925
Fax: 0161 962 7616
Nottingham
Abbey Street,
Lenton,
Nottingham,
NG7 2PD
Hire & Sales Enquiries
Tel: 0115 978 1953
Fax: 0115 979 0140
South Yorkshire
Unit 14,
Meadow Bank Works,
Meadow Bank Road,
Rotherham,
South Yorkshire,
S61 2NF
Hire & Sales Enquiries
Tel: 01709 554149
Fax: 01709 553108
London (East)
Unit 3, Primrose Works,
10 Stour Road,
Bow, London,
E3 2NT
Hire & Sales Enquiries
Tel: 020 8533 7333
Fax: 020 8533 5774
Chelmsford
Yard 6,
Temple Wood Industrial
Estate,
Stock Road,
Chelmsford,
CM2 8LA
Hire & Sales Enquiries
Tel: 01277 841670
Fax: 01277 840701
London (South)
Station Yard,
56 Brigstock Road,
Thornton Heath,
Surrey, CR7 8RX
Hire & Sales Enquiries
Tel: 020 8689 6044
Fax: 020 8689 8786
Kings Lynn
23 Maple Road,
Saddlebow Industrial Estate,
Kings Lynn,
Norfolk, PE34 3AH
Hire & Sales Enquiries
Tel: 01553 771465
Fax: 01553 773010
Luton
227-231 Selbourne Road,
Luton,
Bedfordshire, LU4 8NR
Hire & Sales Enquiries
Tel: 01582 491000
Fax: 01582 493384
Norwich
Arminghall Close,
Woodcock Road,
Norwich,
NR3 3UE
Hire & Sales Enquiries
Tel: 01603 416116
Fax: 01603 787116
Peterborough
Unit 5, Fengate Trade Park,
Second Drove,
Peterborough,
Cambridgeshire, PE1 5XA
Hire & Sales Enquiries
Tel: 01733 890009
Fax: 01733 890010
Bournemouth
Unit 158,
Eastern Business Park,
Bournemouth,
International Airport,
Christchurch,
Dorset, BH23 6NE
Hire & Sales Enquiries
Tel: 01202 591255
Fax: 01202 591266
Bristol
Silverthorne Lane,
St.Philips,
Bristol,
Avon, BS2 0QD
Hire & Sales Enquiries
Tel: 0117 972 3353
Fax: 0117 977 6034
Bristol
Silverthorne Lane
St.Philips
Bristol
Avon
BS2 0QD
Contract Scaffolding Enquries
Tel: 0117 971 2273
Fax: 0117 971 2178
Cardiff
Lamby Way,
Rumney,
Cardiff,
CF3 2EQ
Hire & Sales Enquiries
Tel: 029 2079 1188
Fax: 029 2079 2641
Swansea
Gas Works Industrial Estate
Morriston
Swansea
West Glamorgan
SA6 8QF
Contract Scaffolding Enquries
Tel: 01792 774123
Fax: 01792 773989
Fax: 029 2079 2641
Chichester
Units A & B,
Tokar Industrial Estate,
Yapton Lane,
Walberton,
West Sussex,
BN18 0AS
Hire & Sales Enquiries
Tel: 01243 558290
Fax: 01243 558298
Exeter
Cofton Road,
Marsh Barton,
Exeter,
Devon, EX2 8QW
Hire & Sales Enquiries
Tel: 01392 273595
Fax: 01392 824039
Truro
Perranwell Station,
Perranwell,
Nr Truro,
Cornwall,
TR3 7LG
Hire & Sales Enquiries
Tel: 01872 870078
Fax: 01872 862045
Deborah Services Ltd
Diamond House, Diamond Business Park, Thornes Moor Road, Wakefield, West Yorkshire, WF2 8PT
Tel: 01924 378222 • Fax: 01924 366250 • Email: quoteme@deborahservices.co.uk
www.deborahservices.co.uk