Placi din vata minerala bazaltica pentru fatade ventilate Rockpanel
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INSTRUCTION
GUIDE
Part of the ROCKWOOL Group
Table of contents
Product properties
Overview product properties .....................................................................
Design advantages .....................................................................................
Installation advantages ...............................................................................
5
6-7
8-9
Working with Rockpanel
Packaging, transport and storage ...............................................................
Get started with Rockpanel boards .............................................................
10
11
Sub-construction
Ventilated facade ........................................................................................
Alternative applications ..............................................................................
Sub-construction materials .........................................................................
12 - 14
15
16 - 17
Fixing
Fixing to timb
er sub-construction ..............................................................
Fixing to aluminium sub-construction ........................................................
Fixing to steel sub-construction .................................................................
Tension-free fixing ......................................................................................
Fixing guidelines ........................................................................................
18 - 20
21
22 - 23
24 - 25
26 - 43
Board joints, corner solutions and bending
Board joints ................................................................................................
Corner solutions .........................................................................................
Bending and curving ..................................................................................
Guidelines seamless installation .................................................................
44
44
45
4
5
Details
Facade ........................................................................................................
Roofline ......................................................................................................
Detailing .....................................................................................................
Page
3
48 - 62
63 - 64
65
Overview product properties
Properties
Value
Unit
Standard
Mechanical
Modulus of elasticity
A2
≥ 4740
N/mm2
EN 310
Characteristic bending strength f05
A2
≥ 25.5
N/mm2
EN 310 & EN 1058
Modulus of elasticity
Durable
4015
N/mm2
EN 310
Characteristic bending strength f05
Durable
≥ 27
N/mm2
EN 310 & EN 1058
Modulus of elasticity
Uni
3567
N/mm2
EN 310
Characteristic bending strength f05
Uni
≥ 24
N/mm2
EN 310 & EN 1058
Modulus of elasticity
Ply
3065
N/mm2
EN 310
Characteristic bending strength f05
Ply
≥ 15
N/mm2
EN 310 & EN 1058
Optical
Colour stability (5000 hours; Xe
non test)
Rockpanel Colours / Lines2
3-4 or better
Greyscales
EN 20105-A02
Rockpanel Colours (PP) Woods / Stones /
Metals / Chameleon / Premium
4 or better
Greyscales
EN 20105-A02
Rockpanel Uni
3 or better
Fire
Fire classification
Euroclass B-s2,d0 (Durable/Ply/Uni)*
EN 13501-1
Euroclass A2-s1,d0 (A2)*
Physical
Nominal density
Nominal mass of surface
A2
1250
kg/m3
Durable
1050
kg/m3
Uni
Ply
1050
1000
kg/m3
kg/m3
A2
9 mm: 11.25
kg/m2
Premium A2
11 mm: 13.75
kg/m2
Durable
6 mm: 6.3
kg/m2
Durable
8 mm: 8.4
kg/m2
Uni
6 mm: 6.3
kg/m2
Ply
8 mm: 8
kg/m2
Vapour permeability Sd
Rockpanel Colours
1.8
m
at 23°C and 85% RH
Rockpanel with ProtectPlus **
3.5
m
Dimensional stability
Dimension stability arising from changes in temperature
A2
Expansion due to moisture between conditions of 23°C/50% RH and
23°C/95% RH
9.7
mm/m∙K
Durable
10.5
mm/m∙K
Uni
10.5
mm/m∙K
Ply
9.7
mm/m∙K
A2
0.206
mm/m
Durable
0.302
mm/m
Uni
0.303
Ply
0.241
mm/m
mm/m
(after 4 days)
* Depending on the sub-construction. For more information please contact us.
** With the exception of Rockpanel Metals Aluminium White and Aluminium Grey and all Rockpanel Chameleon boards (Sd value > 3,5).
Page
5
EN 323
EN-ISO 12572
EN 438-2
EN 438-2
Product
properties
Design advantages
Unique by nature
The sustainable board material
Rockpanel is - like all
ROCKWOOL products produced from the natural raw
material basalt. This is the
volcanic rock from which all
ROCKWOOL products derive
their unique properties.
Colour stable
Bending and curving
Rockpanel boards are treated with a water-based
coating that maintains their appearance, colour and
finish for years to come. The table below shows the
performance of the Rockpanel boards after a weathering test of 3000 and 5000 hours. This represents the
weathering on a vertical south-facing facade.
The ProtectPlus coating is applied as standard on
Rockpanel Premium, Woods, Stones, Metals
and
Chameleon.
The boards can easily be curved and bent in any form
you require, supporting your freedom of expression
and creativity. The advised minimum bending radius is
determined by the bending strength of Rockpanel
boards, assuming that the board is bent lengthwise.
See page 45 for more information.
Colour stability
Product
Value
3000 hours
Value
5000 hours
Unit
Premium
4-5
4 or better
Greyscale
Colours
4
3-4 or better
Greyscale
Colours (ProtectPlus)
4-5
4 or better
Greyscale
Woods
4-5
4 or better
Greyscale
Stones
4-5
4 or better
Greyscale
Metals
4-5
4 or better
Greyscale
Chameleon
4-5
4 or better
Greyscale
Lines2
4
3-4 or better
Greyscale
Uni
-
3 or better
Greyscale
Standard: EN 20105-A02
Page
6
Dimensionally stable
Fire safety
Non-directional
Dimensional stability, or resistance to changes in
length and width, is determined by a material’s tendency to expand as a result of temperature and/or
moisture (moisture absorption). The
unique composition of Rockpanel means that the boards are virtually
immune to dimensional change caused by temperature or relative humidity.
See page 45 for guidelines on seamless installation.
Rockpanel board material has been tested extensively
and is classified as a fire safe building material. In case
of fire, the stone wool structure remains fully intact and
there will be absolutely no drop formation and the risk
of fire spreading is prevented.
The boards are minimum B-s2,d0 classified and are
also available in A2-s1,d0.
For all medium and high rise buildings we recommend
the use of our A2 grade boards (A2-s1,d0).
Check national regulations for information on fire
barriers.
The Rockpanel boards are non-directional. The appearance of the board is the same regardless of the
orientation in which it is mounted. This guarantees
more efficient and swifter installation since fitting is
simplified and waste reduced. Therefore during processing there is no marking of installation directi
on
required.
Please note this applies only to Rockpanel Uni,
ÂColours, Metals and Chameleon.
Horizontal and vertical joints
Rockpanel
RP
Product
Fire class*
Standard
Durable
B-s1,d0
EN 13501-1
A2
A2-s1,d0
EN 13501-1
* Depending on the sub-construction. For more information please
contact us.
5mm
10mm
HPL/FCB
Linear elongation due to temperature fluctuation
Rockpanel (10,5 . 10-3)
Concrete (12 . 10-3)
Fibre cement board (15 . 10-3)
Always in matching colours
The RAL colours of Rockpanel can be matched to
window frames or other building elements. Facade
finishing and paintwork in compatible RAL colour can
therefore give your building a smooth and seamless
look.
HPL (27 . 10-3)
3∙10-3 mm/
m∙K
9 ∙10-3 mm/ 15 ∙10-3 mm/ 21∙10-3 mm/ 27∙10-3 mm/
m∙K
m∙K
m∙K
m∙K
Page
7
A corner solution for every building
For every corner Rockpanel offers the right solution.
Use a corner profile in exactly the same RAL colour, or
simply touch up paint for the edge
s if required. For the
real craftsman you can achieve a perfect corner finish
using a mitre saw.
See page 44 for the possibilities.
Installation advantages
Insensitive to moisture
Detailing on the building site
With Rockpanel boards moisture problems are history.
Rockpanel is insensitive to moisture and temperature
so does not require edge treatment. Moisture will not
change the mechanical or optical properties.
With Rockpanel you can complete detailing quickly
and easily. Finishing the edges to protect them from
moisture is not necessary.
Working with standard tools
Fixing with nails
Rockpanel can be worked using standard carpentry
tools. It is easier and much faster to work than other
board materials. Easy to saw to size and install without
pre-drilling again avoiding risks and costly site delays.
With Rockpanel you can fix the boards with nails on
the building site. The discreet nail heads in a compatible RAL colour ensure a beautiful end result.
Butt joints
Fixing witho
ut pre-drilling
Rockpanel is dimensionally stable, and therefore
resistant to changes in length and width arising from
changes in temperature and humidity. This guarantees
a sleek result without joints.
See page 45 for the conditions of seamless installation.
Unlike other board materials, Rockpanel boards are
dimensionally stable. Pre-drilling is not required but
recommended when fixing the boards on a timber
frame using Rockpanel screws.
Strong and flexible
Rockpanel combines the advantages of stone and
wood in one product. It is as durable as stone and can
be worked as easily as wood. A curved facade can
easily be installed.
Light-weight
With Rockpanel board material you can work more
quickly and easily. The boards are considerably lighter
than other board materials. A standard Rockpanel
board weighs only 8,4 kg/m2, making it easy to handle
on site.
Rockpanel (8 mm)
HPL (8 mm)
Fibre cement (8 mm)
5 kg/m2
10 kg/m2
15 kg/m2
Page
8
Working with
Rockpanel
Packaging, transport
and storage
Rockpanel is a light-weight, decorative external cladding product which weighs less than many other board
materials. The products should always be handled with
care by taking the following guidelines into account:
Site handling
Individual panels must be lifted off the stack, not
pulled or pushed, and carried upright;
rotective foam membranes should be placed beP
tween the sheets again to protect the surface layer.
Storage in warehouse and
building site
Store the board material in dry, flat, frost-proof and
protected conditions;
Store on flat pallets and place the pallets on a level
foundation. Preferably with PE-foil as an underlay;
Make sure that the board material does not have
direct contact with the floor;
Never stack more than two pallets high;
During storage, the board material can be more
affected by moisture and night-time cooling
than when installed. Before installing, the boards
will need some time to allow any moisture and
condensation to evaporate.
Page
10
Protective film
ost boards in the range are covered by a film to
M
protect the decorative finish. Site measurements can
also be marked on this film to aid the installation
process. Rockpanel Natural, Rockpanel Ply, Rockpanel
Lines2 and Rockpanel Metals (Aluminium White and
Aluminium Grey) are delivered without protective film.
Handling of these boards needs extra attention.
emove the protective film:
R
- after mounting, if attaching mechanically with
screws or manual nailing;
- before priming the board for adhesive bonding;
- before installing when using a pneumatic hammer.
Get started with
Rockpanel boards
Working with Rockpanel boards
The light-weight of Rockpanel boards allow for easy
and quick installation. It also does not require any
special tooling.
Drilling
Equipment
Hand saw, e.g. a hard point saw.
Safety guidelines
Circular saw, e.g. a fine-toothed Widia/
Tungsten Carbide saw blad, for example
a blade with 48 teeth and a diameter of
300 mm.
se a dus
t mask (type P2).
U
Use standard safety spectacles to protect the eyes
from dust.
Wear gloves during sawing.
Fretsaw, e.g. a fine-toothed saw blade
for metal or a saw blade with tungsten
coating.
For additional information see the ‘Health and
safety’ documentation on our website.
Indoor sawing
Use dust-reducing sawing equipment in combination
with an extraction hood in a well-ventilated room.
Pre-drilling can be done with a
HSS-steeldrill.
re-drilling of Rockpanel boards is not required but
P
recommended. Screw holes (Ø 3.2 mm) or holes for
nailing (Ø 2.5 mm) can be pre-drilled with a
HSS-steeldrill.
With rivets, fixed anchorages are advised to be
drilled at Ø 5.2 mm and a sliding attachment with
Ø 8 mm. Predrilling can be done with a HSS-steeldrill.
When fixing Rockpanel Lines2 10 mm Rockpanel
recommends the use of flat headed screws or
manual nailing with ring shank nails. When using
2.1/2.3 x 27 mm ring shank nails pre-drilling to Â
Ø 2 mm is recommended. When us
ing 3.5 x 30 mm
stainless steel flat headed screws, pre-drilling to
Ø 3.5 mm is recommended and also drilling to
countersink the flathead.
Outdoor sawing
Position the saw installation so that the wind blows
away any dust from the sawing.
Use dust-reducing sawing equipment if possible.
Always immediately clean the dust after cutting and
drilling.
Sawing
Standard tools can be used for sawing Rockpanel
boards or making penetrations and cut-outs in the
board material. In general the boards should be sawn
with the decorative side facing upwards and with the
protective film still in place. It is advised that when
cutting boards with a hand-held circular saw the
decorative side is facing downwards. Ensure that there
is a clean, smooth surface for doing this.
Page
11
No edge finishing
rotecting sawn edges from moisture is not
P
needed with Rockpanel boards.
Chamfering is easy using the reverse (non-decorative) side of a leftover Rockpanel strip to
lightly sand and edge.
If required
for aesthetic reasons the side edges
can be painted in a corresponding RAL/NCS
colour. Without finishing the edges naturally age
within several months to a grey-brown colour.
Subconstruction
Ventilated facade
Rockpanel boards are applied as a ventilated facade
cladding. A ventilated facade is a secondary defence
system, also known as rainscreen. Ventilated facades
built with Rockpanel boards counterbalance the effects
of moisture, help to lower energy consumption both
during summer and winter time, and make a positive
contribution to healthy, safe and enjoyable living
places thanks to their aesthetic design together with
fantastic climatic and fire safety properties.
Ventilated facades, whether they are with open or
closed construction, need to have sufficient ventilation
openings. For proper ventilation, the sub-construction
must have ventilation openings of at least 5000 mm2
per meter of the length. The openings must be made
at both the top and bottom of the cladding. The size
o
f the openings should be between 5 and 10 mm
wide. It is advised to apply the anti-insect mesh to
prevent insects and rodents from entering the ventilation cavity. The depth of the ventilated cavity should
be at least 20 mm. In case of using timber battens the
cavity needs to be 28 mm.
Open facade
The open system works with open joints, whereby a
small amount of rainwater may enter the cavity behind
the panels. Any penetrating water will either drain away
or be removed by the airflow in the cavity. In addition it
must be ensured that the air cavities on different
elevations of a building are separated from each other
by cavity closers, so that there is no increase in wind
load (see drawing).
To be able to calculate the fixing distances as with open
joints (which means reducing the wind load with pressure equalisation and achieving wider fixing distances),
application needs to be done according the following
pre-conditions:
See drawing.
5 mm ≤ horizontal open joints ≤ 8 mm.
Ope
n joints represent ≥ 0,10 % of the total surface.
avity closers should be used to prevent accumulation
C
of wind loads (see also drawing above).
avity should be at least 40 mm deep
C
(maximum 100 mm).
V-resistant breathable membrane (in case of timber
U
sub-construction).
Page
12
91
Vertical joints
Horizontal joints
> 5 mm
> 5 mm
The vertical joints are automatically
closed by the
backing of the vertical sub-construction. To ensure the
durability of the timber, the vertical battens
must be > 5 mm
> 5 mm
When using open joints in a timber construction,
well protected against rain water. This can be done
the structure behind the vertical batten should be
with a UV- and weather-resistant EPDM gasket that is
protected with a breathable, water repellent and
15 mm wider on both sides than the framework. It can
UV resistant membrane. The cavity between the
also be done with a strip of Rockpanel, which acts as
Rockpanel board and
the breathable
membrane
Horizontale Horizontale
H
orizontale
Horizontale
Horizontale
geschlossene
Fuge
Horizontale
o eneHorizontale
Fuge Horizontale
Horizontale
Horizontale
geschlossene
Fuge
Horizontale
o ene
Fuge Horizontale
Horizontale
Horizontale
Horizontale
gasket
to protect
the battens.Horizontale
geschlossene
Fuge
geschlossene
o ene Fuge
should be minimum 28 mm or greater. It would be
geschlossene Fuge
geschlossene
Fuge
o ene Fuge
geschlossene
Fuge
geschlossene
o ene Fuge
geschlossene
Fuge
geschlossene
Fuge
oFuge
ene Fuge
beneficial to have a cavity between
40 - 100
mm
to
make use of pressure and to prevent penetration of
excessive rainwater. For those panel systems requiring NHBC approval, a cavity of 38 mm is required.
> 5 mm
Horizontale offene Fuge
vertikalen Latten mit einer diffusionsoffenen Folie zu schützen,
wobei der Hohlraum hier mindestens 20 mm betragen muß.
Typischerweise stimmt die Tiefe der Hinterlüftungsebene überein
mit der Dicke der Lattung, z. B. 28 mm oder 36 mm. Die Folie
soll diffusionsoffen, wasserabw
eisend und UV-beständig sein.
vertikalen Latten mit einer diffusionsoffenen Folie zu schützen,
wobei der Hohlraum hier mindestens 20 mm betragen muß.
Typischerweise stimmt die Tiefe der Hinterlüftungsebene überein
mit der Dicke der Lattung, z. B. 28 mm oder 36 mm. Die Folie
soll diffusionsoffen, wasserabweisend und UV-beständig sein.
With an open facade, the horizontal joints should have
a joint of a minimum 5 mm and maximum 8 mm width.
Horizontale offene Fuge
> 5 mm
o ene Fuge
o ene Fuge
geschlossene Fuge
> 5 mm
Vertikale Fuge
Vertikale Fuge
Vertikale Fuge
Vertikale Fuge
Vertikale offene Fuge
Vertikale offene Fuge
Horizontale
Horizontale
geschlossene
Fuge
Horizontale
geschlossene o
Fuge ene Fuge
Horizontale
Horizontale
Horizontale
geschlossene Fuge
geschlossene Fuge
> 5 mm
Vertikale Fuge
V
>5m
Vertikale geschlossene Fuge
geschlossene Fuge
hlossene Fuge
ale
sene Fuge
> 5 mm
Vertikale geschlossene Fuge
Horizontale
Horizontale
Horizontale
Aluminium sub-con
struction,
open
horizontal
joint
geschlossene
Fuge
o ene
Fuge
geschlossene
FugeHorizontale
Horizontale
Horizontale
Horizontale
Horizontale
geschlossene
Fuge Horizontale o ene Fuge Horizontale
Horizontale
Timber sub-construction,
open horizontal joint
Horizontale gesch
VertikaleVertikale
Fuge* Fuge*
geschlossene Fuge
o ene Fuge
o ene Fuge
Page
13
Vertikale Fuge
> 5 mm
> 5 mm
Aluminium sub-construction,
vertical joint solution
Horizontale geschlossene Fuge
5 mm
> 5-8>mm
vertical joint solution with
EPDM gasket > 5 mm
Horizontale offene Fuge
mm
>>
5-85 mm
Horizontale geschlossene Fuge
5 mm
Vertikale >
Fuge*
Vertikale Fuge*
> 5 mm
Fuge
VertikaleVertikale
Fuge
Timber sub-construction,
Das Rockpanel-Handbuch
Vertikale Fuge* Vertikale Fuge*
Horizontale offene Fuge
> 5 mmertikale Fuge
ertikale Fuge
Vertikale Fuge
Horizontale offene Fuge
Vertikale Fuge
Horizontale geschlossene Fuge
Dämmstoff entsprechend DIN-EN 1316291
zu wählen ist, z. B.
Rockwool Fixrock mit einem m
ittleren Raumgewicht von
43 kg/m3.
ith an aluminium construction Rockpanel recomW
mends a cavity depth of 40 - 100 mm. The insulation
should comply with the standard BS-EN 13162 e.g.
ROCKWOOL Rainscreen Duoslab.
Horizontale geschlossene Fuge
Horizontale
Horizontale
Horizontale
Horizontale
Horizontale
Horizontale
geschlossene
geschlossene
o ene Fuge
geschlossene
Fuge Fugegeschlossene
Fuge Fuge
o ene Fuge
ontale
hlossene Fuge
chlossene Fuge
91
Das Rockpanel-Handbuch
Das Rockpanel-Handbuch
mit einer diffusionsoffenen Folie zu schützen,
aum hier mindestens
20 mmFuge
betragen muß.
Vertikale
timmt die Tiefe der Hinterlüftungsebene überein
r Lattung, z. B. 28 mm oder 36 mm. Die Folie
en, wasserabweisend und UV-beständig sein.
Dämmstoff entsprechend DIN-EN 13162 zu wählen ist, z. B.
Rockwool Fixrock mit einem mittleren Raumgewicht von
43 kg/m3.
Horizontale offene Fuge
> 5 mm > 5 mm
Horizontale geschlossene Fuge
Das Rockpanel-Handbuch
91
91
Das Rockpanel-Handbuch
> 5 m
m
Vertical joints
> 5 mm
Horizontale
geschlossene
Fuge
Horizontale
Horizontale
Horizontale
Horizo
o ene
Vertikale Fuge
Horizontal joints
> 5 mm
Vertikale Fuge
Horizontale
Closed facade
geschlossene FugeHorizontale
Horizontale geschlossene
Fuge Horizontale o ene Fuge Horizontale
Horizontale
> 5 mm
Horizontale offene Fuge
Horizontale offene Fuge
> 5 mm
vertikalen Latten mit einer diffusionsoffenen Folie zu schützen,
wobei der Hohlraum hier mindestens 20 mm betragen muß.
Typischerweise stimmt die Tiefe der Hinterlüftungsebene überein
mit der Dicke der Lattung, z. B. 28 mm oder 36 mm. Die Folie
soll diffusionsoffen, wasserabweisend und UV-beständig sein.
Subconstruction
vertikalen Latten mit einer diffusionsoffenen Folie zu schützen,
wobei der Hohlraum hier mindestens 20 mm betragen muß.
Typischerweise stimmt die Tiefe der Hinterlüftungsebene überein
mit der Dicke der Lattung, z. B. 28 mm oder 36 mm. Die Folie
soll diffusionsoffen, wasserabweisend und UV-beständig s
ein.
> 5 mm
> 5>mm
5 mm
geschlossene
geschlossene
Fuge
Fuge
Vertikale Fuge
Vertikale Fuge
geschlossene
geschlossene
Fuge
Fuge
Vertikale Fuge
Horizontale
Horizontale
Horizontale
Horizontale
Horizontale
Horizontale
Fuge
Fuge
geschlossene
geschlossene
Fuge
Fuge
oo ene
ene
Fuge
Fuge
Timber sub-construction with
Horizontale
Horizontale
Horizontale
Horizontale
Horizontale
Horizontale
geschlossene
Fuge
o ene
Fuge
Horizontale
Horizontale
Horizontale
Horizontale
ntale
Horizontale
Horizontale
le
Horizontale
closed (left) and semi-closed
o oene
ene
Fuge
Fuge
ssene Fuge
geschlossene
o ene
Fuge
geschlossene
eschlossene
Fuge
Fuge Fuge
oo ene
ene
Fuge
Fuge
Vertikale
Vertikale
Fuge*
Fuge*
rtikale Fuge
rtikale Fuge
Vertikale
VertikaleFuge
Fuge
>>5>5mm
5mm
mm
Aluminium
sub-construction
Horizontale
Horizontale
geschlossene
geschlossene
Fuge
Fuge
Horizontale
geschlossene
with closed
horizontal
joint Fuge
(right) horizontal joint
o ene Fuge
le Fuge
orizontale geschlossene Fuge
orizontale g
eschlossene Fuge
ene Fuge
Timber sub-construction,
vertical joint solution with
EPDM gasket
Page
14
> 5>mm
5 mm
Vertikale
Vertikale
Fuge
Fuge
Vertikale Fuge*
5 - 8 mm
Aluminium sub-construction,
vertical joint solution
> 5 mm
Vertikale Fuge
Vertikale offene Fuge
Vertikale Fuge
Vertikale offene Fuge
Horizontale offene Fuge
Horizontale offene Fuge
Vertikale Fuge*
> 5 mm
Vertikale Fuge*
Vertikale geschlossene Fuge
> 5 mm
5 - 8 mm
Vertikale Fuge*
Horizontale
geschlossene Fuge
Vertikale geschlossene Fuge
5 - 8 mm
Vertikale Fuge*
Horizontale geschlossene Fuge
Horizontale offene Fuge
Horizontale offene Fuge
> 5 mm > >5 5mm
mm
Vertikale Fuge
Horizontale geschlossene Fuge
Vertikale Fuge
>>55mm
mm
Vertikale Fuge
Horizontale
geschlossene Fuge
ertikale Fuge
ertikale Fuge
> 5 mm
Horizontale geschlossene Fuge
durability of the timber, the vertical battens must be
well protected against rain water. This can be done
with a UV- and weather-resistant EPDM gasket or a
str
ip of Rockpanel. With a closed joint, the gasket
does not need to protrude.
Dämmstoff entsprechend DIN-EN 13162 zu wählen ist, z. B.
Rockwool Fixrock mit einem mittleren Raumgewicht von
43 kg/m3.
Dämmstoff entsprechend DIN-EN 13162 zu wählen ist, z. B.
Rockwool Fixrock mit einem mittleren Raumgewicht von
43 kg/m3.
closed). Thus the rainwater is drained off as much as
possible on the outer side of the cladding. The supporting structure must be ventilated. For example
retaining a 20 mm cavity width behind the cladding
and 5 mm continuous opening (or equivalent slots) at
top and bottom. Further, ventilation must be provided
in vertical runs exceeding 20 m. For those panel
systems requiring NHBC approval, a cavity of 38 mm is
required. For timber sub-construction a cavity of 28
mm is required, in regards to the minimal thickness of
the batten.
Horizontale geschlossene Fuge
geschlossene
Fuge
geschlossene Fuge
o ene Fuge
Horizontale
Horizontale
Horizontale
Horizontale geschlossene
F
uge Horizontale o ene
Fuge Horizontale
Horizontale
Horizontale
geschlossene
Fuge
geschlossene
Fuge
oFugeene Fuge
> Fuge
5 mm
geschlossene
geschlossene
o ene
For a closed facade the horizontal joints are closed
The vertical joints are automatically closed by the Fuge
geschlossene
Fuge
geschlossene
Fuge
o
ene
Fuge
with a profile, usually a chair or nose profile (semibacking of the vertical sub-construction. To ensure the
Alternative
applications
Thanks to its unique characteristics and the vapouropen structure of Rockpanel Colours (without a
ProtectPlus layer) this product can be used in specific
situations in non-ventilated structures. In situations
where the pre-conditions can easily be fulfilled, for
example such as infill panels and dormers, the absence
of a cavity can allow for thicker insulation which leads
to a lower U-value.
See page 65 for technical detailing.
Pre-conditions for non-ventilated
applications
interior climate with a maximum vapour pressure of 1320 Pa (normal h
ousing and office
buildings i.e. no swimming pools or factories);
the sum of the Sd-values of the materials on the
inside of the structure down to the insulation
should add up to at least 10 m, this value can
be achieved with a 0.15 mm thick PE-membrane as vapour barrier and drywall;
the sum of the Sd-values of the materials on the
outside of the structure down to the insulation
should add up to less than 2.5 m;
the inside of the stucture should be airtight
so that no warm air, containing moisture, can
penetrate through the structure;
the attachments of the boards to the structure
should be watertight, so that no rainwater or
cleaning water can get behind the cladding.
This means that horizontal joints between the
Rockpanel boards are not allowed. Vertical
joints can be applied but should abut at a
timber batten covered with a 3 mm x 60 mm
soft adhesive EPDM foam gasket;
can be applied on small surfaces and as infill
panels;
Page
15
o
nly Rockpanel Colours without ProtectPlus
can
be used in this application. The Sd-value from
Rockpanel Colours without ProtectPlus is 1.8 m.
If you are unsure whether the construction meets
these conditions, please contact Rockpanel:
www.rockpanel.co.uk/contact.
Subconstruction
Sub-construction
materials
Aluminium sub-construction
Rockpanel boards can be applied to sub-constructions
made of timber, aluminium or steel. For detailed
information about sub-construction materials, please
consult the European Technical Assessment (ETA) of
the relevant Rockpanel product and your sub-construction supplier.
Timber sub-construction
4
1
5
3
2
6
3
2
≥ 45 mm
≥ 70 mm
5
3
Timber stud walls and timber battens fixed to masonry
walls should be constructed in accordance with BS EN
1995-1-1 and preservative treated in accordance with
EN 335 and BS 8417. Studding and framing should be
adequately supported by noggings to ensure rigidity.
Where timber stud walls or battens are treated with
cuprous preservatives, care must be taken t
o ensure
that sufficient time is allowed for the preservative to
properly condition before the cladding is fixed.
≥ 28 mm
≥ 28 mm
2
6
3
2
Page
16
When Rockpanel boards are applied to aluminium
sub-construction the following requirements should be
met:
The aluminium alloy is AW-6060 according to
BS EN 755-2:
- Rm/Rp0,2 value is 170/140 for profile T6
- Rm/Rp0, 2 value is 195/150 for profile T66
The minimum thickness of the profile is
1.5 mm.
Steel sub-construction
The minimum thickness of the vertical steel profiles
is either 1.0 mm (steel quality is S320GD +Z EN 10346
number 1.0250, or equivalent for cold forming), or
1.5 mm (steel quality EN 10025-2:2004 S235JR
number 1.0038).
The minimum coating thickness (Z or ZA) is determined
by the corrosion rate (amount of corrosion loss in
thickness per year) which depends on the specific
outdoor atmospheric environment. The Zinc Life Time
Predictor can be used to calculate the Corrosion Rate
in μm/y for a Z coating: http://www.
galvinfo.com:8080/
zclp/ [copyright The International Zinc association].
The coating designation (classification which determines the coating mass) shall be agreed between the
contractor and the building owner. Alternatively, a hot
dip galvanized coating according to EN ISO 1461 can
be used.
Fixing
Rockpanel can be installed with a broad range of
fixings; nails, rivets, screws as well as a certified fire
safe and invisible concealed fixing system (Euroclass
A2-s1,d0) and adhesive system (Euroclass B-s2,d0). All
are suitable and mechanically tested to be applied in
combination with our board material.
Always ensure with the fixings supplier the suitability of
their fixings to meet the technical requirements of
Rockpanel as documented in the Declaration of
Performance (DoP). Always check that fixings are
suitable for the design and its associated performance
requirements. It is further recommended to use only
coloured fixings with a durable finish. Working with
fixings from other manuf
acturers should be carried out
according to their recommendations, their supervision.
Screw head used with other board materials
Rockpanel screw (small head)
Fastening Rockpanel boards to timber sub-construction is carried out with:
echanical fixings: corrosion resistant nails and
M
screws;
ockpanel EasyFix clip is used for a ship lap
R
construction
Special nails and screws are used for our tongueand -groove panels Lines2 10 mm
Adhesive installation system (with an intermediate
Rockpanel strip with specified finish)
Fastening to aluminium sub-construction is carried out
with:
Corrosion resistant rivets for aluminium
Adhesive installation system
Concealed fixing
Fastening to steel sub-construction is carried out with:
Corrosion resistant rivets for steel
Screws for steel
Rockpanel nail (nearly invisible)
Mechanical fasteners, gaskets, adhesives with primers,
strips for bonding, and sub-construction profiles are
specified by the ETA-holder. For more information see
the product
data sheet or consult the appropriate ETA,
available on our website.
Page
18
Fixing to timber
sub-construction
EasyFix Clip; for a ship lap
construction
Mechanical fixing to timber
Screwing
Mechanical fixing to timber can be
carried out with:
Rockpanel ring shank nails (stainless
steel material number 1.4401 or
1.4578) 2.7/2.9 x 32 mm (flat-top).
Rockpanel High Performance nails
(stainless steel material number
1.4401 or 1.4578) 2.7/3.1 x 35 mm
(flat top)
Rockpanel Torx screws (stainless
steel material number 1.4401 or
1.4578) 4.5 x 35 mm. Nail heads in
the same RAL colour combine
perfectly with the RAL colour of the
board material.
Rockpanel board material can be fixed mechanically
with nails or screws. With a timber subframe and
mechanical fastening with screws, Pre-drilling of the
Rockpanel boards is not required but recommended.
Screw holes (Ø 3.2 mm) can be pre-drilled with a
HSS-steeldrill.
The boards can be mechanically installed on the
construction site.
Rockpanel
has developed a secret
fixing system for cladding boards in
8 mm using a mouning spacer called
Rockpanel EasyFix. The EasyFix clip
allows a simple and stress free
assembly by acting as a guide to
locate the screw fixings.
Screw Ø 9.6 mm (head diameter)
Rockpanel board sizes
Nailing
Rockpanel nails can be attached with either a nylon
hammer or nail gun. Pre-drilling is not required but
recommended. Holes for nailing holes (Ø 2.5 mm) can
be pre-drilled with a HSS-steeldrill.
For a perfect match to the board material, the nail and
screw heads can be provided with a RAL/NCS colour
coating.
Nail Ø 6.0 mm (head diameter)
Page
19
Gross width (b)
Effective width (bw)
285 - 340 mm
b - 60 mm
Fixing
Adhesive installation on Rockpanel
strips on timber sub-construction
In collaboration with Rockpanel,
Bostik has developed a firesafe
(B-s2,d0) European certified
adhesive system compatible with
European Technical Assessments
of Rockpanel, Rockpanel Tack-S.
For more information, see th
e
product data sheet or consult the appropriate ETA
(e.g. for Durable ETA-07/0141). If you wish to use an
alternative adhesive system, always verify that the
chosen system meets the requirements for application
with Rockpanel. If using another adhesive system, the
adhesive supplier becomes responsible for certification
and guarantee. The quality of the adhesive installation
is partly determined by the weather conditions during
application. For more information refer to theadhesive
supplier.
Rockpanel Lines2 10 tongue-and-groove panels
The Lines2 10 tongue-and-groove panels can be
fixed invisibly by means of Rockpanel ring shank
nails or flat-top screws, which results in a traditional
tongue-and-groove effect.
Type
Panel width
Working panel width
Rockpanel Lines2 S10
164 mm
146 mm
Rockpanel Lines2 XL10
295 mm
277 mm
Fixing Rockpanel Lines2
Rockpanel Lines2 are tongue-and-groove cladding
boards suitable for horizontal application in ventilated
constructions. The panels are avai
lable in a small (S)
and an extra wide (XL) version. The thickness available
is 10 mm. Rockpanel Lines2 can be applied with:
Rockpanel ring shank nails (stainless steel material
number 1.4401 or 1.4578) 2.1/2.3 x 27 mm (flat-top).
Stainless steel flat-top screws of 3.5 x 30 mm with a
head diameter of Ø 6.6 mm. The tongue should be
predrilled with a steel drill Ø 3.5 mm and the hole for
the flat-top screw head should be sunk with a countersink bore. The top of the screw head should be
level with the surface of the tongue. Tension in the
mounting of the tongue can be avoided by tightening to an appropriate level and by ensuring they are
driven into the batten in a true fashion.
Page
20
Lines2 S 10
Lines2 XL 10
Fixing to aluminium
sub-construction
Mechanical fixing to aluminium
sub-construction with rivets
Adhesive installation on
aluminium sub-construction
Concealed fixing to
aluminium sub-construction
For the mounting of Rockpanel on
aluminium load-bearing sections,
Ø 14 mm
AP14-50180-S flat-topped
aluminium rivets can be used:
In collaboration with Rockpanel,
Bostik has developed a fire safe
(Euroclass B-s2,d0) European
certified adhesive system compatible
with European Technical Assessments
of Rockpanel, Rockpanel Tack-S. For
more information, see the product
data sheet or consult the appropriate
ETA (e.g. for Durable ETA-07/0141). If you wish to use
an alternative adhesive system, always verify that the
chosen system meets the requirements for application
with Rockpanel. If using another adhesive system, the
adhesive supplier becomes responsible for certification
and guarantee. The quality of the adhesive installation
is partly determined by the weather conditions
during application. For more information, refer to the
adhesive supplier.
For mounting of Rockpanel
Premium boards with invisible
concealed fixing on aluminium
load-bearing sections TU-S 6x13
blind fastener is used for secret
fixing clip in thickness of 5 mm
or TU-6x11 blind fastener for
fi
xing clip in thickness of 3 mm.
Body of blind fastener is made of stainless steel
material number 1.4401 in accordance with EN 10088,
with electro-galvanised carbon steel mandrel.
Material EN AW-5019 in
conformity with EN 755-2.
aterial number of the rivet 1.4541 in conformity
M
with EN 10088.
When installing Rockpanel boards on aluminium
load-bearing sections, fixed points, slotted holes and
moving points should be applied.
Page
21
See ETA-18/0883 or contact Rockpanel for more
information.
Fixing
Fixing to steel
sub-construction
Mechanical fixing to steel
sub-construction with rivets
Mechanical fixing to steel
sub-construction with screws for steel
For the mounting of Rockpanel on
steel load-bearing sections, either
EN 10088 (no 1.4578) rivets, head
diameter 15 mm, body diameter 5
mm, head colour coated, or EN
10088 (no 1.4567) rivets, head
diameter 14 mm, body diameter 5
mm, head colour coated, can be
used. For correct fixing, a riveting tool with rivet spacer
must be use
d.
For the mounting of Rockpanel on
steel load-bearing sections, steel
EJOT screws JT6-FR-3-5,5x35 and
JT6-FR-3-5,5x25 can be used.
When installing Rockpanel boards on steel loadbearing sections, fixed points, slotted holes and
moving points should be applied.
Page
22
Fixing
Tension-free fixing
Cladding boards have to be mounted free from
tension. In the event of tension e.g. as a result of
difference in elongation between a metal sub-construction and the cladding boards, fixed points, slotted
hole and moving points must be applied.
Fixed points, slotted hole and moving points can be
applied in several ways. Boards can be applied with 2
fixed points and several moving points or in a combination of 1 fixed point, 1 or 2 slotted holes and several
moving points. The next section will show the several
possibilities.
Key fixing possibilities:
MP = Moving point, Ø according ETA
FP = Fixed point or fixed point created by
sleeve, Ø according ETA
SP = Slotted point or slotted point
created
by sleeve, Ø according ETA
Principle fixed points and moving points
Each panel, no matter what size, will have 2 fixed
points or 1 fixed point combined with 1 or 2 slotted
points. The fixed points and slotted points support the
weight of the panel and ensure the panel stays in
position. All others will be moving points.
Page
24
Correct application of the slotted point and
moving point:
It is important to prevent clamping of the fastener.
Clamping by over-tight rivets can be prevented by
the use of a rivets spacer. The rivet spacer ensures a
0,3 mm distance between the head of the rivet and
the surface of the Rockpanel board by which the
rivet easily can move in the moving points.
asteners located in slotted holes or moving points
F
must be able to move. Therefore it’s important to
position the fastener exactly in the middle of the
slotted hole or moving point. To ensure the fastener
is exactly in the middle a centre tool or centre drill
can be used.
ixed points are a
rranged in the centre of the facade
F
panel if possible, if possible symmetrically and are
always close to a horizontal centre-line of the plate.
Tip for simple and quick installation
Holes for fixed points, moving points and slotted
points can be drilled directly in the board or in the
event of slotted hole created with a router. Alternatively, all holes can be drilled as moving point after which a
sleeve will be used to narrow the hole and to create
the fixed points or slotted points. Different sleeves are
available for fixed points and slotted points. In the
event of using sleeves it should be considered that the
maximum distance between a fixed point and a side
sleeve (sleeve used in the slotted point) is limited to
600 mm. For correct application of the sleeves a
proper positioning tool should be used.
The examples below are given for a correct vertical or horizontal orientated application.
Examples by vertical orientated boards > 8 mm:
Examples by horizontal orientated boards
> 8 mm:
Figure 1:
Combination fixed point and slotted points
Figure 3:
Combination fixed point and slotted points in
symmetric way
Figure 2:
Combination of 2 fixed points
Figure 5:
Combination of fixed and slotted point in
asymmetric way
Page
25
Figure 4:
Combination fixed points and slotted point
in symmetric way
Fixing
Fixing guidelines
In this section the mounting guidelines and maximum
fixing distances are indicated for facade panels,
tongue and groove panels and gutter trims on timber
support structures and for facade elements on aluminium support structures on the basis of boundary conditions, data and material properties.
The fixing distances are shown for 6 mm, 8 mm Durable grade boards and 6 mm, 8 mm Uni grade boards.
For all medium and high rise buildings, we recommend the use of our A2 grade boards (A2-s1,d0).
Project specific calculations are available on request.
The fixing distances for Rockpanel Lines² tongue and
groove panels give the maximum permitted buildi
ng
height for attachment to timber support structures.
aR1
Distances between fastening points
The table below shows the maximum fixing distances
at a vertical timber sub-construction or aluminium
sub-construction in accordance with ETA-07/0141,
ETA-08/0343 for Durable boards and ETA-17/0619,
ETA-17/0620 for Uni boards.
Rockpanel Durable 6 mm
Fastening system
Maximum span (b)
Maximum distance between
Fasteners (a)
Rockpanel screw
400 mm
300 mm
Rockpanel ring shank nail
480 mm
300 mm
Fastening system
Maximum span (b)
Maximum distance between
Fasteners (a)
Rockpanel screw
600 mm
600 mm
Rockpanel ring shank nail
600 mm
400 mm
Rivet
600 mm
600 mm
Rockpanel Durable 8 mm*
Adhesive system: The maximum span between the adhesive beads at an 8 mm board
will be 600 mm (b)
b
* Maximum distances are not applicable for Rockpanel Natural.
aR2
a
Rockpanel Uni 6 mm
Edge distance aR1 (board thickness ≤ 8 mm) : 15 mm
(board thickness ≥ 9 mm) : 20 mm
Edge distances aR2 ≥
50 mm
Page
26
Fastening system
Maximum span (b)
Maximum distance between
Fasteners (a)
Rockpanel screw
400 mm
300 mm
Rockpanel ring shank nail
480 mm
300 mm
?
Determining the fixing distances
The following steps should be followed to determine
the fixing distances:
Determine the design wind load
- define wind zone
- define terrain category
- define area on the facade
zone A for corner area and B for middle area (take
into account the rules in standard EN 1991-1-4, if
unknown or facades are very small use zone A as
normative value)
- look up in the table the design wind load in kN/m²
Determine the fixing distances
- choose the correct table by:
- static load absorption, for example 1-field span (b)
or 2-field span (b)
- type of board and thickness (e.g. Durable 8 mm)
- fastnening system
- look up the preferred span - combine with the wind
load of step 1: result is the fixing distance between
the fasteners
Take into account local requirements.
Horizontal applications
If Rockpanel board material is used horizontally, for
example in a ceiling application, the specific weight of
the board must be taken into account in the calculation of the fixing distances. As a rule of thumb, the
fixing distances can be multiplied by 0.75.
Fixing
Basic wind velocity (m/s)
Wind
A = Corner area
B = Area between the corners
h = Total building height
A
Wind
D
E
A
This map is an indication of the fundamental basic wind
velocity according to BS-EN 1991-1-4. If you are unsure
which zone the building is located please contact Rockpanel.
Page
28
B
C
Design wind load (calculation value Fd = Frep * γ F ) in kN/m² at building height ≤ 10 m
Value of fundamental basic wind velocity vb,map (m/s)
United Kingdom
28
Zone
Terrain
category - Country
Terrain category Town located
10-100 km upwind
to shoreline
Distance upwind
to shoreline (km)
Distance building
into town (km)
A
26
B
A
25
B
A
23
B
A
22
B
A
B
≤ 0.1 to 1 km
-2.6
4
-1.76
-2.28
-1.52
-2.11
-1.41
-1.78
-1.19
-1.63
-1.09
1 to 10 km
-2.57
-1.71
-2.22
-1.48
-2.05
-1.37
-1.73
-1.16
-1.59
-1.06
10 to 100 km
-2.33
-1.55
-2.01
-1.34
-1.85
-1.24
-1.57
-1.05
-1.44
-0.96
≥ 100 km
-2.18
-1.46
-1.88
-1.26
-1.74
-1.16
-1.47
-0.98
-1.35
-0.90
≤ 0.4 km
-2.33
-1.55
-2.01
-1.34
-1.85
-1.24
-1.57
-1.05
-1.44
-0.96
0.4-1 km
-2.31
-1.54
-1.99
-1.33
-1.84
-1.23
-1.56
-1.04
-1.43
-0.95
1-5 km
-2.14
-1.43
-1.84
-1.23
-1.71
-1.14
-1.44
-0.96
-1.32
-0.88
≥ 5 km
-1.92
-1.28
-1.66
-1.11
-1.53
-1.02
-1.30
-0.87
-1.19
-0.79
Note: Building height ≤ 10 m / Site altitude ≤ 50 m
When determining the fixing distances the following variables should be taken into account:
Wind load
- Determine the fundamental local basic wind velocity (map)
- Determine the maximum height of the building (max. 10 m)
- Determine the site altitude (max 50 m)
- Determine the distance from the coast
- Dete
rmine the distance to the town border
- No frontline buildings (coast)
Building area: zone A (corner area) or zone B (area between corners). For details see the figure below
Type of board, thickness and fastening system
Static load absorption, for example 1-field- or 2-field span
Legal local requirements
Page
29
Calculation
examples:
fixing
distances
Durable
aR1
Coated Rockpanel Durable boards, 8 mm thickness
Determining the fixing distances (screw, nail, rivet):
b
aR2
aM
aR
- ETA-07/0141
- Cavity closers (on the corners of the building)
- Maximum deflection of the panels 0.75 %
- Thickness gasket max. 0.5 mm
- Quality timber battens: ≥ C18, service class 2 according EN 1995-1-1
- Nail length 32 mm
- aR1 ≥ 15 mm
- aR2 ≥ 50 mm
- If the table shows no fixing distance (-) or building height > 10 m, please contact Rockpanel for the possibilities and specific advice.
- Not applicable for Rockpanel Natural.
Edge distance aR1 (board thickness ≤ 8 mm) : 15 mm
(board thickness
≥ 9 mm) : 20 mm
Edge distance aR2 ≥ 50 mm
Maximum fixing distance (mm) screws aM for different c.t.c. distances (b) of the vertical sub-construction (kmod: 0,90 / 1.00 / 1,10)
aR1
b
aM
Durable 8 mm
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
600
600
600
565
515
470
435
–
–
–
–
–
–
–
–
–
–
500
600
600
600
600
565
520
485
450
425
400
375
355
340
320
310
295
400
600
600
600
600
600
600
600
565
530
500
470
445
425
405
385
370
300
600
600
600
600
600
600
600
600
600
600
600
595
565
540
515
490
aR2
aR
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
b
(mm)
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
Maximum fixing distance (mm) nails aM (length 32 mm) for different c.t.c. distances (b) of the vertical sub-construction (kmod: 1.10)
aR1
b
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
600
185
165
150
135
125
115
–
–
–
500
225
200
180
165
15
0
135
125
120
110
400
280
250
225
205
185
170
160
150
140
300
375
335
300
275
250
230
215
200
185
aR2
aM
aR
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
b
(mm)
-1.40
-1.50
-1.60
-1.70
Durable 8 mm
-1.80
-1.90
2.00
-2.10
2.20
-2.30
–
–
–
–
–
–
–
105
100
–
–
–
–
–
130
125
115
110
105
100
–
175
165
155
150
140
135
130
Maximum fixing distance (mm) rivets aM for different c.t.c. distances (b) of the vertical sub-construction
aR1
b
aR2
aR
aM
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Durable 8 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
600
600
600
600
600
580
535
–
–
–
–
–
–
–
–
–
–
500
600
600
600
600
600
600
595
555
520
490
465
440
415
395
380
360
400
600
600
600
600
600
600
600
600
600
600
580
550
520
495
475
450
300
600
600
600
600
600
600
600
600
600
600
60
0
600
600
600
600
600
Page
30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
aR1
Coated Rockpanel Durable boards, 6 mm thickness
Determining the fixing distances (screw, nail):
b
aR2
aM
aR
- ETA-08/0343
- Cavity closers (on the corners of the building)
- Maximum deflection of the panels 0.75 %
- Thickness gasket max. 0.5 mm
- Quality timber battens: ≥ C18, service class 2 according EN 1995-1-1
- Nail length 32 mm
- aR1 ≥ 15 mm
- aR2 ≥ 50 mm
- If the table shows no fixing distance (-) or building height > 10 m, please contact Rockpanel for the possibilities and specific advice.
aR1
Maximum fixing distance (mm) screws aM for different c.t.c. distances (b) of the vertical sub-construction (kmod: 0,90 / 1.00 / 1,10)
b
aR2
aM
aR
aR1
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Durable 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
400
300
300
300
300
300
300
300
300
300
300
–
–
–
–
–
–
300
300
300
300
300
300
300
300
300
300
300
300
3300
300
300
300
300
-1.80
-1.90
2.00
-2.10
2.20
-2.30
Maximum fixing distance (mm) nails aM (length 32 mm) for different c.t.c. distances (b) of the vertical sub-construction (kmod: 1.10)
b
aR2
aR
Edge distance aR1 (board thickness ≤ 8 mm) : 15 mm
(board thickness ≥ 9 mm) : 20 mm
Edge distance aR2 ≥ 50 mm
aM
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Durable 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
400
300
300
290
265
240
225
205
195
180
170
–
–
–
–
–
–
300
300
300
300
300
300
300
275
260
240
225
215
205
195
185
175
165
Page
31
-1.80
-1.90
2.00
-2.10
2.20
-2.30
Calculation
examples:
fixing
distances
Durable
aR1
Coated Rockpanel Durable boards, 8 mm thickness
Determining the fixing distances (screw, nail, rivet):
b
aR2
a
- ETA-07/0141
- Cavity closers (on
the corners of the building)
- Maximum deflection of the panels 0.75 %
- Thickness gasket max. 0.5 mm
- Quality timber battens: ≥ C18, service class 2 according EN 1995-1-1
- Nail length 32 mm
- aR1 ≥ 15 mm
- aR2 ≥ 50 mm
- If the table shows no fixing distance (-) or building height > 10 m, please contact Rockpanel for the possibilities and specific advice.
- Not applicable for Rockpanel Natural.
Edge distance aR1 (board thickness ≤ 8 mm) : 15 mm
(board thickness ≥ 9 mm) : 20 mm
Edge distance aR2 ≥ 50 mm
Maximum fixing distance (mm) screws a for different c.t.c. distances (b) of the vertical sub-construction (kmod: 0,90 / 1.00 / 1,10)
aR1
b
Durable 8 mm
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
600
565
545
525
480
435
390
–
–
–
–
–
–
–
–
–
–
500
565
545
525
519
495
480
450
410
380
350
325
305
285
265
250
235
400
565
545
525
510
495
480
470
460
450
440
430
405
380
355
335
315
300
565
545
525
510
495
480
470
460
450
440
430
420
420
420
400
400
aR2
a
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
b
(mm)
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
Maximum fixing distance (mm) nails a (length 32 mm) for different c.t.c. distances (b) of the vertical sub-construction (kmod: 1.10)
b
(mm)
aR1
b
aR2
a
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
-1.40
-1.50
-1.60
-1.70
Durable 8 mm
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.80
-1.90
2.00
600
370
320
275
240
215
190
–
–
–
–
–
–
–
500
400
400
350
310
275
245
220
200
180
165
150
135
125
400
400
400
400
400
370
335
305
275
255
230
215
195
180
300
400
400
400
400
400
400
400
400
370
345
320
275
275
-2.10
2.20
-2.30
–
–
–
115
105
–
170
155
145
260
240
225
Maximum fixing distance (mm) rivets a for different c.t.c. distances (b) of the vertical sub-construction
aR1
aR2
a
b
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Durable 8 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
600
565
545
525
510
495
480
–
–
–
–
–
–
–
–
–
–
500
565
545
525
510
495
480
470
460
450
440
425
415
390
365
345
325
400
565
545
525
510
495
480
470
460
450
440
425
425
415
410
405
400
300
565
545
525
510
495
480
470
460
450
440
425
425
415
410
405
400
Page
32
aR1
Coated Rockpanel Durable boards, 6 mm thickness
Determining the fixing distances (screw, nail):
b
aR2
a
- ETA-08/0343
- Cavity closers (on the corners of the building)
- Maximum deflection of the panels 0.75 %
- Thickness gasket max. 0.5 mm
- Quality timber battens: ≥ C18, service class 2 according EN 1995-1-1
- Nail length 32 mm
- aR1 ≥ 15 mm
- aR2 ≥ 50 mm
- If the table shows no fixing distance (-) or building height
> 10 m, please contact Rockpanel for the possibilities and specific advice.
Edge distance aR1 (board thickness ≤ 8 mm) : 15 mm
(board thickness ≥ 9 mm) : 20 mm
Edge distance aR2 ≥ 50 mm
Maximum fixing distance (mm) screws a for different c.t.c. distances (b) of the vertical sub-construction (kmod: 0,90 / 1.00 / 1,10)
aR1
b
aR2
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Durable 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
400
300
300
300
300
300
300
300
300
300
300
–
–
–
–
–
–
300
300
300
300
300
300
300
300
300
300
300
300
3300
300
300
300
300
a
-1.80
-1.90
2.00
-2.10
2.20
-2.30
Maximum fixing distance (mm) nails a (length 32 mm) for different c.t.c. distances (b) of the vertical sub-construction (kmod: 1.10)
aR1
aR2
a
b
b
(mm)
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Durable 6 mm
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.
50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
400
300
300
300
300
300
300
300
300
290
265
–
–
–
–
–
–
300
300
300
300
300
300
300
300
300
300
300
300
300
300
295
280
260
Page
33
aR1
Calculation
examples:
fixing
distances
Durable
b
aR2
Coated Rockpanel Durable boards, 8 mm thickness
Determining the fixing distances (screw, nail, rivet):
a
- ETA-07/0141
- Cavity closers (on the corners of the building)
- Maximum deflection of the panels 0.75 %
- Thickness gasket max. 0.5 mm
- Quality timber battens: ≥ C18, service class 2 according EN 1995-1-1
- Nail length 32 mm
- aR1 ≥ 15 mm
- aR2 ≥ 50 mm
- If the table shows no fixing distance (-) or building height > 10 m, please contact Rockpanel for the possibilities and specific advice.
- Not applicable for Rockpanel Natural.
aR1
Maximum fixing distance (mm) screws a for different c.t.c. distances (b) of the vertical sub-construction (kmod: 0,90 / 1.00 / 1,10)
b
aR2
a
aR1
b
(mm)
a
-0.90
-1.00
Durable 8 mm
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
600
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
500
600
600
600
600
–
–
–
–
–
–
–
–
–
–
–
–
400
600
600
600
600
600
600
580
570
560
540
540
530
480
455
435
415
300
600
600
600
600
600
600
580
570
560
540
540
530
520
510
500
490
b
(mm)
a
aR2
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
-0.80
Maximum fixing distance (mm) nails a (length 32 mm) for different c.t.c. distances (b) of the vertical sub-construction (kmod: 1.10)
b
aR2
aR1
Edge distance aR1 (board thickness ≤ 8 mm) : 15 mm
(board thickness ≥ 9 mm) : 20 mm
Edge distance aR2 ≥ 50 mm
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
-0.80
-0.90
-1.00
Durable 8 mm
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
600
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
500
400
400
400
400
–
–
–
–
–
–
–
–
–
–
–
–
400
400
400
400
400
400
400
400
375
355
330
315
295
280
270
255
245
300
400
400
400
400
400
400
400
400
400
400
400
390
365
355
340
325
Maximum fixing distance (mm) rivets a for different c.t.c. distances (b) of the vertical sub-construction
b
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Durable 8 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
600
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
500
600
600
600
600
–
–
–
–
–
–
–
–
–
–
–
–
400
600
600
600
600
600
600
580
570
560
540
540
530
520
510
500
490
300
600
600
600
600
600
600
580
580
560
540
540
530
520
510
500
490
Page
34
aR1
b
aR2
Coated Rockpanel Durable boards, 6 mm thickness
Determining the fixing distances (screw, nail):
a
- ETA-08/0343
- Cavity closers (on the corners of the building)
- Maximum deflection of the panels 0.75 %
- Thickness gasket max. 0.5 mm
- Quality timber battens: ≥ C18, service class 2 according EN 1995-1-1
- Nail length 32 mm
- aR1 ≥ 15 mm
- aR2 ≥ 50 mm
- If the table shows no fixing distance (-) or building height > 10 m, please contact Rockpanel for the possibilities and specific advice.
aR1
b
aR2
a
aR1
aR2
a
b
Edge distance aR1 (board thickness ≤ 8 mm) : 15 mm
(board thickness ≥ 9 mm) : 20 mm
Edge distance aR2 ≥ 50 mm
Maximum fixing distance (mm) screws a for different c.t.c. distances (b) of the vertical sub-construction (kmod: 0,90 / 1.00 / 1,10)
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Durable 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
400
300
300
–
–
–
–
–
–
–
–
–
–
–
–
–
–
300
300
300
300
300
300
300
300
300
300
300
300
3300
300
300
300
300
Maximum fixing distance (mm) nails a (length 32 mm) for different c.t.c. distances (b) of the vertical sub-construction (kmod: 1.10)
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Durable 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
400
300
300
–
–
–
–
–
–
–
–
–
–
–
–
–
–
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
Page
35
Calculation
examples:
fixing
distances
Durable
aR1
Coated Rockpanel Durable boards, 8 mm thickness
Determining the fixing distances (screw, nail, rivet):
b
aR2
a
- ETA-07/0141
- Cavity closers (on the corners of the building)
- Maximum deflection of the panels 0.75 %
- Thickness gasket max. 0.5 mm
- Quality timber
battens: ≥ C18, service class 2 according EN 1995-1-1
- Nail length 32 mm
- aR1 ≥ 15 mm
- aR2 ≥ 50 mm
- If the table shows no fixing distance (-) or building height > 10 m, please contact Rockpanel for the possibilities and specific advice.
- Not applicable for Rockpanel Natural.
Edge distance aR1 (board thickness ≤ 8 mm) : 15 mm
(board thickness ≥ 9 mm) : 20 mm
Edge distance aR2 ≥ 50 mm
Maximum fixing distance (mm) screws a for different c.t.c. distances (b) of the vertical sub-construction (kmod: 0,90 / 1.00 / 1,10)
aR1
b
aR2
a
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Durable 8 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
600
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
500
570
545
525
510
–
–
–
–
–
–
–
–
–
–
–
–
400
570
545
525
510
495
480
470
460
450
440
430
420
420
410
400
400
300
570
545
525
510
495
480
470
460
450
440
430
420
420
410
400
400
Maximum fixing distance (mm) nails a (length 32 mm) for different c.t.c. distances (b) of the vertical sub-construction (kmod: 1.10)
aR1
b
aR2
a
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Durable 8 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
600
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
500
400
400
400
400
–
–
–
–
–
–
–
–
–
–
–
–
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
300
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
Maximum fixing distance (mm) rivets a for different c.t.c. distances (b) of the vertical sub-construction
aR1
aR2
a
b
b
(mm)
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
-0.80
-0.90
-1.00
Durable
8 mm
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
600
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
500
570
545
525
510
–
–
–
–
–
–
–
–
–
–
–
–
400
570
545
525
510
495
480
470
460
450
440
435
425
420
410
400
400
300
570
545
525
510
495
480
470
460
450
440
435
425
420
410
400
400
Page
36
aR1
Coated Rockpanel Durable boards, 6 mm thickness
Determining the fixing distances (screw, nail):
aR2
a
- ETA-08/0343
- Cavity closers (on the corners of the building)
- Maximum deflection of the panels 0.75 %
- Thickness gasket max. 0.5 mm
- Quality timber battens: ≥ C18, service class 2 according EN 1995-1-1
- Nail length 32 mm
- aR1 ≥ 15 mm
- aR2 ≥ 50 mm
- If the table shows no fixing distance (-) or building height > 10 m, please contact Rockpanel for the possibilities and specific advice.
aR1
a
aR2
a
Edge distance aR1 (board thickn
ess ≤ 8 mm) : 15 mm
(board thickness ≥ 9 mm) : 20 mm
Edge distance aR2 ≥ 50 mm
Maximum fixing distance (mm) screws a for different c.t.c. distances (b) of the vertical sub-construction (kmod: 0,90 / 1.00 / 1,10)
b
aR2
aR1
b
b
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Durable 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
400
300
300
–
–
–
–
–
–
–
–
–
–
–
–
–
–
300
300
300
300
300
300
300
300
300
300
300
300
3300
300
300
300
300
Maximum fixing distance (mm) nails a (length 32 mm) for different c.t.c. distances (b) of the vertical sub-construction (kmod: 1.10)
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Durable 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
400
300
300
–
–
–
–
–
–
–
–
–
â€
“
–
–
–
–
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
Page
37
Calculation
examples:
fixing
distances
Uni
aR1
Coated Rockpanel Uni boards, 6 mm thickness
Determining the fixing distances (screw, nail):
b
aR2
aM
aR
- ETA-17/0619
- Cavity closers (on the corners of the building)
- Maximum deflection of the panels 0.75 %
- Thickness gasket max. 0.5 mm
- Quality timber battens: ≥ C18, service class 2 according EN 1995-1-1
- Nail length 32 mm
- aR1 ≥ 15 mm
- aR2 ≥ 50 mm
- If the table shows no fixing distance (-) or building height > 10 m, please contact Rockpanel for the possibilities and specific advice.
aR1
Maximum fixing distance (mm) screws aM for different c.t.c. distances (b) of the vertical sub-construction (kmod: 0,90 / 1.00 / 1,10)
b
aR2
aM
aR
aR1
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Uni 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.
90
2.00
-2.10
2.20
-2.30
400
300
300
300
300
300
300
300
300
295
–
–
–
–
–
–
–
300
300
300
300
300
300
300
300
300
295
300
260
245
235
225
215
205
Maximum fixing distance (mm) nails aM (length 32 mm) for different c.t.c. distances (b) of the vertical sub-construction (kmod: 1.10)
b
aR2
aR
Edge distance aR1 (board thickness ≤ 8 mm) : 15 mm
(board thickness ≥ 9 mm) : 20 mm
Edge distance aR2 ≥ 50 mm
aM
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Uni 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
400
300
300
290
265
240
225
205
195
180
–
–
–
–
–
–
–
300
300
300
290
265
240
225
205
195
180
170
160
150
145
135
130
125
Page
38
aR1
Coated Rockpanel Uni boards, 6 mm thickness
Determining the fixing distances (screw, nail):
b
aR2
a
- ETA-17/0619
- Cavity closers (on the corners of t
he building)
- Maximum deflection of the panels 0.75 %
- Thickness gasket max. 0.5 mm
- Quality timber battens: ≥ C18, service class 2 according EN 1995-1-1
- Nail length 32 mm
- aR1 ≥ 15 mm
- aR2 ≥ 50 mm
- If the table shows no fixing distance (-) or building height > 10 m, please contact Rockpanel for the possibilities and specific advice.
Edge distance aR1 (board thickness ≤ 8 mm) : 15 mm
(board thickness ≥ 9 mm) : 20 mm
Edge distance aR2 ≥ 50 mm
Maximum fixing distance (mm) screws a for different c.t.c. distances (b) of the vertical sub-construction (kmod: 0,90 / 1.00 / 1,10)
aR1
b
aR2
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Uni 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
400
300
300
300
300
300
300
300
300
300
–
–
–
–
–
–
–
300
300
300
300
300
300
300
300
300
300
275
255
235
220
205
–
–
a
Maximum fixing dist
ance (mm) nails a (length 32 mm) for different c.t.c. distances (b) of the vertical sub-construction (kmod: 1.10)
aR1
aR2
a
b
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Uni 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
400
300
300
300
300
300
300
295
270
245
–
–
–
–
–
–
–
300
300
300
300
300
300
300
295
270
245
225
210
190
175
165
–
–
Page
39
Calculation
examples:
fixing
distances
Uni
aR1
aR2
Coated Rockpanel Uni boards, 6 mm thickness
Determining the fixing distances (screw, nail):
a
- ETA-17/0619
- Cavity closers (on the corners of the building)
- Maximum deflection of the panels 0.75 %
- Thickness gasket max. 0.5 mm
- Quality timber battens: ≥ C18, service class 2 according EN 1995-1-1
- Nail length 32 mm
- aR1 ≥ 15 mm
- aR2 ≥ 50 mm
- If the table shows no fixing distance (-) or building height > 10 m, please contact R
ockpanel for the possibilities and specific advice.
aR1
b
aR2
a
aR1
aR2
a
b
b
Edge distance aR1 (board thickness ≤ 8 mm) : 15 mm
(board thickness ≥ 9 mm) : 20 mm
Edge distance aR2 ≥ 50 mm
Maximum fixing distance (mm) screws a for different c.t.c. distances (b) of the vertical sub-construction (kmod: 0,90 / 1.00 / 1,10)
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Uni 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
400
300
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
Maximum fixing distance (mm) nails a (length 32 mm) for different c.t.c. distances (b) of the vertical sub-construction (kmod: 1.10)
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Uni 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
400
300
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
Page
40
aR1
Coated Rockpanel Uni boards, 6 mm thickness
Determining the fixing distances (screw, nail):
aR2
a
- ETA-17/0619
- Cavity closers (on the corners of the building)
- Maximum deflection of the panels 0.75 %
- Thickness gasket max. 0.5 mm
- Quality timber battens: ≥ C18, service class 2 according EN 1995-1-1
- Nail length 32 mm
- aR1 ≥ 15 mm
- aR2 ≥ 50 mm
- If the table shows no fixing distance (-) or building height > 10 m, please contact Rockpanel for the possibilities and specific advice.
aR1
a
aR2
a
Edge distance aR1 (board thickness ≤ 8 mm) : 15 mm
(board thickness ≥ 9 mm) : 20 mm
Edge distance aR2 ≥ 50 mm
Maximum fixing distance (mm) screws a for different c.t.c. distances (b) of the vertical sub-construction (kmod: 0,90 / 1.00 / 1,10)
b
aR2
aR1
b
Design
wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Uni 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
400
300
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
300
300
300
300
300
300
300
300
300
300
300
300
300
300
295
290
285
Maximum fixing distance (mm) nails a (length 32 mm) for different c.t.c. distances (b) of the vertical sub-construction (kmod: 1.10)
b
Design wind load on Rockpanel board (Fd = Frep * γ F ) in kN/m²
Uni 6 mm
b
(mm)
-0.80
-0.90
-1.00
-1.10
-1.20
1.30
-1.40
-1.50
-1.60
-1.70
-1.80
-1.90
2.00
-2.10
2.20
-2.30
400
300
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
300
300
300
300
300
300
300
300
300
300
300
300
300
300
295
290
285
Page
41
Tongue and groove cladding boards
Calculation
examples:
fixing
distances
Lines2
Maximum fixing distances for Rockpanel Lines2 on a
timber sub-construction
Rockpanel Lines2 10 mm
- Location in country
- Distance from coast > 10 km
- Site altitude ≤ 50 m
- Strength class timber sub-construction C24 according EN338
- Aluminium sub-construction according ETA
- aR1 ≥ 15 mm, aR2 = 15, aR3 ≥ 20 mm
a R2
aR3
aR1
Maximum permissible building height (m) Lines2 10 mm with a 2-field span, fixed using a double
Rockpanel ring shank nail, 2,1/2,3 x 27 mm at the intermediate battens.
Basic wind velocity
Span c.t.c. (mm)
Lines2 10 XL
Zone B:
Middle area
22 m/s
a R2
aR1
aR3
23 m/s
24 m/s
25 m/s
26 m/s
Lines2 10 S
Zone A:
Corner area
Zone B:
Middle area
Zone A:
Corner area
600
30
10
30*
30*
500
30*
20
30*
30*
600
20
7
30*
30
500
30*
15
30*
30*
600
15
7
30*
20
500
30
15
30*
30*
600
10
5
30*
15
500
20
10
30*
30*
600
7
-
30
10
500
15
7
30*
30*
If the table shows no fixing distance (-), contact Rockpanel for the possibilities and specific advice.
For applications <
10 km from the coast, also at higher site altitudes and higher wind speeds, Rockpanel should be consulted.
The specification of the Rockpanel screw and rivet should be in accordance with the appropriate ETA.
* Higher buildings not calculated. Contact Rockpanel for advice
Page
42
Tongue and groove cladding boards
Maximum fixing distances for Rockpanel Lines2 on a timber sub-construction
Rockpanel Lines2 10 mm
aR1
- Location in country
- Distance from coast > 10 km
- Site altitude ≤ 50 m
- Strength class timber sub-construction C24 according EN338
- Aluminium sub-construction according ETA
- aR1 ≥ 15 mm, aR2 = 15, aR3 ≥ 20 mm
aR2
Maximum permissible building height (m) Lines2 10 mm with a 2-field span, fixed using a single
Rockpanel ring shank nail, 2,1/2,3 x 27 mm at the intermediate battens.
Basic wind velocity
22 m/s
aR1
aR2
23 m/s
24 m/s
25 m/s
26 m/s
Span c.t.c. (mm)
Lines2 10 XL
Lines2 10 S
Zone B:
Middle area
Zone A:
Corner area
600
-
500
5
600
Zone
10 km from the coast, also at higher site altitudes and higher wind speeds, Rockpanel should be consulted.
The specification of the Rockpanel screw and rivet should be in accordance with the appropriate ETA.
* Higher buildings not calculated. Contact Rockpanel for advice
Page
42
Tongue and groove cladding boards
Maximum fixing distances for Rockpanel Lines2 on a timber sub-construction
Rockpanel Lines2 10 mm
aR1
- Location in country
- Distance from coast > 10 km
- Site altitude ≤ 50 m
- Strength class timber sub-construction C24 according EN338
- Aluminium sub-construction according ETA
- aR1 ≥ 15 mm, aR2 = 15, aR3 ≥ 20 mm
aR2
Maximum permissible building height (m) Lines2 10 mm with a 2-field span, fixed using a single
Rockpanel ring shank nail, 2,1/2,3 x 27 mm at the intermediate battens.
Basic wind velocity
22 m/s
aR1
aR2
23 m/s
24 m/s
25 m/s
26 m/s
Span c.t.c. (mm)
Lines2 10 XL
Lines2 10 S
Zone B:
Middle area
Zone A:
Corner area
600
-
500
5
600
Zone
... ascunde
Alte documentatii ale aceleasi game Vezi toate
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