Black & Decker | EC43B EC43 | ETA-08/0376

European Technical Approval ETA-08/0376
English translation prepared by DIBt - Original version in German language
Powers PURE150-PRO Verbundmörtel mit Ankerstange für Beton
Powers PURE150-PRO injection resin with anchor rod for concrete
Handelsbezeichnung
Trade name
Powers Fasteners Europe
Stanley Black&Decker Deutschland GmbH
Black-&-Decker Str. 40
65510 Idstein
DEUTSCHLAND
Zulassungsinhaber
Holder of approval
Zulassungsgegenstand
und Verwendungszweck
Generic type and use
of construction product
Geltungsdauer:
Validity:
Bonded anchor for use in concrete under static,
quasi-static or seismic action (performance category C1)
vom
from
bis
to
Herstellwerk
Manufacturing plant
Diese Zulassung umfasst
This Approval contains
Diese Zulassung ersetzt
This Approval replaces
Verbunddübel zur Verankerung im Beton unter statischer,
quasi-statischer oder seismischer Einwirkung (Leistungskategorie C1)
4 April 2013
4 April 2018
Powers Fasteners Europe BV
Factory 2, Germany
44 Seiten einschließlich 35 Anhänge
44 pages including 35 annexes
ETA-08/0376 mit Geltungsdauer vom 08.09.2011 bis 03.02.2014
ETA-08/0376 with validity from 08.09.2011 to 03.02.2014
Europäische Organisation für Technische Zulassungen
European Organisation for Technical Approvals
Z14391.13
18.04.2013 / DRAFT / 8.06.01-445/12
European technical approval
ETA-08/0376
English translation prepared by DIBt
Page 2 of 44 | 4 April 2013
I
LEGAL BASES AND GENERAL CONDITIONS
1
This European technical approval is issued by Deutsches Institut für Bautechnik in accordance
with:
-
Council Directive 89/106/EEC of 21 December 1988 on the approximation of laws,
regulations and administrative provisions of Member States relating to construction
products1, modified by Council Directive 93/68/EEC2 and Regulation (EC) N° 1882/2003 of
the European Parliament and of the Council3;
-
Gesetz über das In-Verkehr-Bringen von und den freien Warenverkehr mit Bauprodukten zur
Umsetzung der Richtlinie 89/106/EWG des Rates vom 21. Dezember 1988 zur Angleichung
der Rechts- und Verwaltungsvorschriften der Mitgliedstaaten über Bauprodukte und anderer
Rechtsakte der Europäischen Gemeinschaften (Bauproduktengesetz - BauPG) vom
28. April 19984, as amended by Article 2 of the law of 8 November 20115;
-
Common Procedural Rules for Requesting, Preparing and the Granting of European
technical approvals set out in the Annex to Commission Decision 94/23/EC6;
-
Guideline for European technical approval of "Metal anchors for use in concrete - Part 5:
Bonded anchors", ETAG 001-05.
2
Deutsches Institut für Bautechnik is authorized to check whether the provisions of this European
technical approval are met. Checking may take place in the manufacturing plant. Nevertheless,
the responsibility for the conformity of the products to the European technical approval and for
their fitness for the intended use remains with the holder of the European technical approval.
3
This European technical approval is not to be transferred to manufacturers or agents of
manufacturers other than those indicated on page 1, or manufacturing plants other than those
indicated on page 1 of this European technical approval.
4
This European technical approval may be withdrawn by Deutsches Institut für Bautechnik, in
particular pursuant to information by the Commission according to Article 5(1) of Council
Directive 89/106/EEC.
5
Reproduction of this European technical approval including transmission by electronic means
shall be in full. However, partial reproduction can be made with the written consent of Deutsches
Institut für Bautechnik. In this case partial reproduction has to be designated as such. Texts and
drawings of advertising brochures shall not contradict or misuse the European technical
approval.
6
The European technical approval is issued by the approval body in its official language. This
version corresponds fully to the version circulated within EOTA. Translations into other
languages have to be designated as such.
1
Official Journal of the European Communities L 40, 11 February 1989, p. 12
Official Journal of the European Communities L 220, 30 August 1993, p. 1
Official Journal of the European Union L 284, 31 October 2003, p. 25
Bundesgesetzblatt Teil I 1998, p. 812
Bundesgesetzblatt Teil I 2011, p. 2178
Official Journal of the European Communities L 17, 20 January 1994, p. 34
2
3
4
5
6
Z14391.13
18.04.2013 / DRAFT / 8.06.01-445/12
European technical approval
ETA-08/0376
English translation prepared by DIBt
Page 3 of 44 | 4 April 2013
II
SPECIFIC CONDITIONS OF THE EUROPEAN TECHNICAL APPROVAL
1
Definition of product/ products and intended use
1.1
Definition of the construction product
The "Powers PURE150-PRO Injection resin with anchor rod for concrete" is a bonded anchor
consisting of a cartridge with injection mortar Powers PURE150-PRO and a steel element. The
steel elements are commercial threaded rods according to Annex 3 in the range of M 8 to M 30,
reinforcing bar according to Annex 4 in the range of Ø 8 to Ø 32 or threaded sleeves with
internal thread according to annex 5 size M 8 to M 20.
The steel element is placed into a drilled hole filled with injection mortar and is anchored via the
bond between metal part, injection mortar and concrete.
An illustration of the product and intended use is given in Annexes 1 and 2.
1.2
Intended use
The anchor is intended to be used for anchorages for which requirements for mechanical
resistance and stability and safety in use in the sense of the Essential Requirements 1 and 4 of
Council Directive 89/106 EEC shall be fulfilled and failure of anchorages made with these
products would cause risk to human life and/or lead to considerable economic consequences.
Safety in case of fire (Essential Requirement 2) is not covered in this European technical
approval.
The anchor is to be used only for anchorages subject to static or quasi-static actions in
reinforced or unreinforced normal weight concrete of strength classes C20/25 at minimum and
C50/60 at most according to EN 206:2000-12.
The anchor may be used in cracked or non-cracked concrete.
The anchor may be installed in dry or wet concrete or in flooded holes.
The anchor with threaded rods or rebar may also be used under seismic action (anchor
performance category C1).
The anchor may be used in the following temperature ranges:
Temperature range I:
-40 °C to +40 °C
Temperature range II:
-40 °C to +60 °C
Temperature range III:
-40 °C to +72 °C
(max long term temperature +24 °C and
max short term temperature +40 °C)
(max long term temperature +43 °C and
max short term temperature +60 °C)
(max long term temperature +43 °C and
max short term temperature +72 °C)
Elements made of zinc coated steel:
The element made of zinc plated or hot dipped galvanised steel may only be used in structures
subject to dry internal conditions.
Elements made of stainless steel A4:
The element made of stainless steel 1.4401 or 1.4571 may be used in structures subject to dry
internal conditions and also in structures subject to external atmospheric exposure (including
industrial and marine environment), or exposure to permanently damp internal conditions, if no
particular aggressive conditions exist. Such particular aggressive conditions are e.g. permanent,
alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor
swimming pools or atmosphere with extreme chemical pollution (e.g. in desulphurization plants
or road tunnels where de-icing materials are used).
Z14391.13
18.04.2013 / DRAFT / 8.06.01-445/12
European technical approval
ETA-08/0376
English translation prepared by DIBt
Page 4 of 44 | 4 April 2013
Elements made of high corrosion resistant steel:
The element made of high corrosion resistant steel 1.4529 or 1.4565 may be used in structures
subject to dry internal conditions and also in structures subject to external atmospheric
exposure, in permanently damp internal conditions or in other particular aggressive conditions.
Such particular aggressive conditions are e. g. permanent, alternating immersion in seawater or
the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with
chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are
used).
Elements made of reinforcing bars:
Post-installed reinforcing bars may be used as anchor designed in accordance with the EOTA
Technical Report TR 029 or CEN/TS 1992-4:2009. Such applications are e.g. concrete overlay
or shear dowel connections or the connections of a wall predominantly loaded by shear and
compression forces with the foundation, where the reinforcing bars act as dowels to take up
shear forces. Connections with post-installed reinforcing bars in concrete structures designed in
accordance with EN1992-1-1:2004 are not covered by this European technical approval.
The provisions made in this European technical approval are based on an assumed working life
of the anchor of 50 years. The indications given on the working life cannot be interpreted as a
guarantee given by the producer, but are to be regarded only as a means for choosing the right
products in relation to the expected economically reasonable working life of the works.
2
Characteristics of the product and methods of verification
2.1
Characteristics of the product
The anchor corresponds to the drawings and provisions given in the Annexes. The characteristic
material values, dimensions and tolerances of the anchor not indicated in the Annexes shall
correspond to the respective values laid down in the technical documentation7 of this European
technical approval.
The characteristic values for the design of anchorages are given in the Annexes.
The two components of the injection mortar are delivered in unmixed condition in side-by sidecartridges of sizes 385 ml, 585 ml or 1400 ml according to Annex 2. Each cartridge is marked
with the imprint "Powers PURE150-PRO", with processing notes, charge code, storage life,
hazard code and curing- and processing time depending on temperature.
Elements made of reinforcing bars shall comply with the specifications given in Annex 4.
Internal threaded sleeves shall comply with the specifications given in Annex 5.
The marking of embedment depth for threaded rods and rebar may be done on jobsite.
2.2
Methods of verification
The assessment of fitness of the anchor for the intended use in relation to the requirements for
mechanical resistance and stability and safety in use in the sense of the Essential
Requirements 1 and 4 has been made in accordance with the "Guideline for European technical
approval of Metal Anchors for Use in Concrete", Part 1 "Anchors in general" and Part 5 "Bonded
anchors", on the basis of Option 1 and ETAG 001 Annex E "Assessment of Metal Anchors under
Seismic Action".
7
The technical documentation of this European technical approval is deposited at the Deutsches Institut für Bautechnik
and, as far as relevant for the tasks of the approved bodies involved in the attestation of conformity procedure, is
handed over to the approved bodies.
Z14391.13
18.04.2013 / DRAFT / 8.06.01-445/12
European technical approval
ETA-08/0376
English translation prepared by DIBt
Page 5 of 44 | 4 April 2013
In addition to the specific clauses relating to dangerous substances contained in this European
technical approval, there may be other requirements applicable to the products falling within its
scope (e.g. transposed European legislation and national laws, regulations and administrative
provisions). In order to meet the provisions of the Construction Products Directive, these
requirements need also to be complied with, when and where they apply.
3
Evaluation and attestation of conformity and CE marking
3.1
System of attestation of conformity
According to the Decision 96/582/EG of the European Commission8 system 2(i) (referred to as
System 1) of the attestation of conformity applies.
This system of attestation of conformity is defined as follows:
System 1: Certification of the conformity of the product by an approved certification body on
the basis of:
(a)
Tasks for the manufacturer:
(1)
factory production control;
(2)
further testing of samples taken at the factory by the manufacturer in accordance
with a prescribed control plan;
(b)
Tasks for the approved body:
(3)
initial type–testing of the product;
(4)
initial inspection of factory and of factory production control;
(5)
continuous surveillance, assessment and approval of factory production control.
Note: Approved bodies are also referred to as "notified bodies".
3.2
3.2.1
3.2.1.1
Responsibilities
Tasks for the manufacturer
Factory production control
The manufacturer shall exercise permanent internal control of production. All the elements,
requirements and provisions adopted by the manufacturer shall be documented in a systematic
manner in the form of written policies and procedures, including records of results performed.
This production control system shall insure that the product is in conformity with this European
technical approval.
The manufacturer may only use initial/raw/constituent materials stated in the technical
documentation of this European technical approval.
The factory production control shall be in accordance with the control plan which is part of the
technical documentation of this European technical approval. The control plan is laid down in the
context of the factory production control system operated by the manufacturer and deposited at
Deutsches Institut für Bautechnik.9
The results of factory production control shall be recorded and evaluated in accordance with the
provisions of the control plan.
8
Official Journal of the European Communities L 254 of 08.10.1996
The control plan is a confidential part of the European technical approval and only handed over to the approved body
involved in the procedure of attestation of conformity. See section 3.2.2.
9
Z14391.13
18.04.2013 / DRAFT / 8.06.01-445/12
European technical approval
ETA-08/0376
English translation prepared by DIBt
3.2.1.2
3.2.2
Page 6 of 44 | 4 April 2013
Other tasks for the manufacturer
The manufacturer shall, on the basis of a contract, involve a body which is approved for the
tasks referred to in section 3.1 in the field of anchors in order to undertake the actions laid down
in section 3.2.2 For this purpose, the control plan referred to in sections 3.2.1.1 and 3.2.2 shall
be handed over by the manufacturer to the approved body involved.
The manufacturer shall make a declaration of conformity, stating that the construction product is
in conformity with the provisions of this European technical approval.
Tasks for the approved bodies
The approved body shall perform the
-
initial type-testing of the product,
-
initial inspection of factory and of factory production control,
continuous surveillance, assessment and approval of factory production control
in accordance with the provisions laid down in the control plan.
The approved body shall retain the essential points of its actions referred to above and state the
results obtained and conclusions drawn in a written report.
The approved certification body involved by the manufacturer shall issue an EC certificate of
conformity of the product stating the conformity with the provisions of this European technical
approval.
In cases where the provisions of the European technical approval and its control plan are no
longer fulfilled the certification body shall withdraw the certificate of conformity and inform
Deutsches Institut für Bautechnik without delay.
-
3.3
CE marking
The CE marking shall be affixed on each packaging of the anchor. The letters "CE" shall be
followed by the identification number of the approved certification body, where relevant, and be
accompanied by the following additional information:
-
the name and address of the holder of the approval (legal entity responsible for the
manufacture),
-
the last two digits of the year in which the CE marking was affixed,
-
the number of the EC certificate of conformity for the product,
-
the number of the European technical approval,
-
the number of the guideline for European technical approval,
-
use category (ETAG 001-1, Option 1, seismic performance category C1),
-
size.
4
Assumptions under which the fitness of the product for the intended use was favourably
assessed
4.1
Manufacturing
The European technical approval is issued for the product on the basis of agreed
data/information, deposited at Deutsches Institut für Bautechnik, which identifies the product that
has been assessed and judged. Changes to the product or production process, which could
result in this deposited data/information being incorrect, should be notified to Deutsches Institut
für Bautechnik before the changes are introduced.
Z14391.13
18.04.2013 / DRAFT / 8.06.01-445/12
European technical approval
ETA-08/0376
English translation prepared by DIBt
Page 7 of 44 | 4 April 2013
Deutsches Institut für Bautechnik will decide whether or not such changes affect the approval
and consequently the validity of the CE marking on the basis of the approval and if so whether
further assessment or alterations to the approval shall be necessary.
4.2
Design of anchorages
The fitness of the anchor for the intended use is given under the following conditions:
The anchorages are designed either in accordance with the
The anchorages are designed in accordance with the
- EOTA Technical Report TR 029 "Design of bonded anchors"10
or in accordance with the
- CEN/TS 1992-4:2009
and EOTA Technical Report TR 045 "Design of Metal Anchors under Seismic Action" under the
responsibility of an engineer experienced in anchorages and concrete work.
Anchorages shall be positioned outside of plastic hinges of the concrete structure. Fastenings in
stand-off installation or with a grout layer under seismic action are not covered by this European
technical approval.
Post-installed reinforcing bars may be used as anchor designed in accordance with the EOTA
Technical Report TR 029 or CEN/TS 1992-4:2009. The basic assumptions for the design
according to anchor theory shall be observed. This includes the consideration of tension and
shear loads and the corresponding failure modes as well as the assumption that the base
material (concrete structural element) remains essentially in the serviceability limit state (either
non-cracked or cracked) when the connection is loaded to failure. Such applications are e.g.
concrete overlay or shear dowel connections or the connections of a wall predominantly loaded
by shear and compression forces with the foundation, where the rebars act as dowels to take up
shear forces. Connections with reinforcing bars in concrete structures designed in accordance
with EN 1992-1-1:2004 (e.g. connection of a wall loaded with tension forces in one layer of the
reinforcement with the foundation) are not covered by this European technical approval.
Verifiable calculation notes and drawings are prepared taking account of the loads to be
anchored.
The position of the anchor is indicated on the design drawings (e.g. position of the anchor
relative to reinforcement or to supports, etc.).
4.3
Installation of anchors
The fitness for use of the anchor can only be assumed if the anchor is installed as follows:
10
Z14391.13
-
anchor installation carried out by appropriately qualified personnel and under the supervision
of the person responsible for technical matters of the site,
-
anchor installation in accordance with the manufacturer’s specifications and drawings using
the tools indicated in the technical documentation of this European technical approval,
-
use of the anchor only as supplied by the manufacturer without exchanging the components,
The Technical Report TR 029 "Design of Bonded Anchors" is published in English on EOTA website www.eota.eu.
18.04.2013 / DRAFT / 8.06.01-445/12
European technical approval
ETA-08/0376
English translation prepared by DIBt
-
Page 8 of 44 | 4 April 2013
commercial standard threaded rods, washers and hexagon nuts may be used if the following
requirements are fulfilled:
•
material, dimensions and mechanical properties of the metal parts according to the
specifications given in Annex 3,
•
confirmation of material and mechanical properties of the metal parts by inspection
certificate 3.1 according to EN 10204:2004, the documents should be stored,
•
marking of the threaded rod with the envisage embedment depth. This may be done by
the manufacturer of the rod or the person on jobsite.
-
embedded reinforcing bars shall comply with specifications given in Annex 4,
-
checks before placing the anchor to ensure that the strength class of the concrete in which
the anchor is to be placed is in the range given and is not lower than that of the concrete to
which the characteristic loads apply,
-
check of concrete being well compacted, e.g. without significant voids,
-
marking and keeping the effective anchorage depth,
-
edge distance and spacing not less than the specified values without minus tolerances,
-
positioning of the drill holes without damaging the reinforcement,
-
drilling by hammer-drilling only,
-
in case of aborted drill hole: the drill hole shall be filled with mortar,
-
cleaning the drill hole in accordance with Annexes 7,
-
during installation and curing of the chemical mortar the anchor component installation
temperature shall be at least 5 °C; the temperature; observing the curing time according to
Annex 7, Table 7 until the anchor may be loaded,
-
for injection of the mortar in bore holes of diameter d0 > 20 mm piston plugs according to
Annex 8 shall be used for overhead or horizontal injection,
-
installation torque moments are not required for functioning of the anchor. However, the
torque moments given in Annex 6 must not be exceeded.
5
Recommendations concerning packaging, transport and storage
5.1
Responsibility of the manufacturer
The manufacturer is responsible to ensure that the information on the specific conditions
according to 1 and 2 including Annexes referred to as well as sections 4.2, 4.3 and 5.2 is given
to those who are concerned. This information may be made by reproduction of the respective
parts of the European technical approval.
In addition all installation data shall be shown clearly on the package and/or on an enclosed
instruction sheet, preferably using illustration(s).
The minimum data required are:
Z14391.13
-
drill bit diameter,
-
hole depth,
-
diameter of anchor rod,
-
minimum effective anchorage depth,
-
information on the installation procedure, including cleaning of the hole with the cleaning
equipments, preferably by means of an illustration,
-
anchor component installation temperature,
-
ambient temperature of the concrete during installation of the anchor,
18.04.2013 / DRAFT / 8.06.01-445/12
European technical approval
ETA-08/0376
English translation prepared by DIBt
Page 9 of 44 | 4 April 2013
-
admissible processing time (open time) of the mortar,
-
curing time until the anchor may be loaded as a function of the ambient temperature in the
concrete during installation,
-
maximum torque moment,
identification of the manufacturing batch,
All data shall be presented in a clear and explicit form.
-
5.2
Packaging, transport and storage
The cartridges shall be protected against sun radiation and shall be stored according to the
manufacturer's installation instructions in dry condition at temperatures of at least +5 °C to not
more than +25 °C.
Cartridges with expired shelf life must no longer be used.
The anchor shall only be packaged and supplied as a complete unit. Cartridges may be packed
separately from metal parts.
Georg Feistel
Head of Department
Z14391.13
beglaubigt:
Lange
18.04.2013 / DRAFT / 8.06.01-445/12
Page 10 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 11 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 12 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 13 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 14 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 15 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 16 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 17 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 18 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 19 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 20 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 21 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 22 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 23 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 24 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 25 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 26 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 27 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 28 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 29 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 30 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 31 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 32 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 33 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 34 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 35 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 36 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 37 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 38 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 39 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 40 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 41 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 42 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 43 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Page 44 of European technical approval
ETA-08/0376 of 4 April 2013
English translation prepared by DIBt
Z29540.13
8.06.01-445/12
Download PDF