fermacell · Germany Product name ... The element structural steel member protected by Aestuver...

fermacell AESTUVER fire-protection boards Classification of the fire resistance of structural steel members R0459a

Datum: December 2013

P.O. Box 554 - 2665 ZN Bleiswijk Brandpuntlaan Zuid 16 - 2665 NZ Bleiswijk The Netherlands +31 88 3473 723 [email protected]

CLASSIFICATION

CLASSIFICATION OF THE FIRE RESISTANCE IN ACCORDANCE WITH

EN 13501-2:2007+A1:2009 OF STRUCTURAL STEEL MEMBERS PROTECTED BY AESTUVER BOARDS

Classification no. 2013-Efectis-R0459a

Sponsor Fermacell GmbH Düsseldorfer Landstrasse 395 47259 Duisburg Germany

Product name Aestuver boards

Prepared by Efectis Nederland BV

Notified body no. 1234

Authors Ir. T. Rakovec P.W.M. Kortekaas

Project number 2013459

Date of issue December 2013

Number of pages 16

All rights reserved. No part of this publication may be reproduced and/or published without the previous written consent of Efectis Nederland. Submitting the report for inspection to parties who have a direct interest is permitted. In case this report was drafted on instructions, the rights and obligations of contracting parties are subject to either the Standard Conditions of Efectis Nederland or the relevant agreement concluded between the contracting parties.

© 2013 Efectis Nederland BV Page 1 / 16

Efectis Nederland Report 2013-Efectis-R0459a December 2013 Fermacell GmbH

CLASSIFICATION

CONTENTS

1. INTRODUCTION ....................................................................................... 3

2. DETAILS OF CLASSIFIED PRODUCT ............................................................... 3

2.1 General ............................................................................................... 3 2.2 Description ........................................................................................... 3

2.2.1 Steel sections .................................................................................. 3 2.2.2 Protection system ............................................................................. 4

3. TEST REPORT, ASSESSMENT REPORT AND TEST RESULTS IN SUPPORT OF THE CLASSIFICATION .............................................................................................. 4

3.1 Test & assessment report ......................................................................... 4 3.2 Results ................................................................................................ 4

4. CLASSIFICATION AND FIELD OF APPLICATION ................................................. 5

4.1 Reference of classification ........................................................................ 5 4.2 Classification ........................................................................................ 5 4.3 Field of application ................................................................................. 5 4.4 Limitations ........................................................................................... 6

APPENDIX A: DESIGN TABLES .............................................................................. 7

APPENDIX B: DRAWINGS ................................................................................... 15

This report consists of sixteen pages and may only be used in its entirety. Page 2 / 16


CLASSIFICATION

1. INTRODUCTION

This classification report gives a classification of structural steel members protected by Aestuver boards in accordance with the procedures given in EN 13501-2:2007+A1:2009.

2. DETAILS OF CLASSIFIED PRODUCT

2.1 GENERAL

The Aestuver boards are defined as boxed applied passive protection to steel members. Two loaded beams, two reference beams and thirteen unloaded columns protected by Aestuver boards with thickness range of 15 mm to 50 mm were tested in accordance with EN 13381-4:2013. In total 4 tests were carried out at the laboratory of Efectis Nederland in Rijswijk, The Netherlands, on the following dates: • Test 1: 26/04/2013 • Test 2: 08/05/2013 • Test 3: 16/05/2013 • Test 4: 20/06/2013

2.2 DESCRIPTION

The product is fully described in the test report no. 2013-Efectis-R0116a.

2.2.1 Steel sections

Table 1 Overview of all test specimens

Test No.

Test specimen Profile Length (mm)

Protection thickness dp (mm)

Boxed section factor (m-1)

1 Loaded beam IPE 400 4500 50 121

Unloaded column HEM 280 1000 15 51

Unloaded column HEA 200 1000 50 150

2 Loaded beam IPE 400 4500 15 121

Reference beam IPE 400 1000 15 121


Unloaded column IPE 200 1000 30 227


3 Unloaded column HEM 280 1000 40 52

Unloaded column HEM 280 1000 30 52


4 Unloaded column IPE 200 1000 40 224





Reference beam IPE 400 1000 50 121



CLASSIFICATION

2.2.2 Protection system

The applied fire protection system consists of a single layer boxed protection of Aestuver boards. All connections of the boards are created by staples. The cladding – Aestuver boards - is connected in case of joints in the boards to noggings which consist of a double layer of Aestuver boards of dimensions • 2x20 mm x 150 mm x distance between the flanges (cladding more than 15 mm thick) • 2x15 mm x 150 mm x distance between the flanges (cladding 15 mm thick) The centre-to-centre distance of the noggings is 1250 mm. Outer board of the nogging consist of two wedges – lower wedge is of height 4/5 and the upper wedge of height 1/5 of the overall height. The inner board of the nogging is made of one full height board. Scheme of the fire protection system is given in Appendix B.

3. TEST REPORT, ASSESSMENT REPORT AND TEST RESULTS IN SUPPORT OF THE CLASSIFICATION

3.1 TEST & ASSESSMENT REPORT

Name of laboratory Name of sponsor Report ref. No. Test method

Efectis Nederland BV Fermacell GmbH Test report: 2013-Efectis-R0116a

EN 13381-4:2013

Efectis Nederland BV Fermacell GmbH Assessment report: 2013-Efectis-R0116e

EN 13381-4:2013

3.2 RESULTS

Test method, number and date of report

Parameter Results

EN 13381-4:2013 2013-Efectis-R0116a September 2013

Fire exposure standard temperature/time curve

Number of exposed sides

Beam: 3 Column: 4

Support conditions Simply supported

Length of the loaded beam

4500 mm

Applied load to the loaded beam

60 % of the design moment resistance

Loadbearing capacity Test 1 (50 mm): 188 min Test 2 (15 mm): 77 min

EN 13381-4:2013 2013-Efectis-R0116e September 2013

Required thickness of protection related to design temperature fire resistance and section factor

Tabulated data in Appendix A



CLASSIFICATION

4. CLASSIFICATION AND FIELD OF APPLICATION

4.1 REFERENCE OF CLASSIFICATION

The classification has been carried out in accordance with Clause 7 of EN 13501-2:2007 +A1:2009.

4.2 CLASSIFICATION

The element structural steel member protected by Aestuver boards is classified according to the following performance parameter and classes:

Fire resistance classification: R 15 – R 360

4.3 FIELD OF APPLICATION

This classification is valid for the following end use of applications:

Classes of fire resistance R 15, R 20, R 30, R 45, R 60, R 90, R 120, R 180, R 240, R 360

Design steel temperature 350 ºC ≤ θa ≤ 750 ºC

Permitted section factor range:

45.9 m-1 ≤ Am/V ≤ 380.6 m-1

For section factors below the minimum permitted section factor the same protection thickness as that applied to the minimum section factor must be applied

Permitted protection thickness:

14.25 mm ≤ dp ≤ 52.5 mm

Grades of steel: Any structural grade (S designation) according to EN 10025-1 (excluding S185); engineering grades (E designation) shall not be used; the results may be also applicable to fabricated sections

The maximum beam web depth

331 mm + 50 % = 496.5 mm

The maximum depth (h) of a column

600 mm

Number of exposed sides 3 or 4

The distance of Aestuver boards from a steel member

Column (tested distance 3 mm): 0 mm to 53 mm with no change of fixing Beam (tested distance 3 mm at the vertical sides and 10 mm at the lower flange): • 0 mm to 53 mm at the vertical sides • 5 mm to 60 mm at the lower flange

with no change of fixing



CLASSIFICATION

4.4 LIMITATIONS

This classification document does not represent type approval or certification of the product. Signed Approved

Ir. T. Rakovec P.W.M. Kortekaas Project Leader Fire Engineering Project Leader Resistance to Fire



CLASSIFICATION

APPENDIX A: DESIGN TABLES

Table A.1: Required thickness of fire protection: R 30 Table A.2: Required thickness of fire protection: R 60 Table A.3: Required thickness of fire protection: R 90 Table A.4: Required thickness of fire protection: R 120 Table A.5: Required thickness of fire protection: R 180 Table A.6: Required thickness of fire protection: R 240 Table A.7: Required thickness of fire protection: R 360



CLASSIFICATION

Fire resistance classification: R 30

Section factor (m-1)

Design temperature 350 ºC 400 ºC 450 ºC 500 ºC 550 ºC 600 ºC 650 ºC 700 ºC 750 ºC

Thickness of fire protection material to maintain steel temperature below design temperature (mm)

0 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 45.9 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2

50 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 60 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 70 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 80 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 90 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 100 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2

110 15 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 120 15.6 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 130 16.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 140 16.8 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 150 17.3 14.7 14.2 14.2 14.2 14.2 14.2 14.2 14.2 160 17.7 15.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2

170 18.1 15.6 14.2 14.2 14.2 14.2 14.2 14.2 14.2 180 18.4 16 14.2 14.2 14.2 14.2 14.2 14.2 14.2 190 18.7 16.4 14.2 14.2 14.2 14.2 14.2 14.2 14.2 200 19 16.7 14.6 14.2 14.2 14.2 14.2 14.2 14.2 210 19.3 17 14.9 14.2 14.2 14.2 14.2 14.2 14.2 220 19.6 17.3 15.2 14.2 14.2 14.2 14.2 14.2 14.2

230 19.8 17.5 15.5 14.2 14.2 14.2 14.2 14.2 14.2 240 20 17.8 15.7 14.2 14.2 14.2 14.2 14.2 14.2 250 20.2 18 16 14.2 14.2 14.2 14.2 14.2 14.2 260 20.4 18.2 16.2 14.4 14.2 14.2 14.2 14.2 14.2 270 20.6 18.4 16.4 14.6 14.2 14.2 14.2 14.2 14.2 280 20.7 18.6 16.6 14.8 14.2 14.2 14.2 14.2 14.2

290 20.9 18.8 16.8 15 14.2 14.2 14.2 14.2 14.2 300 21 18.9 17 15.2 14.2 14.2 14.2 14.2 14.2 310 21.1 19.1 17.2 15.4 14.2 14.2 14.2 14.2 14.2 320 21.3 19.2 17.3 15.6 14.2 14.2 14.2 14.2 14.2 330 21.4 19.4 17.5 15.7 14.2 14.2 14.2 14.2 14.2 340 21.5 19.5 17.6 15.9 14.2 14.2 14.2 14.2 14.2

350 21.6 19.6 17.8 16 14.4 14.2 14.2 14.2 14.2 360 21.7 19.7 17.9 16.2 14.6 14.2 14.2 14.2 14.2 370 21.8 19.9 18 16.3 14.7 14.2 14.2 14.2 14.2

380.6 21.9 20 18.1 16.4 14.8 14.2 14.2 14.2 14.2 Table A.2 Required thickness of fire protection: R 30



CLASSIFICATION





0 16.1 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 45.9 16.1 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2

50 17.4 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 60 20 16.1 14.2 14.2 14.2 14.2 14.2 14.2 14.2 70 22.1 18.3 14.9 14.2 14.2 14.2 14.2 14.2 14.2 80 23.9 20.1 16.8 14.2 14.2 14.2 14.2 14.2 14.2 90 25.4 21.7 18.5 15.6 14.2 14.2 14.2 14.2 14.2 100 26.7 23.1 19.9 17.1 14.5 14.2 14.2 14.2 14.2

110 27.8 24.3 21.1 18.3 15.8 14.2 14.2 14.2 14.2 120 28.7 25.3 22.2 19.5 17 14.7 14.2 14.2 14.2 130 29.6 26.2 23.2 20.5 18 15.8 14.2 14.2 14.2 140 30.3 27 24 21.4 18.9 16.7 14.6 14.2 14.2 150 31 27.8 24.8 22.2 19.8 17.5 15.5 14.2 14.2 160 31.6 28.4 25.5 22.9 20.5 18.3 16.3 14.4 14.2

170 32.1 29 26.2 23.6 21.2 19 17 15.2 14.2 180 32.6 29.6 26.8 24.2 21.8 19.7 17.7 15.8 14.2 190 33.1 30.1 27.3 24.8 22.4 20.3 18.3 16.5 14.7 200 33.5 30.5 27.8 25.3 23 20.8 18.9 17 15.3 210 33.9 30.9 28.2 25.8 23.5 21.4 19.4 17.6 15.9 220 34.2 31.3 28.7 26.2 23.9 21.8 19.9 18.1 16.4

230 34.5 31.7 29 26.6 24.4 22.3 20.3 18.5 16.8 240 34.8 32 29.4 27 24.8 22.7 20.8 19 17.3 250 35.1 32.3 29.7 27.4 25.2 23.1 21.2 19.4 17.7 260 35.4 32.6 30.1 27.7 25.5 23.5 21.6 19.8 18.1 270 35.6 32.9 30.4 28 25.8 23.8 21.9 20.1 18.5 280 35.8 33.1 30.6 28.3 26.2 24.1 22.3 20.5 18.8

290 36.1 33.4 30.9 28.6 26.5 24.5 22.6 20.8 19.2 300 36.3 33.6 31.2 28.9 26.7 24.7 22.9 21.1 19.5 310 36.4 33.8 31.4 29.1 27 25 23.2 21.4 19.8 320 36.6 34 31.6 29.4 27.3 25.3 23.4 21.7 20 330 36.8 34.2 31.8 29.6 27.5 25.5 23.7 22 20.3 340 37 34.4 32 29.8 27.7 25.8 23.9 22.2 20.6

350 37.1 34.6 32.2 30 27.9 26 24.2 22.4 20.8 360 37.2 34.7 32.4 30.2 28.1 26.2 24.4 22.7 21.1 370 37.4 34.9 32.6 30.4 28.3 26.4 24.6 22.9 21.3

380.6 37.5 35 32.7 30.6 28.5 26.6 24.8 23.1 21.5 Table A.3 Required thickness of fire protection: R 60



CLASSIFICATION

Fire resistance classification: R 90 Section factor (m-1)



0 25.6 20.7 16.7 14.2 14.2 14.2 14.2 14.2 14.2 45.9 25.6 20.7 16.7 14.2 14.2 14.2 14.2 14.2 14.2 50 27.2 22.4 18.3 14.8 14.2 14.2 14.2 14.2 14.2 60 30.6 25.8 21.7 18.2 15.1 14.2 14.2 14.2 14.2 70 33.4 28.7 24.6 21.1 18 15.2 14.2 14.2 14.2

80 35.6 31 27 23.5 20.4 17.7 15.2 14.2 14.2 90 37.5 33.1 29.1 25.6 22.5 19.8 17.3 15 14.2 100 39.2 34.8 30.9 27.5 24.4 21.6 19.1 16.8 14.8 110 40.6 36.3 32.5 29.1 26 23.3 20.8 18.5 16.4 120 41.8 37.6 33.9 30.5 27.5 24.8 22.2 20 17.9 130 42.9 38.8 35.1 31.8 28.8 26.1 23.6 21.3 19.2

140 43.9 39.8 36.2 33 30 27.3 24.8 22.5 20.4 150 44.7 40.8 37.2 34 31 28.4 25.9 23.6 21.5 160 45.5 41.6 38.1 34.9 32 29.3 26.9 24.6 22.5 170 46.2 42.4 38.9 35.8 32.9 30.2 27.8 25.5 23.4 180 46.8 43.1 39.7 36.6 33.7 31.1 28.6 26.4 24.3 190 47.4 43.7 40.4 37.3 34.5 31.8 29.4 27.2 25.1

200 47.9 44.3 41 37.9 35.1 32.6 30.1 27.9 25.8 210 48.4 44.9 41.6 38.6 35.8 33.2 30.8 28.6 26.5 220 48.9 45.4 42.1 39.1 36.4 33.8 31.4 29.2 27.2 230 49.3 45.8 42.6 39.7 36.9 34.4 32 29.8 27.8 240 49.7 46.2 43.1 40.2 37.4 34.9 32.6 30.4 28.3 250 50 46.6 43.5 40.6 37.9 35.4 33.1 30.9 28.9

260 50.4 47 43.9 41 38.4 35.9 33.6 31.4 29.4 270 50.7 47.4 44.3 41.5 38.8 36.3 34 31.9 29.8 280 51 47.7 44.7 41.8 39.2 36.7 34.5 32.3 30.3 290 51.2 48 45 42.2 39.6 37.1 34.9 32.7 30.7 300 51.5 48.3 45.3 42.5 39.9 37.5 35.2 33.1 31.1 310 51.7 48.6 45.6 42.8 40.3 37.9 35.6 33.5 31.5

320 52 48.8 45.9 43.1 40.6 38.2 35.9 33.8 31.8 330 52.2 49.1 46.2 43.4 40.9 38.5 36.3 34.2 32.2 340 52.4 49.3 46.4 43.7 41.2 38.8 36.6 34.5 32.5 350 - 49.5 46.6 44 41.5 39.1 36.9 34.8 32.8 360 - 49.7 46.9 44.2 41.7 39.4 37.2 35.1 33.1 370 - 49.9 47.1 44.5 42 39.6 37.4 35.4 33.4

380.6 - 50.1 47.3 44.7 42.2 39.9 37.7 35.6 33.7 Table A.4 Required thickness of fire protection: R 90



CLASSIFICATION



Design temperature

350 ºC 400 ºC 450 ºC 500 ºC 550 ºC 600 ºC 650 ºC 700 ºC 750 ºC Thickness of fire protection material to maintain steel temperature below design temperature (mm)

0 35.1 29.4 24.6 20.5 17 14.2 14.2 14.2 14.2 45.9 35.1 29.4 24.6 20.5 17 14.2 14.2 14.2 14.2

50 37.1 31.4 26.6 22.5 18.9 15.8 14.2 14.2 14.2 60 41.2 35.6 30.8 26.6 23 19.8 17 14.5 14.2 70 44.6 39 34.3 30.1 26.5 23.2 20.4 17.8 15.4 80 47.3 41.9 37.2 33.1 29.4 26.2 23.3 20.6 18.2 90 49.7 44.4 39.8 35.7 32 28.7 25.8 23.1 20.7 100 51.7 46.5 42 37.9 34.3 31 28 25.4 22.9

110 - 48.4 43.9 39.9 36.3 33 30 27.4 24.9 120 - 50 45.6 41.6 38 34.8 31.8 29.1 26.7 130 - 51.4 47.1 43.2 39.6 36.4 33.5 30.8 28.3 140 - - 48.4 44.6 41 37.8 34.9 32.2 29.7 150 - - 49.6 45.8 42.3 39.2 36.2 33.6 31.1 160 - - 50.7 46.9 43.5 40.4 37.5 34.8 32.3

170 - - 51.7 48 44.6 41.5 38.6 35.9 33.4 180 - - - 48.9 45.6 42.5 39.6 36.9 34.5 190 - - - 49.8 46.5 43.4 40.6 37.9 35.4 200 - - - 50.6 47.3 44.3 41.4 38.8 36.3 210 - - - 51.4 48.1 45.1 42.2 39.6 37.2 220 - - - 52.1 48.8 45.8 43 40.4 38

230 - - - - 49.5 46.5 43.7 41.1 38.7 240 - - - - 50.1 47.1 44.4 41.8 39.4 250 - - - - 50.7 47.7 45 42.4 40 260 - - - - 51.2 48.3 45.6 43 40.6 270 - - - - 51.8 48.9 46.1 43.6 41.2 280 - - - - 52.2 49.4 46.7 44.1 41.7

290 - - - - - 49.8 47.1 44.6 42.3 300 - - - - - 50.3 47.6 45.1 42.7 310 - - - - - 50.7 48 45.6 43.2 320 - - - - - 51.1 48.5 46 43.6 330 - - - - - 51.5 48.9 46.4 44.1 340 - - - - - 51.9 49.2 46.8 44.4

350 - - - - - 52.2 49.6 47.1 44.8 360 - - - - - - 49.9 47.5 45.2 370 - - - - - - 50.3 47.8 45.5

380.6 - - - - - - 50.6 48.2 45.9 Table A.5 Required thickness of fire protection: R 120



CLASSIFICATION





0 - 46.7 40.5 35.2 30.7 26.7 23.3 20.2 17.5

45.9 - 46.7 40.5 35.2 30.7 26.7 23.3 20.2 17.5 50 - 49.4 43.2 37.8 33.2 29.2 25.7 22.6 19.8 60 - - 48.8 43.5 38.8 34.6 31 27.7 24.8 70 - - - 48.2 43.4 39.2 35.5 32.1 29.1 80 - - - 52.2 47.5 43.2 39.4 36 32.9 90 - - - - 50.9 46.7 42.9 39.4 36.2

100 - - - - - 49.7 45.9 42.4 39.2 110 - - - - - 52.5 48.6 45.1 41.9 120 - - - - - - 51 47.5 44.3 130 - - - - - - - 49.7 46.5 140 - - - - - - - 51.7 48.4 150 - - - - - - - - 50.2

160 - - - - - - - - 51.9 170 - - - - - - - - - 180 - - - - - - - - - 190 - - - - - - - - - 200 - - - - - - - - - 210 - - - - - - - - -

220 - - - - - - - - - 230 - - - - - - - - - 240 - - - - - - - - - 250 - - - - - - - - - 260 - - - - - - - - - 270 - - - - - - - - -

280 - - - - - - - - - 290 - - - - - - - - - 300 - - - - - - - - - 310 - - - - - - - - - 320 - - - - - - - - - 330 - - - - - - - - -

340 - - - - - - - - - 350 - - - - - - - - - 360 - - - - - - - - - 370 - - - - - - - - -

380.6 - - - - - - - - - Table A.6 Required thickness of fire protection: R 180



CLASSIFICATION





0 - - - 49.9 44.3 39.5 35.2 31.5 28.2

45.9 - - - 49.9 44.3 39.5 35.2 31.5 28.2 50 - - - - 47.5 42.6 38.3 34.5 31 60 - - - - - 49.4 44.9 40.9 37.3 70 - - - - - - 50.6 46.5 42.8 80 - - - - - - - 51.4 47.5 90 - - - - - - - - 51.7

100 - - - - - - - - - 110 - - - - - - - - - 120 - - - - - - - - - 130 - - - - - - - - - 140 - - - - - - - - - 150 - - - - - - - - -

160 - - - - - - - - - 170 - - - - - - - - - 180 - - - - - - - - - 190 - - - - - - - - - 200 - - - - - - - - - 210 - - - - - - - - -

220 - - - - - - - - - 230 - - - - - - - - - 240 - - - - - - - - - 250 - - - - - - - - - 260 - - - - - - - - - 270 - - - - - - - - -

280 - - - - - - - - - 290 - - - - - - - - - 300 - - - - - - - - - 310 - - - - - - - - - 320 - - - - - - - - - 330 - - - - - - - - -

340 - - - - - - - - - 350 - - - - - - - - - 360 - - - - - - - - - 370 - - - - - - - - -




CLASSIFICATION





0 - - - - - - - - 49.5 45.9 - - - - - - - - 49.5

50 - - - - - - - - - 60 - - - - - - - - - 70 - - - - - - - - - 80 - - - - - - - - - 90 - - - - - - - - - 100 - - - - - - - - -

110 - - - - - - - - - 120 - - - - - - - - - 130 - - - - - - - - - 140 - - - - - - - - - 150 - - - - - - - - - 160 - - - - - - - - -

170 - - - - - - - - - 180 - - - - - - - - - 190 - - - - - - - - - 200 - - - - - - - - - 210 - - - - - - - - - 220 - - - - - - - - -

230 - - - - - - - - - 240 - - - - - - - - - 250 - - - - - - - - - 260 - - - - - - - - - 270 - - - - - - - - - 280 - - - - - - - - -

290 - - - - - - - - - 300 - - - - - - - - - 310 - - - - - - - - - 320 - - - - - - - - - 330 - - - - - - - - - 340 - - - - - - - - -

350 - - - - - - - - - 360 - - - - - - - - - 370 - - - - - - - - -




CLASSIFICATION

APPENDIX B: DRAWINGS

Figure B.1 Scheme of the fire protection system



CLASSIFICATION

Figure B.2 Scheme of the fire protection system


Fermacell GmbH

AESTUVER

Düsseldorfer Landstraße 395

D-47259 Duisburg

Germany

www.fermacell-aestuver.com

For the latest version of this

brochure please visit our website

www.fermacell-aestuver.com

Technical modifications subject to changes.

The most recent edition applies.

Should you require additional information,

please contact our fermacell customer

service.

fermacell customer service:

phone +49 (0) 203 60 880-3

fax +49 (0) 203 60 880-8399

e-mail [email protected]

fermacell® is a registered trademark

and a company of the XELLA group.

Last updated: 12/2013

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