2. ETA 19/0062 – version 1 of 02 /08 /20 19 – page 2 of 15 Translations of this European Technical Assessment in other languages shall fully correspond to the original issued document and should be identified as such. Communication of this European Technical Assessment, including transmission by electronic means, shall be in full (excepted the confidential Annex(es) referred to above). However, partial reproduction may be made, with the written conse nt of the issuing Technical Assessment Body. Any partial reproduction has to be identified as such.

15. ETA 19/0062 – version 1 of 02 /08 /20 19 – page 15 of 15 5.2.2 Continuous surveillance, assessment and evaluation of factory production control Within the scope of continuous surveillance, assessment and evaluation of factory production control, the Notified Body (bodies) shall visit the factory at least once a year for surveillance. It has to be verifi ed that the factory production control is maintained in suitable conditions. These tasks shall be performed in accordance with the provisions laid down in the control plan. The Notified Body (bodies) shall retain the essential points of its (their) actions referred to above and state the results obtained and conclusions drawn in a written report. The Notified Body involved by the manufacturer shall issue a certificate of conformity of the factory production control stating the conformity with the provisions of this ETA. In cases where the provisions of the ETA and its control plan are no longer fulfilled, the Notified Body shall withdraw the certificate of conformity and inform I tecons without delay. Issued in Coimbra, Portugal on 02 . 08 .20 19 By Technical As sessment Unit of I tecons – Instituto de Investigação e Desenvolvimento Tecnológico para a Construção, Energia, Ambiente e Sustentabilidade ( Andreia Gil , Technical Assessment Unit Coordinator )

14. ETA 19/0062 – version 1 of 02 /08 /20 19 – page 14 of 15 5. Technical details necessary for the implementation of the AVCP system, as provided for in the applicable EAD The manufacturer shall exercise permanent internal control of production of concerned product. 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 co ntrol system shall ensure that the product is in conformity with this ETA. The manufacturer may only use components stated in the technical documentation of this ETA including Control Plan. The incoming raw materials are subjected to verifications by the m anufacturer before acceptance. For the components of the ETICS which the manufacturer does not manufacture by himself, he shall make sure that factory production control carried out by the other manufacturers gives the guarantee of the components complian ce with the ETA. The factory production control shall be in accordance with the Control Plan which is a part of technical documentation of this European Technical Assessment . The control plan has been agreed between the manufacturer and Itecons and is laid down in context of the factory production control system operated by the manu facturer and deposited within Itecons . The results of factory production control shall be recorded and evaluated in accordance wi th the provisions of the control plan. 5.1 Other tasks for the manufacturer The manufacturer shall, on the basis of a contract, involve a body which is notified for the tasks referred to in section 4 in the field of ETICS in order to undertake the actions laid down in this clause. For this purpose, the control plan shall be handed over by the manufacturer to the notified bodies involved. For initial type - testing of the ETICS and the components the results of the tests performed as part of the assessment fo r the ETA shall be used unless there are changes in the production line or plant. In such cases the necessary testing has to be agreed with I tecons . The manufacturer shall make a declaration of performance, stating that the ETICS is in conformity with the provisions of this ETA. Changes to the ETICS or the components or their production process should be notified to Itecons before the changes are introduced. I tecons will decide whether or not such changes affect the ETA and if so whether further assessment or alterations to the ETA shall be necessary. 5.2 Tasks for the Notified Body (bodies) 5.2.1 Initial inspection of factory and of factory production control The Notified Body shall ascertain that, in accordance with the Control Plan, the factory (in particular the employees and the equipment) and the factory production control are suitable to ensure continuous and orderly manufacturing of the components according to the specifications mentioned in this ETA.

5. ETA 19/0062 – version 1 of 02 /08 /20 19 – page 5 of 15 ETICS are not intended to ensure the air tightness of the timber frame building structure. The timber frame building wall as such has therefore to be air tight to: a) Reduce the thermal transmittance of the wall b) Avoid interstitial condensation due to convection. The provisions made in this European Technical Assessment are based on an assumed working life of the ETICS of at least 25 years, provided that the requirements for the packaging, transport, storage, installation as well as appropriate use, maintenance and repair are met. The indication given on the working life cannot be interpreted as a guarantee given by the manufacturer or the Technical Assess ment Body, but should only be regarded as a means for choosing the appropriate products in relation to the expected, economically reasonable working life of the works. 3. Performance of the product and references to the methods used for its assessment 3.1 Mechanical resistance and stability (BWR 1) Not relevant. 3.2 Safety in case of fire (BWR 2) 3. 2.1 Reaction to fire of the ETICS T he reaction to fire was tested according to ISO 11925 - 2:2010, ISO 11925 - 2:2010/Cor1:2011 and EN 13823:2010+A1:2014 and classified according to EN 13501 - 1:2007+A1:2009. The ISOVIT Cork Wood system meets the requirements of B - s1, d0 . Note: A European reference fire scenario has not been laid down for facades. In some Member States, the classification o f ETICS according to EN 13501 - 1:2007+A1:2009 might not be sufficient for the use in facades. An additional assessment of ETICS according to national provisions (e.g. on the basis of large scale test) might be necessary to comply with Member State regulatio ns, until the existing European classification system has been completed. 3. 3 Hygiene, health and the environment of ETICS and its components (BWR 3) 3. 3 .1 Water absorption of the ETICS (capillarity test) The results of the water absorption test , performed according to section 2.2.2.1 of EAD 040089 - 00 - 0404, regarding the base coat (system without finishing) and of the rendering (system with finishing) , are presented in Table 2, verify the following condition: • Water absorption after 1 hour <1 kg/ m 2 • Water absorption after 24 hours <0.5 kg/m 2 The system is therefore judged to have satisfactory performance concerning water absorption.

1. Member of www.eota.eu ETA 19/0062 – version 1 of 02 /08 /20 19 – page 1 of 15 European Technical Assessment ETA 19 / 0062 of 02 / 08 /20 19 English version prepared by Itecons General Part Technical Assessment Body issuing the ETA: Itecons - Instituto de Investigação e Desenvolvimento Tecnológico para a Construção, Energia, Ambiente e Sustentabilidade Trade name of the construction product ISOVIT Cork Wood Product family to which the construction product belongs External Thermal Insulation Composite Systems w ith renderings on expanded cork for the use on timber frame buildings Product area code: 04 Manufacturer SECIL MARTINGANÇA, S.A. Rua do Mercado Gândara 2405 - 017 Maceira Leiria Portugal www.secilargamassas.pt Manufacturing plant(s) Rua d a Brejoeira, s/n 24 4 5 - 414 P a taias Alcobaça Portugal Av. Da Indústria Est. Vasa Borracha – Pau Queimado 2870 - 635 Montijo Portugal This European Technical Assessment contains 1 4 pages This European Technical Assessment is issued in accordance with regulation (EU) No 305/2011, on the basis of EAD 040089 - 00 - 0404 – ETICS WITH RENDERINGS FOR THE USE ON TIMBER FRAME BUILDINGS, edition June 2016

4. ETA 19/0062 – version 1 of 02 /08 /20 19 – page 4 of 15 Component Description Coverage (kg/m 2 ) Thickness (mm) ISOVIT REV SP Paint based on silicate watery dispersion 0.3 to 0.5 Finishing coat 2 ISOVIT AD 26 Anti - alkaline based on acrylic resin and mineral fillers 0.25 to 0.3 --- ISOVIT REV SL Silicate based product, with addition of silo xane resins and marble granules 1.0 to 2.0 --- Glass fibre mesh ISOVIT Rede 160 Standard mesh 160 g/m 2 ( glass fibre mesh with mesh size 5.0 mm x 4.0 mm ) --- --- ISOVIT Rede 343 Reinforced mesh 330 g/m 2 (glass fibre mesh with mesh size 6.0 mm x 6.0 mm) --- --- Anchors ( supplementary mechanical fixings ) ISOVIT Bucha Madeira Plastic anchor with metallic screw --- --- Ancillary components Remain under the ETA holder responsibility 2. Specification of the intended use(s) in accordance with the applicable European Assessment Document (hereinafter EAD) The ETICS are designed to give the timber frame building wall to which they are applied additional ther mal insulation and protection f r o m effects of weathering . The ETICS can be used on new or existing (retrofit) vertical timber frame building walls. They can also be used on horizontal or inclined surfaces which are not exposed to precipitation. The surface for the application of ETICS can be a board substrate ( wood based panels, solid wood panels, plasterboards, gypsum bonded boards, cement bonded boards, etc. ). The board substrate must be suitable for humid conditions as specified in EN 13986. ETICS are non - load - bearing construction elements. They do not contri bute directly to the stability of the timber frame building wall on which they are installed. The verification of the structural capacities of the wall and their suitability for the application of ETICS shall be in accordance with ETAG 007 (and its convers ion into EAD), clause 5.1 using calculation methods (EN 1995 - 1 - 1, Eurocode 5 Part 1 - 1, etc.) as well as verifications by testing (EN 380, EN 594, EN 595, EN 596, etc.) where the load bearing capacity is unable to calculate. The ETICS can contribute to the durability of a timber frame building by providing enhanced protection from the effects of weathering.

3. ETA 19/0062 – version 1 of 02 /08 /20 19 – page 3 of 15 Specific parts 1. Technical description of the product This product is an ETICS (External Thermal Insulation Composite System) with rendering for the use on timber frame buildings – a kit comprising components which are factory - produced by manufacturer or component suppliers. The ETICS manufacturer is ultimately re sponsible for all components of ETICS specified in this ETA. The ETICS kit comprises a prefabricated insulation product of Expanded Insulation Corkboard ( ICB ) to be bonded with supplementary mechanical fixings onto a wall. The methods of fixing and the rel evant components of the ETICS are specified in Table 1. The insulation product is faced with a rendering system consisting of one or two layers (site applied), one of which contains reinforcement . The rendering is applied directly to the insulation panels, without any air gap or disconnecting layer. The ETICS may include special fittings (e.g. base profiles, corner profiles ...) to treat details of ETICS (connections, apertures, corners, parapets, sills ...). The assessment and performance of these components i s not addressed in this ETA, however the ETICS manufacturer is responsible for adequate compatibility and performance within the ETICS when the components are delivered as a part of the kit. Table 1 : Components of the ETICS Component Description Coverage (kg/m 2 ) Thickness (mm) Insulation product ISOVIT Painel ICB Expanded insulation cork board (ICB ) Panels with 1000 mm x 500 mm and bulk density ≤ 1 3 0 kg /m 3 , with CE marking --- 4 0 to 1 00 Adhesive ISOVIT E - CORK (use a double layer) Mortar based on mixed binders, cork aggregates and natural hydraulic lime, with CE marking 5.5 to 6 . 0 --- Base c oat ISOVIT E - CORK Mortar based on mixed binders, cork aggregates and natural hydraulic lime, with CE marking with standard glass fibre mesh 6.0 to 8. 0 --- with reinforced glass fibre mesh 10.0 to 13.0 Finishing coat 1 REABILITA CAL AC Mortar composed by natural hydraulic lime and siliceous and calcareous aggregates, with CE marking 2.0 to 3.5 2.0 to 3.0 ISOVIT AD 25 Key coat based on silicate watery dispersion 0.2 to 0.4 ---

6. ETA 19/0062 – version 1 of 02 /08 /20 19 – page 6 of 15 Table 2 : Water absorption (capillary test) System specimens Water absorption after 1h Water absorption after 24 h < 1.0 kg/m 2 ≥ 1.0 kg/m 2 <0.5 kg/m 2 ≥0.5 kg/m 2 ICB + base coat + standard mesh X X ICB + base coat + standard mesh + finishing coat 1 X X ICB + base coat + standard mesh + finishing coat 2 X X 3. 3 .2 Water tightness of ETICS: Hyg ro thermal Behaviour Hygrothermal cycles have been performed on a rig , according to section 2.2.2.2 of EAD 040089 - 00 - 0404 . None of the following defects occurred during the testing: - blistering or peeling of any finishing; - failure or cracking associated with joints between insulation product boards or profiles used in the system; - detachment of render; - cracking allowing penetration to the insulation layer. This ETICS is therefore assessed resistant to climate cycles. 3.3.3 Water tightness of ETICS: Freeze - thaw behaviour The results of water absorption test of the system with and without finishing, presented in Table 2, verify the following condition: • Water absorption after 24 hours < 0.5 kg/m 2 This sys tem is therefore assessed as freeze/thaw resistant without further testing. 3. 3 . 4 Water tightness: Moisture content and gradient To assess the moisture content and gradient c limate cycles , tests have been performed in a climatic chamber , according yo section 2.2.2.4 of EAD 040089 - 00 - 0404 . None of the following defects occurred during the testing: - Cracking on the surface finish; - Blistering, peeling detachment or loss of adhesion. 3. 3 . 5 Water tigh tness: Water penetration of the ETICS For the verification of the water penetration the tests were carried out in accordance with EN 12865. T he result s of the overall rating and use category for ISOVIT Cork Wood are shown i n Table 3 .

11. ETA 19/0062 – version 1 of 02 /08 /20 19 – page 11 of 15 R render : thermal resistance of the render [ about 0. 02 (m 2 .K)/W]; R substrate : thermal resistance of the substrate of the building (concrete, brick...) [ (m 2 .K)/W]; R se : external superficial thermal resistance [ (m 2 .K)/W]; R si : internal superficial thermal resistance [ (m 2 .K)/W].  U: correction term of the thermal transmittance for mechanical fixing devices  U = Χ p * n + Σψi*li (for profiles) n: number of anchors (through insulation product) per m 2 ; X p : point thermal transmittance value of an anchor (W/K). See Technical Report nº25. If note specified in the achors ETA, the following values apply : • = 0.002 W/K for anchors with a plastic screw/nail, stainless steel screw/nail with the head covered by plastic material and for anchors with an air gap at the head of the screw /nail ; • = 0.004 W/K for anchors with a ga lvanized steel screw /nail with hea d covered by a plastic material ; • = 0.008 W/K for all other anchors (worst case); • n – number of anchors per m 2 ; • ψi – linear thermal transmittance value of the profile [W/(mK)] • li – length of the profile per m 2 . The value of thermal resistance of the render system (R render ) was considered as equal to 0.02 m.  C/W according clause 2.2.5.1 of the EAD 040089 - 00 - 0404 . Table 1 1 presents the values of thermal resistance calculation for ISOVIT Cork Wood system (example of thi ckness es between 40 mm to 100 mm ) . Table 1 1 : Thermal resistance values for ISOVIT Cork Wood system ICB thickness (mm) R ETICS [ m 2 .  C/W] 40 1. 0 2 60 1.52 80 2.02 100 2.52 3. 7 Characteristics of the components 3. 7 .1 Insulation product Factory - prefabricated uncoated panels made of expanded cork ( ICB ) complying with the requirements of EN 131 70 :2012+A1:2015 .

13. ETA 19/0062 – version 1 of 02 /08 /20 19 – page 13 of 15 Table 1 5 : C haracteristic crack width W rk [mm] at a render strain value of 0.8% Characteristic width of cracks W rk [mm] at render strain value of 0.8% Main side of the test specimen Secondary side of the test specimen Warp direction Weft direction Warp direction Weft direction Base coat + Standard mesh 0.12 0.09 0.18 0.20 3. 7 .3 Glass fibr e mesh The characteristics of the glass fibre mesh are presented in Table 1 6 . Table 1 6 : Glass fibre mesh characteristics Component Trade Name Characteristics Results Standard mesh ISOVIT Rede 160 Mass per unit area (g/m 2 ) 160 Tensile strength after ageing (N/mm) 20 (  20 ) Relative residual strength after ageing (%) 1 61 (> 50) Mesh opening (mm) 5.0 x 4.1 R einforced mesh ISOVIT Rede 343 Mass per unit area (g/m 2 ) 330 Tensile strength after ageing (N/mm) 38 (> 20 ) Relative residual strength after ageing (%) 1 67 (> 50 ) Mesh opening (mm) 6.0 x 6.0 1 Percentage of the strength in the as - delivered state 4. Assessment and verification of constancy of performance (hereinafter AVCP) system applied, with reference to its legal base According to the Decision 97/556/EC of European Commission as amended by the European Commission Decision 2001/596/EC, the AVCP systems (further described in Annex V Regulation (EU) No 305 /2011) 1 and 2+ apply. Table 1 7 : AVCP Systems Product(s) Intended use(s) Levels(s) or class(es) ( Reaction to fire ) System(s) External thermal insulation composite systems/kits with rendering (ETICS) In external wall subject to fire regulations A1 (1) , A2 (1) , B (1) , C (1) 1 A1 (2) , A2 (2) , B (2) , C (2) , D, E, (A1 to E) (3) , F 2+ In external wall not subject to fire regulations any 2+ (1) Products/materials for which as clearly identifiable stage in the production process results in an improvement of the reaction to fire classification (e.g. an addition of fire retardants or a limiting of organic material) . (2) Products/materials not covered by footnote 1 . (3) Products/materials that do not required to be tested for reaction to fire (e.g. produc ts/materials of Classes A1 according to Commission Decision 96/603/EC) .

7. ETA 19/0062 – version 1 of 02 /08 /20 19 – page 7 of 15 Table 3 : Overall rating for ISOVIT Cork Wood water tightness Description D r test D f I f Maintenance, M f Overall rating Use category Insulated render system with the render finish as the sole protection against water ingress. A test has indicated the system is suitable for use in exposed conditions. 4 10 1 1 40 Moderate with increased maintenance and inspection D r test – Driven rain grade; D f – Detail factor; I f – Installation factor; M f – Maintenance factor 3. 3 . 6 Water vapour permeability of the ETICS Table 4 presents th e resistance to water vapour diffusion of rendering system (base coat and finishing coat) for the system configuration, expressed by the equivalent air thickness. Tests were performed according to section 2.2.2.6 of EAD 040089 - 00 - 0404. Table 4 : Equivalent air thickness System specimens Equivalent air thickness (m) Base coat + standard mesh + finishing coat 1 0.2 Base coat + standard mesh + finishing coat 2 2.7 3. 4 Safety and accessibility in use (BWR 4) 3. 4 .1 Bond strength 3. 4 .1.1 Base coat and insulation product Tests were performed on the system ISOVIT Cork Wood , according to section 2.2.3.1 of EAD 040089 - 00 - 0404. The results at initial state are summarized in Table 5 . Table 5 : Bond strength between base coat and insulation product at initial state System Bond strength (initial state) ICB + base coat + standard mesh 0.0 5 MPa (Cohesive failure – 100% rupture in the insulation product) Tests were performed on the system ISOVIT Cork Wood , after hygrothermal cycles. The results are summarized in Table 6 . Table 6 : Bond strength between base coat and insulation product after hygrothermal cycles System Bond strength ( after ageing ) ICB + base coat + standard mesh 0.0 5 MPa (Cohesive failure – 100% rupture in the insulation product) ICB + base coat + reinforced mesh 0.05 MPa (Cohesive failure – 100% rupture in the insulation product)

9. ETA 19/0062 – version 1 of 02 /08 /20 19 – page 9 of 15 Table 9 : Bond strength between adhesive and insulation product Specimen Bond strength Initial state After conditioning 48 h immersion in water + 2 h 23  C/50% RH 48 h immersion in water + 7 days 23  C/50% RH ICB + adhesive 0. 0 5 Mpa (Cohesive failure – 100% rupture in the insulation product) 0.0 4 MPa (Cohesive failure – 100% rupture in the insulation product) 0 . 06 M Pa (Cohesive failure – 100% rupture in the insulation product) 3. 4 2 Wind load resistance The dynamic wind uplift test was carried out according to section 2.2.3.6.3 of EAD 040089 - 00 - 0404. The specimen was composed by insulation p roduct ICB + base coat + standard mesh + finishin g coat 1/2. None of the following defects occurred during the testing: - insulation panels break; - delamination in the insulation product or between the insulation product and its facing; - detachment of the rendering system ; - insulation panel pulled off a fastener; - mechanical fastener torn out of the substrate; - detachment of the insulation panel from the supporting structure. So, no failure was observed at the maximum test suction of 4000 N. The admissible value of the characteristic resistance is therefore: R k = 4.0 kPa. 3.4. 3 Impact resistance The resistance to hard body impact (3 and 10 Joules) tests , performed according to section 2.2.3.19 of EAD 040089 - 00 - 0404 and carried out on samples of system composition , lead to the results presented in Table 10 . Table 10 : Hard body i mpact resistance System specimens Hard body impact Impact zone 1 – diameter [mm] Impact zone 2 – diameter [mm] Impact zone 3 – diameter [mm] ICB + base coat + standard mesh 15 10 Joules 42.0 cracks without reaching the insulation product 45.1 cracks without reaching the insulation product 37.6 cracks without reaching the insulation product 3 Joules 17.2 superficial damages without cracks formation 18.8 superficial damages without cracks formation 19.4 superficial damages without cracks formation ICB + base coat + reinforced mesh 16 10 Joules 26.7 superficial damages without cracks formation 28.6 superficial damages without cracks formation 27.1 superficial damages without cracks formation 3 Joules 15.4 superficial damages without cracks formation 14.6 superficial damages without cracks formation 16.3 superficial damages without cracks formation

8. ETA 19/0062 – version 1 of 02 /08 /20 19 – page 8 of 15 System Bond strength ( after ageing ) ICB + base coat + standard mesh + finishing coat 1 0.05 MP a (Cohesive failure – 100% rupture in the insulation product) ICB + base coat + reinforced mesh + finishing coat 1 0.0 5 MPa (Cohesive failure – 100% rupture in the insulation product) ICB + base coat + s tandard mesh + finishing coat 2 0.06 MPa (Cohesive failure – 100% rupture in the insulation product) ICB + base coat + reinforced mesh + fin ishing coat 2 0.05 MPa (Cohesive failure – 100% rupture in the insulation product) 3 . 4 .1.2. Adhesive and substrate Tests were perform ed on samples of substrate faced with adhesive product , according to section 2.2.3.2 of EAD 040089 - 00 - 0404. The results are summarized in Table 7 for wood substrate and in Table 8 for wet conditions . Table 7 : Bond streng th between adhesive and wood substrate Specimen Bond strength Dry condition After conditioning 7 days at 23  C/ 95 % RH 7 days at 23  C / 95 % RH + 7 days drying 23  C / 50 % RH Adhesive + substrate (wood ) 0.10 MPa (Adhesive failure – rupture between the substrate and the adhesive product) 0.08 MPa (Adhesive failure – rupture between the substrate and the adhesive product) 0.08 MPa (Adhesive failure – rupture between the substrate and the adhesive product) Table 8 : Bond strength between adhesive and substrate in wet conditions Specimen Bond strength Initial state After conditioning 48 h immersion in water + 2 h 23  C/50% RH 48 h immersion in water + 7 days 23  C/50% RH Adhesive + concrete slab 0.42 MPa (Cohesive failure – 100% rupture in the adhesive product) 0. 35 MPa (Cohesive failure – 100% rupture in the adhesive product) 1.04 MPa (Cohesive failure – 100% rupture in the adhesive product) 3 .4.1.3. Adhesive and insulation product Tests were performed on samples of insulation products with adhesive product , according to section 2.2.3.3 of EAD 040089 - 00 - 0404 . The results are summarized in Table 9 .

10. ETA 19/0062 – version 1 of 02 /08 /20 19 – page 10 of 15 System specimens Hard body impact Impact zone 1 – diameter [mm] Impact zone 2 – diameter [mm] Impact zone 3 – diameter [mm] ICB + base coat + standard mesh + finishing coat 1 1 7 10 Joules 3 4 . 0 cracks without reaching the insulation product 33. 1 cracks without reaching the insulation product 34. 5 cracks without reaching the insulation product 3 Joules 19.9 superficial damages without cracks formation 2 2.0 superficial damages without cracks formation 21.6 superficial damages without cracks formation ICB + base coat + reinforced mesh + finishing coat 1 18 10 Joules 27.7 cracks without reaching the insulation product 23. 1 cracks without reaching the insulation product 23.4 cracks without reaching the insulation product 3 Joules 17.7 superficial damages without cracks formation 17.4 superficial damages without cracks formation 15.2 superficial damages without cracks formation ICB + base coat + standard mesh + finishing coat 2 19 10 Joules 28. 7 superficial damages without cracks formation 25. 3 superficial damages without cracks formation 3 5 . 2 superficial damages without cracks formation 3 Joules 20. 8 superficial damages without cracks formation 20.1 superficial damages without cracks formation 20.8 superficial damages without cracks formation ICB + base coat + reinforced mesh + finishing coat 2 20 10 Joules 23. 9 superficial damages without cracks formation 3 3.2 superficial damages without cracks formation 29.4 superficial damages without cracks formation 3 Joules 15.5 superficial damages without cracks formation 2 1.2 superficial damages without cracks formation 18.6 superficial damages without cracks formation 3.5 Protection against noise (BWR 5) No performance determined . 3 . 6 Energy economy and heat retention (BWR 6) 3. 6 . 1 Thermal resistance The additional thermal resistance R ETICS provided by the ETICS to the substrate wall is calculated in accordance with EN ISO 6946 and EN ISO 10456 from the nominal value of the insulation products thermal resistance R insulation given accompanied to the CE marking and from the thermal resistance of the rendering system R render which is about 0.02 m 2 K/W. R ETICS = R insulation + R render [(m 2 .K)/W)] The thermal bridges caused by mechanical fixing devices influence the thermal transmittance of the entire wall and shall be taken into account using the following calculation: U C = U +  U (W/m 2 K) U C : corrected thermal tr a nsmittance (W/m 2 K) of the entire wall, including thermal bridges. U: thermal transmittance of the entire wall, including ETICS, without thermal bridges (W/m 2 K): U = si se substrate render i R R R R R + + + + 1 R i : thermal resistance of the insulation product;

12. ETA 19/0062 – version 1 of 02 /08 /20 19 – page 12 of 15 Table 1 2 : ICB characteristics Component Trade name Characteristics Declared values and classes Insulation product ISOVIT Painel ICB Reaction to Fire / EN 13501 - 1 E ( Thickness: 20 to 100 mm; Density: ≤ 1 3 0 kg/m 3 ) Thermal conductivity (W/m.  C) / EN 12667 ≤ 0.04 Compressi ve stress at 10% deformation (k Pa) / EN 826 ≥ 100 Tensile strength perpendicular to the faces (k Pa) / EN 1 607 ≥ 50 Bending strength (k Pa) / EN 12089 ≥ 130 Dynamic stiffness (MN/m 3 ) EN 29052 - 1 / EN 29052 - 1 ≤ 126 Water vapour permeability / EN 12086 μ = 20 Water absorption (kg/m 2 ) / EN 1609 ≤ 0.5 3. 7 .2 Render 3. 7 .2.1 Render strip tensile test Tests , according to section 2.2.3.12 of EAD 040089 - 00 - 0404, were perform ed on samples for the assessment of the crack behaviour of the reinforced base coat by determination of the crack width distribution and the "characteristic crack width" W rk at c ompleted cracking. The results for the crack width distribution are summarized in Table 13 and Table 1 4 . Table 1 3 : Crack width distribution at a render strain value of 0.8% – main side Deformation Crack width w (mm) / number of cracks for the relative elongation Ɛ = 0.8% w N o. w N o. w N o. w N o. w N o. w N o. Load direction Warp ≤0.05 34 ≤0.10 4 ≤0.15 0 ≤0.20 0 ≤0.25 0 >0.25 0 30 9 0 0 0 0 42 9 0 0 0 0 Weft ≤0.05 39 ≤0.10 0 ≤0.15 0 ≤0.20 0 ≤0.25 0 >0.25 0 43 5 0 0 0 0 33 1 0 0 0 0 Table 1 4 : Crack width distribution at a render strain value of 0.8% – secondary side Deformation Crack width w (mm) / number of cracks for the relative elongation Ɛ = 0.8% w N o. w N o. w N o. w N o. w N o. w N o. Load direction Warp ≤0.05 10 ≤0.10 21 ≤0.15 1 ≤0.20 0 ≤0.25 0 >0.25 0 6 16 4 0 0 0 3 23 2 0 0 0 Weft ≤0.05 0 ≤0.10 13 ≤0.15 4 ≤0.20 0 ≤0.25 0 >0.25 0 3 19 8 0 0 0 28 3 1 0 0 0 The characteristic crack width W rk [mm] at a render strain value of 0 .8%, determined with simplified procedure ( I I) is showed in Table 1 5 .