PRODUCT OVERVIEW ISOMAX rev01

Transcription

1 PRODUCT OVERVIEW ISOMAX rev01

2 SCHEDA TECNICA - TECHNICAL SHEET Via Trieste 1, San Giovanni al Natisone, Udine, Italia Tel Fax info@friulsider.com Assistenza tec. per Italia: Tel FM-ISOMAX Fissaggio con chiodo in acciaio per sistemi a cappotto ETICS / Fixing with steel nail for ETICS thermal insulation system Rev: 02 Pag. 1/2 DATI TECNICI - TECHNICAL DATA tfix do h1 hnom hmin d dr L Lc = spessore max fissabile / fixture thickness = diametro foro / hole diameter = profondità minima foro / minimum hole depth = profondità minima di posa / nominal embedment depth = spessore minimo supporto / minimum support thickness = diametro chiodo / nail diameter = diametro testa / head diameter = lunghezza ancorante / anchor length = lunghezza chiodo / nail length tipo - type do x L min tfix mm max Ø8x h1 [mm] hnom [mm] Ø8x hmin [mm] d [mm] Lc [mm] 100 dr [mm] Cod Ø8x Ø8x Ø8x Ø8x Ø8x Ø8x Ø8x Ø8x Ø8x400* * * * Misure non certificate CE - Not covered by CE certification Rondella per pannelli morbidi Washer for soft panels Ø [mm] Cod SUPPORTI BASE MATERIALS idoneo / suitable applications parzialmente indicato / partially suitable applications calcestruzzo / concrete mattone semipieno / honeycomb brick blocco forato Poroton / light weight honeycomb brick blocco forato Leca / hollow light aggregate block mattone pieno / solid brick mattone forato / cell like clay brick blocco forato cemento / hollow dense aggregate block cemento cellulare / aerated concrete pietra compatta / solid stone Friulsider S.p.A si riserva il diritto di apportare modifiche senza preavviso / Friulsider reserves the right to make modifications without prior notice.

3 SCHEDA TECNICA - TECHNICAL SHEET Via Trieste 1, San Giovanni al Natisone, Udine, Italia Tel Fax info@friulsider.com Assistenza tec. per Italia: Tel FM-ISOMAX Fissaggio con chiodo in acciaio per sistemi a cappotto ETICS / Fixing with steel nail for ETICS thermal insulation system INSTALLAZIONE - INSTALLATION Rev: 02 Pag. 2/2 Temperatura di posa / Installation temperature: 0 / +40 C Temperatura di esercizio / Working temperature: Trasmittanza termica/ Point thermal trasmittance: tfix=45 300mm - Technical Report TR025) -40 / +30 C (max +70 C breve periodo / for short period) Calcestruzzo/Concrete Bimattone doppio UNI / Double brick UNI Non sono consigliate applicazioni permanenti con carichi sospesi oltre i 40 C utilizzando ancoranti plastici The use of plastic anchors is not recommended for permanent suspended loading applications above 40 C. = [W/K] = [W/K] CARATTERISTICHE ANCORANTE - PRODUCT FEATURES Tipo Type Tassello Plug Chiodo Nail Rondella Washer Materiale Material polipropilene polypropylene acciaio con testa in polipropilene steel with polypropylene head polipropilene polypropylene CARICHI di TRAZIONE di PROGETTO (1) e AMMISSIBILI (2) DESIGN (1) and RECOMMENDED (2) TENSILE LOADS Tipo tassello Anchor type Profondità minima di posa Nominal embedment depth Calcestruzzo C20/25 Concrete C20/25 Mattone pieno Solid brick EN771-1 fb >= 28,2 MPa Bimattone doppio UNI Hollow clay brick double UNI EN771-1 fb >= 12,4 MPa ETA-08/0094 Categoria d uso A-B-C Use category A-B-C Ø8 h nom [mm] 55 N rd [kn] 0,20 N cons [kn] 0,13 N rd [kn] 0,15 N cons [kn] 0,10 N rd [kn] 0,15 N cons [kn] 0,10 1kN = 100 kgf (1) I carichi di progetto N rd derivano dai carichi caratteristici riportati sulla certificazione ETA-08/0094 per ETICS ETAG014 e sono comprensivi del coefficiente parziale di sicurezza y m =2,0. / The design loads N rd derive from the characteristic loads on the ETA-08/0094 certification for ETICS ETAG014 and are inclusive of the partial safety factor y m= 2,0. (2) I carichi ammissibili N cons derivano dai carichi caratteristici riportati sulla certificazione ETA-08/0094 per ETICS ETAG014 e sono comprensivi dei coefficienti parziali di sicurezza y f =1.5 and y m =2,0. Escludere la percussione nella fase di foratura su mattoni forati. Tenere conto dell eventuale presenza di intonaco non portante, che va compreso nello spessore fissabile tfix. / The recommended loads N cons derive from the characteristic loads on the ETA-08/0094 certification for ETICS ETAG014 and are inclusive of the partial safety factors y f =1.5 and y m =2,0. Avoid rotary percussion when drilling into hollow brick. In presence of plaster (non-load equalizing layer), the thickness must be added to that of the insulation tfix. In assenza di marcatura CE, i carichi consigliati derivano da prove eseguite presso il laboratorio Friulsider nel rispetto delle norme di riferimento. I valori di carico riportati hanno valore solo se l'installazione è stata eseguita correttamente. Il progettista è responsabile del dimensionamento e del numero degli ancoraggi. In the absence of CE markings, the recommended loads derive from tests carried out in the Friulsider laboratory in accordance with the appropriate standards. The load values are only valid if the installation has been carried out correctly. The design engineer is responsible for the designing and calculation of the fixing. Friulsider S.p.A si riserva il diritto di apportare modifiche senza preavviso / Friulsider reserves the right to make modifications without prior notice.

4 Zavod za gradbeništvo Slovenije Slovenian National Building and Civil Engineering Institute Dimičeva 12, 1000 Ljubljana, Slovenija Tel.: +386 (0) Fax: +386 (0) Ermächtigt u n d n o t i f i z i e r t gemäß Artikel 10 der Richtlinie des Rates vom 21. Dezember 1988 zur Angleichung der Rechts- und Verwaltungsvorschriften der Mitglie dstaaten über Bauprodukte (89/106/EWG) član EOTA European Technical Approval ETA-08/0094 [English translation prepared by ZAG Original version in Slovenian language] Komercialno ime Trade name FM-ISOMAX Imetnik soglasja Holder of approval Friulsider S.p.A. via Trieste San Giovanni al Natisone (UD) Italy Tip gradbenega proizvoda in njegova predvidena uporaba Generic type and use of construction product Zabito plastično sidro za pritrjevanje toplotno izlolacijskih sistemov z ometi na podlagi iz betona in opečnih votlakov Nailed-in plastic anchor for fixing of external thermal insulation composite systems with rendering on concrete and hollow masonry Veljavnost Validity od from do to Proizvodni obrat Manufacturing plant Friulsider S.p.A. Manufacturing plant n.1 Slovenia To Evropsko tehnično soglasje vsebuje This European Technical Approval contains: 15 strani vključno s 5 prilogami, ki so sestavni del tega soglasja 15 pages including 5 annexes, which form an integral part of the document Evropska organizacija za tehnična soglasja European Organisation for Technical Approvals

5 Page 2 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG I LEGAL BASES AND GENERAL CONDITIONS 1. This European Technical Approval is issued by the Slovenian National Building and Civil Engineering Institute (ZAG) 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 products 1, modified by the Council Directive 93/68/EEC 2 and regulation (EC) N o 1882/2003 of the European Parliament and of the Council 3 ; Zakon o gradbenih proizvodih ZGPro (Ur. List, št. 52/00 in 110/02) Construction Product Act ZGPro (OG RS N o 52/00 and 110/02), Common Procedural Rules for Requesting, Preparing and the Granting of European Technical Approvals set out in the Annex of Commission Decision 94/23/EC 4 ; Guideline for European Technical Approval of Plastic Anchors for Fixing of External Thermal Insulation Composite Systems with Rendering, ETAG 014, edition November The Slovenian National Building and Civil Engineering Institute (ZAG) is authorised 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 with 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 manufacturer 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 the Slovenian National Building and Civil Engineering Institute (ZAG), in particular pursuant to information by the Commission according to Article 5 (1) of the 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 the Slovenian National Building and Civil Engineering Institute (ZAG). 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 Official Journal of the European Communities N o L 40, , p.12 Official Journal of the European Communities N o L 220, , p.1 Official Journal of the European Union N o L 284, , p.1 Official Journal of the European Communities N o L 17, , p.34

6 Page 3 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG II SPECIFIC CONDITIONS OF THE EUROPEAN TECHNICAL APPROVAL 1 Definition of product and intended use 1.1 Definition of product The FM-ISOMAX is a nailed-in anchor which consists of a plastic part with a plate made of polypropylene and an accompanying specific nail of galvanised steel. The head of a nail has an additional plastic coating. The anchor is installed in drilled hole by hammering in the expansion nail. The expansion of the anchor applies the anchorage. The installed anchor is shown in Annex Intended use The anchor is intended to be used for anchorages for which requirements for safety in use in the sense of the Essential Requirement 4 of Council Directive 89/106/EEC shall be fulfilled and failure of anchorages made with these products cause low risk to human life. The anchor is to be used only as multiple fixing for the anchorage of bonded thermal insulation composite systems (ETICS) according to ETAG 004 in concrete and masonry. The base material shall be of reinforced or unreinforced normal weight concrete of strength classes C 16/20 at minimum and C50/60 at maximum according to SIST EN 206-1:2003 or of masonry walls made of clay bricks according to the Table 4 in Annex 4. The anchor may only be used for transmission of wind suction loads and shall not be used for the transmission of dead loads of the thermal insulation composite system. The dead loads have to be transmitted by the adhesion of the thermal insulation composite system. The FM-ISOMAX may be used with the accompanying specific nail made of galvanised steel. The provisions made in this European Technical Approval are based on an assumed working life of the anchor of 25 years. The indications given on the working life cannot be interpreted as a guarantee given by the manufacturer, 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 product and methods of verification 2.1 Characteristics of product The anchor corresponds to the drawings and information given in Annex 2 and 3. The characteristic material values, dimensions and tolerances of the anchor not indicated in these Annexes shall correspond to the respective values laid down in the technical

7 Page 4 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG documentation 5 of this European Technical Approval. The characteristic anchor values for the design of anchorage are given in Annex 4 and 5. Each anchor is to be marked with the identifying mark of the manufacturer, the type, length and the diameter of the anchor. The minimum anchorage depth shall be marked. The anchor shall only be packaged and supplied as a complete unit. 2.2 Methods of verification The assessment of fitness of the anchor for the intended use in relation to the requirements for safety in use in the sense of the Essential Requirement 4 has been made in accordance with - the Guideline for European Technical Approval of Plastic Anchors for Fixing of External Thermal Insulation Composite Systems with Rendering (ETAG 014), based on the use categories A and C and - the EOTA Technical Report TR 025 Determination of point thermal transmittance of plastic anchors for the anchorage of external thermal insulation composite systems (ETICS). 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 EU Construction Products Directive, these requirements need also to be complied with, when they apply. 3 Evaluation and attestation of conformity and CE marking 3.1 System of attestation of conformity According to the decision 97/463/EC of the European Commission 6 attestation of conformity applies. the system 2+ of This system of attestation of conformity is defined as follows: System 2+: Declaration of conformity of the product by the manufacturer on the basis of: a) tasks for the manufacturer: (1) initial type-testing of the product; (2) factory production control; (3) testing of samples taken at the factory by the manufacturer in accordance with a control plan. 5 The technical documentation of this European Technical Approval is deposited at the Slovenian National Building and Civil Engineering Institute (ZAG) and, as far as relevant for the tasks of the approved bodies involved in the attestation of conformity procedure, is handed over the approved bodies. 6 Official Journal of he European Communities L 198/31 of

8 Page 5 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG b) tasks for the approved body: 3.2 Responsibilities (4) certification of factory production control on the basis of: - initial inspection of factory and of factory production control; - continuous surveillance, assessment and approval of factory production control Tasks of the manufacturer Factory production control The manufacturer shall exercise permanent internal control of production. All the elements, requirements and provisions adopted by the manufacturer are documented in a systematic manner in the form of written policies and procedures, including records of results performed. This production control system ensures that the product is in conformity with the European technical approval. The manufacturer may only use raw materials stated in the technical documentation of this European technical approval. The incoming raw materials shall be subject to controls and tests by the manufacturer before acceptance. Check of incoming materials shall include control of the inspection documents presented by the manufacturer of the raw materials (comparison with nominal values) by verifying dimensions and determine the material properties. The manufactured components of the anchor shall be subjected to the following tests: Steel nail Dimensions (diameter, lengths), Material property (ultimate strength), Check of coating (electro-galvanisation). Plastic sleeve Shape, Dimensions (diameter, lengths), Markings, Properties of polypropylene granules (density, melt mass-flow rate (MFR), DSCcurve), Documentation of adjusting data of injection moulding machine. Visual control of correct assemblage and of completeness of the anchor. The factory production control shall be in accordance with the Control Plan of relating to the European technical approval ETA 05/0148 issued on 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 the Slovenian National Building and Civil Engineering Institute (ZAG). The results of factory production control shall be recorded and evaluated in accordance with the provisions of the Control Plan.

9 Page 6 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG Other tasks of the manufacturer The manufacturer shall, on the basis of a contract, involve a body which is approved for the tasks referred to in a section 3.1 in the field of FM - ISOMAX in order to undertake the actions laid down in section 3.3. For this purpose the Control Plan referred to in sections and shall be handed over by the manufacturer to the approved body or bodies involved. The manufacturer shall make a declaration of conformity, stating that the construction product is in conformity with the provisions of the European technical approval ETA- 08/0094 issued on Tasks of approved bodies The approved body shall perform the: - 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 of , relating to the European technical approval ETA 05/0148 issued on 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 factory production control 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 the Slovenian National Building and Civil Engineering Institute (ZAG) without delay. 3.3 CE-Marking The CE marking shall be affixed on each packaging of anchors. The symbol CE shall be followed by the identification number of the approved certification body and be accompanied by the following additional information: the name and address of the manufacturer, the last two digits of the year in which the CE-marking was affixed, the number of the EC certificate for the factory production control, number of the European technical approval, the number of the guideline for European technical approval, the identification number of the certification body, the name or identifying mark of the manufacturer and manufacturing plant, size of the plastic anchor, use category (A and C).

10 Page 7 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG Example of CE marking and accompanying information for FM-ISOMAX, with L a = 160 mm. CE -symbol 1234 Identification number of approved certification body Friulsider S.p.A. via Trieste San Giovanni al Natisone (UD) Italy CPD-0321 Name and the address of the manufacturer (legal entity responsible for the manufacturer) Two last digits of the year of affixing the CE marking Number of EC certificate for the factory production control ETA-08/0094 ETAG 014 PSK 160 category A, B and C Number of European technical approval Number of guideline for European technical approval Size of the plastic anchor Use category 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 with the Slovenian National Building and Civil Engineering Institute (ZAG), 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 the Slovenian National Building and Civil Engineering Institute (ZAG) before the changes are introduced. The Slovenian National Building and Civil Engineering Institute (ZAG) will decide whether or not such changes affect the ETA and consequently the validity of the CE marking on the basis of the ETA and if so whether further assessment or alternations to the ETA, shall be necessary. 4.2 Installation Design of anchorages General The ETA only applies to the manufacture and use of the anchor. Verification of stability of the external thermal insulation composite system including application of loads on the anchor are not subjects of this European Technical Approval. The fitness of the anchors for the intended use is given under the following conditions:

11 Page 8 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG The design of anchorages is carried out in compliance with ETAG 014 Guideline for European Technical Approval of Plastic Anchors for Fixing of External Thermal Insulation Composite System with Rendering under the responsibility of the engineer experienced in anchorages. Verifiable calculation notes and drawings shall be prepared taking account of the loads to be anchored, the nature and strength of the base materials, the thickness of insulation and the dimensions of the anchorage members as well as of the relevant tolerances. Proof of direct local application of load on the base material has been delivered. The anchor shall only be used for the transmission of wind suction loads. All other loads such as dead load and restraints shall be transmitted by the adhesion of the relevant external insulation composite system Resistance The characteristic values of the tension resistance of the anchor are given in Table 4, Annex 4. If there is a difference in the characteristic values of the base material or a similar base material of category C is supposed to be used; job-site tests according to shall be carried out and the characteristic tension resistance shall be determined Characteristic values, spacing and dimensions of anchorage member The minimum spacing and dimensions of anchorage member according to Annex 5 shall be observed Displacement behaviour When loaded to the design value of resistance in normal weight concrete and masonry made of clay bricks, a displacement of approximately 0,9 mm in load direction is expected Point thermal transmittance according EOTA Technical Report TR 025 The point thermal transmittance (χ) of the anchor according EOTA Technical Report TR 025 Determination of point thermal transmittance of plastic anchors for the anchorage of external thermal insulation composite systems (ETICS) is given in the following Table for use category A, B and C respectively. Table 4.1: Point thermal transmittance Anchor Insulation thickness h D [mm] Base material Point thermal transmittance χ [W/K] Concrete 0,005 FM-ISOMAX Vertically perforated masonry Vertically perforated masonry with pockets 0,004 0,003

12 Page 9 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG Plate stiffness according to EOTA Technical Report TR 026 No performance determined Installation of anchors The fitness for use of the anchor can only be assumed if the following conditions are met: Anchor installation carried out by appropriately qualified personnel and under the supervision of the person responsible for technical matters on the site. Use of the anchor only as supplied by the manufacturer without exchanging the components of an anchor. Anchor installation in accordance with the manufacturer s specifications and drawings using the tools indicated in this European Technical Approval. Checks before placing the anchor to ensure that the characteristic values of the base material in which the anchor is to be placed, is identical with the values, which the characteristic loads apply for. Observation of the drill method (Drill holes in masonry made of verticaly preforated clay bricks may only be drilled using the rotary drill. Other drilling methods may also be used if job site tests according to evaluate the influence of hammer or impact drilling). Placing drill holes without damaging the reinforcement. Temperature during the installation of the anchor 5ºC. Exposure to UV due to solar radiation of the anchor not protected by rendering 6 weeks Job site tests The characteristic tension resistance of the anchor may be determined by means of job site pull-out tests carried out on the material actually used, if a characteristic resistance of the base material does not exist (for example masonry made of solid masonry units). The characteristic resistance of the anchor shall be determined by carrying out at least 15 centric tension pull-out tests on site. These tests are also possible under same conditions in a laboratory. Execution and evaluation of these tests as well as the issue of the test report and the determination of the characteristic resistance should be under responsibility of approved testing laboratories or the supervision of the person responsible for the execution of the works on site. Number and position of the anchors to be tested shall be adapted to the relevant special conditions of the site and, for example, to be increased in the case of hidden and larger areas, such that reliable information about the characteristic resistance of the anchor in the base material in question can be derived. The tests shall take into account the most unfavourable conditions of the practical execution.

13 Page 10 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG Assembly The anchor to be tested shall be installed (e.g. preparation of drill hole, drilling tool to be used, drill bit) and the spacing and the edge distance shall be in the same way as planned for the fixing of external thermal insulation composite system. Depending on the drilling tool and according to ISO 5468, hard metal hammer-drill bits or hard metal percussion drill bits, respectively, shall be used. The cutting diameter shall be at the upper tolerance limit Execution of test The test rig used for the pull-out tests shall provide a continuous slow increase of the load, controlled by a calibrated load cell. The load shall apply perpendicular to the surface of the base material and shall be transmitted to the anchor via an hinge. The reaction forces shall be transmitted into the base material at a distance at least 15 cm from the anchor. The load shell shall be increased continuously in a way, that the ultimate load is reached after about 1 minute. The load is measured when the ultimate load (N 1 ) is achieved Test report The test report shall include all information necessary to assess the resistance of the tested anchor. It shall be included in the construction dossier. The minimum data required are: Construction site, owner of building; date and location of the tests, air temperature; tape of member (ETICS) to be fixed Masonry (type of brick, strength class, all dimensions of bricks, mortar group), Visual assessment of masonry (flush joints, joint clearance, regularity), Plastic anchor and nail; value of the cutting diameter of hard metal hammer-drill bits, measured before and after drilling, Test rig; results of tests including the indication of value N 1 Tests carried out or supervised by; signature Evaluation of test results The characteristic resistance N Rk1 is obtained from the measured values of N 1 as follows: N Rk1 = 0.6 N kn = the mean value of the five smallest measured values at the ultimate load N 1 Responsibility for the manufacturer It is in the responsibility of the manufacturer to ensure that the information on the specific conditions according to 1 and 2 including Annexes referred to 4.2.1, and 5 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 packaging and/or on an enclosed instruction sheet, preferably using illustration. The minimum data required are: base material for the intended use, drill bit diameter, maximum thickness of the ETICS,

14 Page 11 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG minimum effective anchorage depth, minimum hole depth, information on the installation procedure, identification of the manufacturing batch. All data shall be presented in a clear and explicit form. 5 Indications to the manufacturer 5.1 Packing, transport and storage The anchor shall only be supplied as a complete unit. The anchor shall be stored under normal climatic conditions in its original light-proof packaging. Before installation, it shall not be extremely dried or frozen. Leading expert: Dušica Drobnič, M.Sc., Research Engineer Head of the Service for Technical Approvals: Franc Capuder, M.Sc. The original document is signed by both signatories

15 Page 12 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG FM-ISOMAX Intended use Annex 1 of the European Technical Approval ETA 08/0094

16 Page 13 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG Table 1: Dimensions Anchor type Anchor sleeve Accompanying expansion nail d nom h ef d N [mm] [mm] [mm] FM-ISOMAX Various lengths of the anchor are permissible L a min = 100 mm; L a max = 360 mm Determination of maximum thickness of insulation: h d = L a t tol h ef e.g. L a = 160 mm t tol = 0 mm h d = 160 mm 0 mm -55 mm h d = 105 mm FM-ISOMAX Dimensions Annex 2 of the European Technical Approval ETA 08/0094

17 Page 14 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG Table 2: Materials Name Anchor sleeve Expansion nail Materials Polypropylene, Borealis BD310MO Steel, electro-galvanised 5 µmm according to EN ISO 4042, yellow chromated f uk = 490 N/mm 2 Table 3: Installation parameters Anchor type FM-ISOMAX Drill hole diameter 8 Cutting diameter of drill bit d cut [mm] 8.45 Depth of drill hole h 1 [mm] 70 Effective anchorage depth h ef [mm] 55 FM-ISOMAX Materials Installation properties Annex 3 of the European Technical Approval ETA 08/0094

18 Page 15 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG Table 4: Characteristic resistance to tension loads N Rk in concrete and masonry for a single anchor in kn Base material Bulk density [kg/m 3 ] Minimum compression strength [MPa] General remarks N Rk [kn] Concrete C 16/20 C 50/60 SIST EN ,4 Solid clay brick HD 250x120x65 mm ,3 Vertically perforated clay brick LD 290x190x190 acc. SIST EN ,3 Exterior web thickness 9 mm Vertically perforated clay brick with mortar pocket PTH 38 S LD 250x380x238 acc. SIST EN ,3 Exterior web thickness 10 mm Partial safety factor 1) γ M 2.0 1) valid in absence other national regulations FM-ISOMAX Characteristic resistance Annex 4 of the European Technical Approval ETA 08/0094

19 Page 16 of ETA-08/0094, issued on 02.11:2010, English translation prepared by ZAG Table 5: Anchors distances and dimensions of members Anchor type FM-ISOMAX Minimum spacing s min = [mm] 100 Minimum edge distance c min = [mm] 100 Minimum thickness of member h = [mm] 100 FM-ISOMAX Minimum thickness of members Minimum spacing and edge distances Annex 5 of the European Technical Approval ETA 08/0094

20 Friulsider SpA DoP_isomax_rev.01 Declaration of Performance FM-ISOMAX Plastic anchor with steel nail for fixing of ETICS via Trieste, 1 San Giovanni al Natisone (UD) Italy - ph info@friulsider.com Intended use or uses of the construction product according to ETAG014 and TR025* Generic type Plastic anchor for multiple fixing for the anchorage of external thermal insulation composite systems with rendering (ETICS) Base material (use category) > A: normal weight concrete acc. to EN > B: Solid clay masonry acc. to EN > C: hollow or perforated clay brick acc. to EN Material Sleeve: Polypropylene acc.to ISO Nail: Zinc coated steel (f uk 490N/mm²) the head as an additional plastic covers Durability See ETA point 1.2 Loading only be used for transmission of wind suction loads and shall not be used for the transmission of dead loads of the ETICS Fire Resistance NPD Fire Reaction NPD Point thermal transmittance* See table under ETA-08/0094 issued by ZAG approval body nr.1404 On the basis of ETAG014 Certificate of Conformity 1404-CPD-1532 issued by ZAG notified body nr.1404 Under System (AVCP) 2+ Declared performances according to ETA-08/0094 (ETAG014) Design method according to ETAG014 ESSENTIAL CHARACTERISTICS PERFORMANCE Installation parameters FM-ISOMAX d 0 Nominal diameter of drill bit [mm] 8 h ef Minimum effective anchorage depth [mm] 55 h min Minimum thickness of base material [mm] 100 h 1 Depth of drill hole to deepest point [mm] 70 s min Minimum spacing [mm] 100 c min Minimum edge distance [mm] 100 Pull-out failure for use in Concrete N Rk,p Tension characteristic load in concrete C16/20 C50/60 24 C 2) / 40 C 3) [kn] 0,4 Pull-out failure for use in Solid Clay Bricks HD 250x120x65 - fb 28,2 [MPa] - 1,6 [kg/dm 3 ] N Rk,p Tension characteristic load 24 C 2) / 40 C 3) [kn] 0,3 Pull-out failure for use in Vertically perforated clay brick LD 290x190x190 - fb 13,3 [MPa] - 1,77 [kg/dm 3 ] N Rk,p Tension characteristic load 24 C 2) / 40 C 3) [kn] 0,3 Drill Method [-] Rotary drilling Pull-out failure for use in Vertically perforated clay brick with mortar pocket PTH 38 S LD 250x380x238 - fb 12,4 [MPa] - 1,77 [kg/dm 3 ] N Rk,p Tension characteristic load 24 C 2) / 40 C 3) [kn] 0,3 Drill Method [-] Rotary drilling 1) m Partial safety factor [-] 2,0 1) In absence of other national regulations; 2) Maximum long term temperature; 3) Maximum short term temperature. Declared performances according to TR025 ESSENTIAL CHARACTERISTICS Point thermal transmittance t fix [mm] PERFORMANCE Concrete [W/K] 0,005 Vertically perforated masonry [W/K] 0,004 Vertically perforated masonry with mortar pocket [W/K] 0,003 We inform you that Friulsider is classified in the EC 1907/2006 Reach Directive as a Downstream-user of substances. The product supplied does not contain substances classified as SVHC according to the Candidate List in a concentration equal or greater than 0.1% (weight / weight). Article 31 is not applicable to the present product. According to Construction Products Regulation CPR 305/2011/EU pg.1/2

21 Friulsider SpA DoP_isomax_rev.01 The above performances apply for the following article numbers: d nom 5) Ø8 L 5) [mm] t fix 6) [mm] Marking Cod PSK 100/Ø PSK 120/Ø PSK 140/Ø PSK 160/Ø PSK 180/Ø PSK 200/Ø PSK 220/Ø PSK 260/Ø PSK 300/Ø PSK 360/Ø ) Diameter of anchor sleeve; 5) Length of anchor; 6) Thickness fixture max. The performances of the product identified by the above identification code are in conformity with the declared performance. This declaration of performance is issued under the sole responsibility of Friulsider SpA. Signed for and behalf of the manufacturer by: Name and functions Place and date of issue Signature Eng.Vittorio Pilla General Director San Giovanni al Natisone, According to Construction Products Regulation CPR 305/2011/EU pg.2/2