DEKLARACJA WŁAŚCIWOŚCI UŻYTKOWYCH

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1 DEKLARACJA WŁAŚCIWOŚCI UŻYTKOWYCH DoP: 0142 dla FUR platic anchor dla concrete and maonry (Łą z iki tworzywowe do zatoowa ia w eto ie i w ura h) PL 1. Niepowtarzalny kod identyfikacyjny typu wyrobu: DoP: Zamierzone zatoowanie: Do zatoowa ia w yte a h faadowy h, lu podwieza ia ele e tów, które wpływają a ta il ość yte u, zo a z dodatek, w z zegól oś i a eky B 1 do B 4 3. Producent: ficherwerke GmbH & Co. KG, Klau-Ficher-Straße 1, Waldachtal, Niemcy 4. Upoważ io y przedtawi iel: Sytem(-y o e y i weryfika ji tałoś i właś iwoś i użytkowy h: Europejki dokument oceny: ETAG 020, Europejka ocena techniczna: ETA-13/0235; Jednotka doceny technicznej: ETA-Danmark A/S Jednotka lub jednotki notyfikowane: 1343 MPA Darmtadt 7. Deklarowa e właś iwoś i użytkowe: Wytrzy ałość e ha i z a i ta il ość oadze ia (BWR, Bezpie zeńtwo i dotęp ość (BWR 4) Noś ość harakteryty z a a wyrywa ie i ś i a ie: Zo a z dodatek, w z zegól oś i a eky C 1 do C 2 Noś ość harakteryty z a a o e t zgi ają y: Zo a z dodatek, w z zegól oś i a eky C 1 Prze iez ze ia pod wpływe o iążeń ś i ają y h i wyrywają y h: Zo a z dodatek, w z zegól oś i a ek C 1 Odtępy kotew i wy iary złą za: Zo a z dodatek, w z zegól oś i a eky B 2 do B 3 O hro a prze iwpożarowa (BWR 2) Reak ja a ogień: peł iają wy aga ia dla klay A1 Odpor ość a działa ie og ia: Zo a z dodatek, w z zegól oś i a ek C 1 8. Odpowiednia dokumentacja techniczna lub pecjalna dokumentacja techniczna: --- Właś iwoś i użytkowe określo ego powyżej wyro u ą zgod e z zetawe deklarowa y h właś iwoś i użytkowy h. Ni iejza deklara ja właś iwoś i użytkowy h wyda a zotaje zgod ie z rozporządze ie UE r 5/ a wyłą z ą odpowiedzial ość produ e ta określo ego powyżej. W i ie iu produ e ta podpiał -a): Andrea Bucher, Dipl.-Ing. Wolfgang Hengebach, Dipl.-Ing., Dipl.-Wirtch.-Ing. Tumlingen, Ni iejza Deklara ja Właś iwoś i Użytkowy h zotała przygotowa a w róż y h języka h. W razie wątpliwoś i w interpretacji, werja angielka jet zawze miarodajna. - Dodatek zawierają y do rowol e i uzupeł iają e i for a je w języku a gielki, eutral e językowo a wykra zają e poza wymagania prawne.

2 Appendix 1 / 12 II SPECIFIC PART OF THE EUROPEAN TECHNICAL ASSESSMENT 1 Technical decription of product and intended ue Technical decription of the product Ficher FUR 10 i a platic anchor coniting of a platic leeve made of polyamide and an accompanying pecific crew of galvanied teel or galvanized teel with an additional Duplex-coating or of tainle teel. The platic leeve i expanded by crewing in the pecific crew which pree the leeve againt the wall of the drilled hole. The intalled anchor i hown in Annex 1 2 Specification of the intended ue in accordance with the applicable EAD The performance given in Section 3 are only valid if the anchor i ued in compliance with the pecification and condition given in Annex B. The verification and aement method on which thi European Technical Aement i baed lead to the aumption of a working life of the anchor of at leat 50 year. The indication given on the working life cannot be interpreted a a guarantee given by the producer, but are to be regarded only a a mean for chooing the right product in relation to the expected economically reaonable working life of the work.

3 Appendix 2 / 12 3 Performance of the product and reference to the method ued for it aement 3.1 Mechanical reitance and tability (BWR The eential characteritic regarding mechanical reitance and tability are included under the Baic Work Requirement Safety in ue 3.2 Safety in cae of fire (BWR 2) Reaction to fire Anchorage atify requirement for Cla A 1 Reitance to fire See Annex C Safety and acceibility (BWR 4) Characteritic reitance for tenion and hear load, ee Annexe C 1, C 2 Characteritic reitance for bending moment, ee Annex C 1 Diplacement under hear and tenion load, ee Annex C1 Anchor ditance and dimenion of member, ee Annex B 2 and B General apect The verification of durability i part of teting the eential characteritic. Durability i only enured if the pecification of intended ue according to Annex B are taken into account.

4 Appendix 3 / 12 4 Attetation and verification of contancy of performance (AVCP) 4.1 AVCP ytem In accordance with guideline for European technical approval ETAG 020, March 2012 ued a European Aement Document (EAD) according to Article 66 Paragraph 3 of Regulation (EU) No 305/2011 the applicable European legal act i: 97/463/EC. The ytem to be applied i 2+.

5 Appendix 4 / 12 ficher frame fixing FUR h nom t fix h 1 h Intended Ue Fixing in concrete and different kind of maonry Legend h nom = overall platic anchor embedment depth in the bae material h 1 = depth of drill hole to deepet point h = thickne of member (wall) t fix = thickne of fixture and / or non-load bearing layer Figure not to cale ficher long haft fixing FUR Annex A 1 Product decription Intalled anchor

6 Appendix 5 / 12 FUR Anchor leeve counterunk verion: Marking of embedment depth Ø dnom hnom ld tfix Marking: Brand Anchor type Size e.g. FUR 10x100 l Sf flat-collar verion: Ø dsf Special crew: l G Ø d 3) ls 3), 2) ls, 2) ls 3) ls Additional marking of the pecial tainle-teel crew: A4. 2) Internal driving feature for Torx bit i optional for hexagonal head 3) Optional additional verion with underhead rib Figure not to cale ficher long haft fixing FUR Annex A 2 Product decription Anchor type / pecial crew

7 Appendix 6 / 12 Table A3.1: Dimenion Anchor type Anchor leeve Special crew h nom Ød nom t fix l d l Sf 2) Ød Sf Ød l G l FUR ,2 18,5 7, To enure that the crew penetrate the anchor leeve, l mut be l d + l Sf 2) + 7 mm 2) Only valid for flat collar verion Table A3.2: Material Name Anchor leeve Special crew Material Polyamide, PA6, colour grey - Steel gvz A2G or A2F acc. to EN ISO 4042:2001 or - Steel gvz A2G or A2F acc. to EN ISO 4042:2001+ Duplex-coating type Delta- Seal in three layer (total layer thickne 6 μm) or - Stainle teel acc. to EN :2014, e.g , , , ficher long haft fixing FUR Annex A 3 Product decription Dimenion / Material

8 Specification of intended ue Anchorage ubject to: Static and quai-tatic load. Multiple fixing of non-tructural application. Appendix 7 / 12 Bae material: Reinforced or unreinforced normal weight concrete with trength clae C12/15 (ue category a ), according to EN 206-1:2000, Annex C1. Solid brick maonry (ue category b ), according to Annex C2. Note: The characteritic reitance i alo valid for larger brick ize and higher compreive trength of the maonry unit. Hollow brick maonry (ue category c ), according to Annex C2. Mortar trength cla of the maonry M2,5 according to EN 998-2:2010. For other bae material of the ue categorie a, b or c the characteritic reitance of the anchor may be determined by job ite tet according to ETAG 020, Annex B, Edition March Temperature Range: FUR 10 c: - 20 C to 50 C (max. hort term temperature + 50 C and max long term temperature + 30 C) b: - 20 C to 80 C (max. hort term temperature + 80 C and max long term temperature + 50 C) Ue condition (Environmental condition): Structure ubject to dry internal condition (zinc coated teel, tainle teel). The pecific crew made of galvanied teel or galvanied teel with an additional Duplex-coating may alo be ued in tructure ubject to external atmopheric expoure, if the area of the head of the crew i protected againt moiture and driving rain after mounting of the fixing unit in thi way, that intruion of moiture into the anchor haft i prevented. Therefore there hall be an external cladding or a ventilated raincreen mounted in front of the head of the crew and the head of the crew itelf hall be coated with a oft platic, permanently elatic bitumen-oil-combination coating (e.g. undercoating or body cavity protection for car). Structure ubject to external atmopheric expoure (including indutrial and marine environment) and to permanently damp internal condition, if no particular aggreive condition exit (tainle teel). Note: Particular aggreive condition are e.g. permanent, alternating immerion in eawater or the plah zone of eawater, chloride atmophere of indoor wimming pool or atmophere with extreme chemical pollution (e.g. in deulphurization plant or road tunnel where de-icing material are ued). Deign: The anchorage are to be deigned in accordance with the ETAG 020, Annex C under the reponibility of an engineer experienced in anchorage and maonry work. Verifiable calculation note and drawing hall be prepared taking account of the load to be anchored, the nature and trength of the bae material and the dimenion of the anchorage member a well a of the relevant tolerance. The poition of the anchor i indicated on the deign drawing. Fatener are only to be ued for multiple ue for non-tructural application, according to ETAG 020, Edition March Intallation: Hole drilling by the drilling method according to Annex C1 and C2 for ue categorie b and c. Anchor intallation carried out by appropriately qualified peronnel and under the uperviion of the peron reponible for technical matter of the ite. Intallation temperature FUR 10: - 20 C to + 40 C Expoure to UV due to olar radiation of the not protected anchor 6 week. ficher long haft fixing FUR Annex B 1 Intended ue Specification

9 Table B1.1: Intallation parameter Appendix 8 / 12 Anchor type FUR 10 Drill hole diameter d 0 = 10 Cutting diameter of drill bit d cut 10,45 Depth of drill hole to deepet point h 1 85 Overall platic anchor embedment depth in the bae material 2) h nom 70 Diameter of clearance hole in the fixture d f 12,5 See Annex 1 2) If the embedment depth i higher than h nom given in Table B1.1 (only for hollow and perforated maonry), job ite tet have to be carried out according to ETAG 020, Annex B. Table B1.2: Minimum thickne of member, edge ditance and pacing in concrete Anchor type FUR 10 Concrete C16/20 Concrete C12/15 Minimum thickne of member h min 110 Intermediate value by linear interpolation Characteritic edge ditance c cr,n Characteritic pacing cr,n Minimum allowable pacing and edge ditance min = 50 for c 100 c min = 50 for 150 min = 70 for c 140 c min = 70 for 210 FUR 10: In cae a fixing point conit of more than 1 anchor with pacing of cr,n, thi fixing point i conidered a a group with a max. characteritic reitance N Rk,p acc. to Table 6. For > cr,n, the anchor are alway conidered a ingle anchor, each with a characteritic reitance N Rk,p acc. to Table 6. Scheme of ditance and pacing in concrete c h ficher long haft fixing FUR Annex B 2 Intended ue Intallation parameter, minimum thickne, edge ditance and pacing Figure not to cale

10 Appendix 9 / 12 Table B2.1: Minimum ditance and dimenion in maonry Anchor type FUR 10 Minimum thickne of member h min 110 Single anchor Minimum allowable pacing min 250 Minimum allowable edge ditance c min 100 Anchor Group Minimum allowable pacing perpendicular to free edge 1,min 100 Minimum allowable pacing parallel to free edge 2,min 100 Minimum allowable edge ditance c min 100 Scheme of ditance and pacing in maonry c 2 1 h ficher long haft fixing FUR Annex B 3 Dimenion, Intended material, ue Minimum Intallation ditance and parameter, dimenion in maonry Characteritic bending reitance Figure not to cale

11 Appendix 10 / 12 Intallation Intruction (the following picture how fixing through timber part) 1. Drill the bore hole acc. to Table B1.1 uing the drill method decribed in the correponding Annex C. 2. Remove dut from borehole (maonry and concrete). 3. Inert anchor (crew and plug) by uing a hammer until the collar of the platic leeve i fluh with the urface of the fixture. 4. The crew i crewed-in until the head of the crew touche the leeve. The anchor i correctly mounted, when the head of the crew fit tight on the urface and cannot be crewed-in any further. 5. Correctly intalled anchor in hollow maonry. 6. Correctly intalled anchor in concrete. Figure not to cale ficher long haft fixing FUR Annex B 4 Intended ue Intallation intruction

12 Table C1.1: Characteritic bending reitance of the crew in concrete and maonry Anchor type FUR 10 Material Characteritic bending reitance galvanied teel tainle teel M Rk, [Nm] 17,7 17,1 Partial afety factor γ M 1,25 1,29 In abence of other national regulation Appendix 11 / 12 Table C1.2: Characteritic reitance of the crew for ue in concrete Failure of expanion element (pecial crew) galvanized teel FUR 10 tainle teel Characteritic tenion reitance N Rk, [kn] 18,7 18,1 Partial afety factor γ M 1,50 1,55 Characteritic hear reitance V Rk, [kn] 9,4 9,0 Partial afety factor γ M 1,25 1,29 In abence of other national regulation Table C1.3: Characteritic reitance for ue in concrete (ue categorie a ) Pull-out failure (platic leeve) FUR 10 Concrete C12/15 Characteritic reitance N Rk,p [kn] 4,5 Partial afety factor γ Mc In abence of other national regulation 1,8 Table C1.4: Diplacement under tenion und hear loading in concrete, maonry Anchor type Tenion load Shear load F 2) [kn] NO N VO V FUR 10 1,8 0,62 1,24 3,39 5,09 Valid for all range of temperature 2) Intermediate value by linear interpolation Table C1.5: Value under fire expoure in concrete C20/25 to C50/60 in any load direction no permanent centric tenion load and without lever arm Anchor type Fire reitance cla F FUR 10 R 90 0,8 kn FRk / ( m X F) ficher long haft fixing FUR Annex C 1 Performance Characteritic reitance and characteritic bending reitance of the crew Characteritic reitance for ue in concrete and value under fire expoure

13 Appendix 12 / 12 Table C2.1: FUR 10 characteritic reitance F Rk in [kn] in olid and hollow maonry (ue category b and c ) Bae material [Supplier Title] Ue Cat. Geometry and min. DF or min. ize (L x W x H) and drilling method min. compreive trength f b [N/mm²] / bulk denity [kg/dm 3 ] Characteritic reitance F RK FUR 10 [kn] 30/50 C 50/80 C Clay olid brick Mz, e.g. acc. to EN 771-1:2011 e.g. Schlagmann b NF (240x113x7 by hammer drilling 12/1,8 3,0 10/1,8 2,5 8/1,8 2,0 Calcium ilicate olid brick KS, acc. to EN 771-2:2011, e.g. KS Wemding b NF (240x113x7 by hammer drilling (500x175x235) by hammer drilling 20/1,8 2,5 10/1,8 2,0 8/1,8 1,5 12/1,8 3,5 10/1,8 3,0 8/1,8 2,5 Lightweight olid brick, Vbl acc. to EN 771-3:2011, e.g. KLB b (250x240x245) by hammer drilling 8/1,6 3,0 6/1,6 2,0 Clay brick Form B, HLz acc. to EN 771-1: /1,4 2,0 c 16/1,4 1,7 12/1,4 1,3 by rotary drilling 10/1,4 1,0 Hollow calcium ilicate brick KSL, acc. to EN 771-2:2011, e.g. KS Wemding c , No /1,6 2,5 12/1,6 2, DF (240x115x113) by hammer drilling 10/1,6 1,5 Partial afety factor γ Mm 2,5 In abence of other national regulation Figure not to cale ficher long haft fixing FUR Annex C 2 Performance Characteritic reitance in maonry (cat. b and c )