DoP N 15/0826 DIAGER EPOXY PURE. 2. Type, batch or Article 11(4): CODE F352650E F354700E ITEM EPOXY PURE EPOXY PURE

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1 DECLARATION OF PERFORMANCE According to Construction Product Regulation n 305/2011 DoP N 15/ Unique identification code of the producttype: DIAGER EPOXY PURE 2. Type, batch or serial number or any other element allowing identification of the construction product as required pursuant to Article 11(4): CODE F352650E F354700E ITEM EPOXY PURE EPOXY PURE BARCODE Intended I use or uses of the constructionn product, in accordance with the applicable harmonized technical specification, as foreseen by the manufacturer: Generic type and use Size covered Bonded anchor for anchorage of threaded rod. min hef max Intermediate depths are included. Base material and strength class Base material condition Reinforcedd or unreinforced normal weight concrete c of strength class C20/255 at minimum to C50/60 at maximum according to EN Cracked (from to ) and noncracked concrete (fromm to ). Seismic condition: category C2 (from too ) Threaded rods: a) Carbon galvanized steel class 5.8 and 8.8 according to EN ISO 8981 for dry internal conditions.. b) Stainless steel A470 and A480 according to EN ISO 3506 for dry internal conditions, external atmospheric exposure (including industrial and marine environment) or Anchor metal material and corresponding environmental exposure exposure in permanently damp internal conditions if no particular aggressive conditions exist. c) High resistant corrosion stainless steel class 70 according to EN ISO 3506 for all conditions.. Nuts and washers: Corresponding to anchor rod material above mentioned for the different environmental exposures. Type of loading Static, quasistatic and seismic loading (Seismic category C2). a) 40 C too +40 C (max. short term temperature +40 C and max. long term Service temperature range temperature +24 C), b) 40 C too +80 C (max. short term temperature +80 C and max. long term temperature +50 C). Use category Category 1 and 2: dry and wet concrete and flooded hole. Overhead installation is allowed. Perforation with hammer drilling machine Name, registered trade name or registered trade mark and contact address of the manufacturer m as required pursuant to Article 11( (5): DIAGER Rue Henri Moissan BP POLIGNYY cedex France 1 / 5

2 5. Where applicable, name and contact address of the authorized representative whose mandate Article (2): Nott applicable covers the tasks specified in 6. System or systems of assessment and verification v off constancy of performancee of the construction product as set out in Annex V: System 1 7. In case of the declaration of performance concerning c a construction product covered by a harmonized standard: Nott applicable 8. In case of the declaration of performance concerning a construction product for which a European Technical Assessment has been issued: ETADanmark A/S issued ETA15/0826 on the basis b of ETAG 001 part 5. IFBT (n 1109) performed: the determination of the product type on the basis b of type testing (including sampling), type calculation,, tabulated values or descriptive documentation of the product; the initial inspection of the factory and of the factory production control; the continuous surveillance; assessment and approval of the factory production control; under system 1 and issue the certificate of conformity n B1109CPR Declared performance: HARMONIZED TECHNICAL SPECIFICATION: ETAG 001 PART 5 PERFORMANCE ACCORDING TO ETA15/0826 Installation parameters d d0 [ mm] dfix h1 [ mm] hmin Tinstt [Nm] Min tfix [ mm] Max Smin Cmin 2 [] Category 1 2 [] Category 2 Resistance for combined pullout and concrete cone failure Rk, ucr [N/mm 2 ] concrete C20/25 Temperature range 40 C/+40 C (Tmlp = 24 C) Rk, ucr [N/mm 2 ] concrete C20/25 Temperature range 40 C/+80 C (Tmlp = 50 C) c,ucr C30/37 [] c,ucr C40/50 [] c,ucr C50/60 [] Rk, cr [N/mm 2 ] concrete C20/25 Temperature range 40 C/+40 C (Tmlp = 24 C) Rk, cr [N/mm 2 ] concrete C20/25 Temperature range 40 C/+80 C (Tmlp = 50 C) c,cr C30/37 [] c,cr C40/50 [] c,cr C50/60 [] hef + 5 mm heff + 30 mm; 1000 mm > mm ,20,0 9,0 11,0 8,5 11,0 11,0 10,0 8,5 8,58 1,08 1,15 1,19 7 5,5 5,55 5, hef + 2d ,0 5, ,0 10, 0 2 / 5

3 HARMONIZED TECHNICAL SPECIFICATION: ETAG 001 PART 5 PERFORMANCE ACCORDING TO ETA15/0826 Resistance for splitting failure Scr,s sp Ccr,sp Resistance for shear load Resistance for concrete pryout failure k []] Displacement under service load Tensile and Shear load Func [kn] for concretee from C20/25 to C50/60 0,unc, unc Fcr [kn][ for concrete from C20/25 to C50/60 0,cr,cr se h = hmin Scr,sp = 4 hef se hmin h < 2 hef Scr,sp = interpolate value se h 2 hef = 2 hef Scr,sp 7,6 0,29 9,5 0,31 0,50 Scr,sp 2,0 14,3 19,0 23,8 0,36 0, 37 0,38 0,80 9,5 14,3 19,0 0,36 0, 36 0,36 1,85 35,7 0,54 23,8 0,36 45,2 54, 8 0,67 0,80 HARMONIZED TECHNICAL SPECIFICATION: ETAG 001 PART 1 PARAGRAPH Reaction to fire PERFORMANCE In the final application the t thickness of the t mortar layer iis about 1 to 2 mm and most of the mortar is material classified class A1 according to EC Decision 96/603/EC. Therefore it may be assumed that the bonding material (synthetic mortar or a mixture of synthetic mortar and cementitious mortar) in connection with the metal anchor in the end usee application do not make any contribution to fire growth or to the fully developed fire and a they have no influence to the smoke hazard. HARMONIZED TECHNICAL SPECIFICATION: ETAG 001 PART 1 PARAGRAPH AND TECHNICAL REPORT TR020 Resistance to fire PERFORMANCE NPD 3 / 5

4 HARMONIZED TECHNICAL SPECIFICATION: ETAG 001 ANNEXX E QUALIFICATION FOR SEISMIC LOAD Resistance for steel failure (standard threadedd rod class 8.8 with A %) NRk,seis [kn] M,seis [] Resistance for combined pullout and concrete cone failure Rk, seis [N/mm 2 ] concrete C20/25 Temperature range 40 C/+40 C (Tmlp = 24 C) Rk, seis [N/mm 2 ] concrete C20/25 Temperature range 40 C/+80 C (Tmlp = 50 C) c,cr C30/37 [] c,cr C40/50 [] c,cr C50/60 [] Resistance for shear load Resistance for steel failure without leverarm (standard threadedd rod class 8.8 with A %) VRk,seis [kn] M,seis [] PERFORMANCE ACCORDING TO ETA15/ ,9 2, ,50 2,8 2,1 39 1, ,6 2,0 56 Displacement under tension and shear load in case of performance category C2 Size Displacement DLS Displacement ULS N,seis(DLS S) N,seis(ULS S) 0,26 0,37 0,25 0,45 0,24 0,56 Size Displacement DLS Displacement ULS V,seis(DLS S) V,seis(ULS S) 2,41 8,30 2,39 7,29 2,21 7,42 4 / 5

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