DECLARATION OF PERFORMANCE No. 0008 - EN 1. Unique identification code of the product-type: fischer FIS GREEN 2. Intended use/es: Product Metal injection anchors for use in masonry Intended use/es For fixing and/or supporting to masonry, structural elements (which contributes to the stability of the works) or heavy units 3. Manufacturer: fischerwerke GmbH & Co. KG, Otto-Hahn-Straße 15, 79211 Denzlingen, Germany 4. Authorised representative: -- 5. System/s of AVCP: 1 6a. Harmonised standard: --- Notified body/ies: --- 6b. European Assessment Document: ETAG 029; 2013-04 European Technical Assessment: ETA-14/0471; 2015-02 Technical Assessment Body: DIBt Notified body/ies: 1343 MPA Darmstadt 7. Declared performance/s: Mechanical resistance and stability (BWR 1) Essential characteristic Performance Characteristic resistance for tension and shear loads See Annex C 1 to C 3 Characteristic resistance for bending moments See Annex C 4 Displacements under shear and tension loads See Annex C 4 Reduction Factor for job site tests (β-factor) See Annex C 4 Edge distances and spacing See Annex C 5 Safety in case of fire (BWR 2) Essential characteristic Reaction to fire Resistance to fire Performance Anchorages satisfy requirements for Class A1 No performance determined (NPD) 8. Appropriate Technical Documentation and/or Specific Technical Documentation: --- The performance of the product identified above is in conformity with the set of declared performance/s. This declaration of performance is issued, in accordance with Regulation (EU) No 305/2011, under the sole responsibility of the manufacturer identified above. Signed for and on behalf of the manufacturer by: Andreas Bucher, Dipl.-Ing. Wolfgang Hengesbach, Dipl.-Ing., Dipl.-Wirtsch.-Ing. Tumlingen, 2015-02-05
Page 18 of European Technical Assessment ETA-14/0471 of 3 February 2015 DIBt Table C1.1; Characteristic values of resistance to tension loads and to shear loads for solid bricks Bricl< No. Density p [l<g/dm'] Compressive strength fb [N/mm^] SIeeve FIS H...K Anchor size or screw size in internal threaded anchor Effective anchorage depth tief,min flef.max Characteristic resistance [kn] 24/40X 50/80 C d/d wav d/d w/w \/ VRk All categories M6 50 85 M8 50 200 (1.5) () () () () () () 4.0 (2.5) () pä1,8 fbä20 (fbälo) without M10 50 79 4,5 (3,0) 4,5 (3,0) 6,0 M10 80 199 6,0 (4,5) 6.0 (4.5) (4.0) M10 200 200 12.0 (11,0) 12,0 (11,0) 12,0 (8,5) M12 50 79 4,0 (3,0) 4,0 (3,0) M12 80 199 7,0(5,0) 7,0 (5,0) 5,5 (4,0) M12 200 200 10,0 (7.0) 10,0 (7,0) 12,0(11.5) FIS E M6/8, FISEM10/M12 85 85 6,0 (4,5) 6,0 (4,5) 4,0 () M6 50 85 () () () () M8 50 200 () () 4,0 (3,0) P S 1.8 fb>20 (fbä10) without MIO 50 79 3.0 (2,0) 3.0 () MIO 80 199 4.0 (3,0) 4.0 (3,0) M10 200 200 12,0 (9,0) 12,0 (9,0) M12 50 79 3,0 (2,0) 3,0 (2.0) 5.5 (4,0) 2 M12 80 199 4,5 (3,0) 4,5 (3,0) M12 200 200 12,0 (9.0) 12,0 (9,0) 7.0 (5.0) V< FIS E M6/8, FISEM10/M12 85 85 4,0 () 4,0 (2.5) 4,0 (3.0) 12x85 M6/8 85 85 8,0 (5,5) 4,5 (3,0) 4,5 (3,0) 16x85 M8/M10 85 85 4,5 (3,5) 3,0 (2,0) 3 P 2 1.8 fba20 (fb^lo) 20x85 85 85 12,0(9,5) 8,0 (5,5) 16x130 M8/M10 18x130/200 MI O/Ml 2 110 130 4.5 (3,0) 2.5 (2.0) 20x130 22x130/200 M16 110 130 8.5 (6,0) 5,0 (3,5) 5,5 (3.5) M6 50 200 1.5 2.5 4 P ^ 1.8 fbä 20 without M8 50 200 2.0 2,0 4.0 M10 50 200 2.0 2,0 5.5 M12 50 200 3.0 3,0 For design according to ETAG 029, Annex C: Vri = Vpk.b = ^ = Vr^ s flscher Injectionsystem FIS GREEN for masonry Characteristic values of resistance to tension load and shear load, part 1 Annex C1 Z6024.15 8.06.04-328/14
Page 19 of European Technical Assessment ETA-14/0471 of 3 February 2015 DIßt Tabie C1.2: Characteristic values of resistance to tension loads and to shear loads for perforated bricks Brick No. Density p [kg/dm^] Compressive strength fb [N/mm^] SIeeve FISH...K Anchor size or screw size In Intemal threaded anchor Effective Characteristic resistance [kn] anchorage depth hef.mln hef.max 24/40X 50/80 C d/d w/w d/d w/w \/ VRk All categories - 5 P ä1.4 fbäs 12x85 16x85 20x85 M6/M8 M8/I\/I10 85 85 3,5 2,0-6.;^p P Q.'^aS AI ä0,6 ft,>8 12x85 M6/M8 85 85 16x85 M8/M10 85 85 20x85 MIO,, 85 85 16x130 18x130/200 20x130 22x130/200 M8/M10 M10/M12 M16 110 130 110 130 3,5 (2.0) 5,5 (3,5) 4,5 () 2,0 (1.2) 3,5 (2,0) (1.5) 4,5 (2.5) 8.0 (5,5) 7,5 (4,5) 8,0 (5,5) 7,5 (4,5) 12x85 M6/M8 85 85 2 1.2 16x85 M8/M10 85 85 1.5 3,0 20x85 M12,M16 85 85 2.0 1.2 1.5 16x130 18x130/200 M8/M10 M10/M12 130 130 2.5 3,0 20x130 22x130/200 M16 110 130 2.0 1.2 20x200 180 200 1.5 1.5 12x85 M6, M8 85 85 3,5 2.0 4,0 16x85 M8.M10 85 85 3.5 2.0 5,5 P ^ fbä10 20x85 M12, M16 85 85 4.0 2.5 6,0 16x130 M8/M10 110 130 4,5 5,5 18x130/200 M10/M12 8 20x130 22x130/200 M16 For design according 1o ETAG 029, Annex C: Nrk = Nrk.p = NRK.b = NRk,s For design according to ETAG 029, Annex C: Vrk = VRk,b = VRk,c = Vri,«110 130 3,5 2,0 6,0 flscher Injectionsystem FIS GREEN for masonry Characteristic values of resistance to tension load and shear load, part 2 Annex C 2 Z6024.15 8.06.04-328/14
Page 20 of European Technical Assessment ETA-14/0471 of 3 February 2015 DIßt Table C1.3: Characteristic values of resistance to tension loads and shear loads for aerated concrete Density p [kg/dm'] Effective anchorage depth Characteristic resistance [kn] NRk^' \/ VRk Brick No. Compressive strength ft [N/mm^] SIeeve FIS H...K Anchor size or screw size in internal threaded anchor hef.min hef.max 24/40 C 50/80 C d/d w/w d/d w/w All categories p >350 fb^2 M6 100 200 1.5 1,2 1.2 M8 100 200 2,0 1.5 2,0 1.5 without MIO 100 200 2,0 1.5 2,0 M12 100 200 2,0 2,0 M16 100 200 2,0 2.0 1,2 ff" M6 100 200 2.0 1.5 2,0 1.5 M8 100 200 2.0 2,0 p 2:500 fbs4 without MIO 100 200 3.0 2.0 3,0 2,0 1.5 9 M12 100 200 3.0 2.5 3,0 2.5 M16 100 200 3.0 3,0 p a650 fbä6 M6 100 200 2.5 2,0 2,0 M8 100 200 3.5 3,5 2.5 without MIO 100 200 4,0 3,0 4,0 3,0 M12 100 200 4,0 3,0 4,0 3,0 2.5 M16 100 200 4,0 3,0 4.0 3,0 2,0 For design according to ETAG 029, Annex C: Nr^ = NRk,p = Npk.b = Npk.s For design according to ETAG 029, Annex C: Vpk = VRk b= VRk.c = VRk,s fischer Injectionsystem FIS GREEN for masonry Characteristic values of resistance to tension loads and shear loads for aerated concrete, part 3 Annex C 3 Z6024.15 8.06.04-328/14
Page 21 of European Technical Assessment ETA-14/0471 of 3 Febmary 2015 DIßt Table C2: Characteristic bending moments Size M6 MS MIO M12 M16 Zinc-plated Property 5.8 [Nm] 8 19 37 65 166 Charac steel class 8.8 [Nm] 12 30 60 105 266 teristic Stainless Property 50 [Nm] 8 19 37 65 166 bending steel A4 class 70 [Nm] 11 26 52 92 232 moment High 50 [Nm] 8 19 37 65 166 corrosionresistant Property MRk,s 70^' [Nm] 11 26 52 92 232 class Steel C 80 [Nm] 12 30 60 105 266 'fuk =700 N/mm^; fy^ = 560 N/mm^ Table C3: Displacements under tension load and shear load N Sno 8nx IkN] Solid bricks'' 1,32 2,64 NRk t\k Perforated bricks"'' 1,0 2,0 Aerated concrete 1,0 2,0 V 5vo 5v» [kn] 1,2 1,8 1.9 2,85 1,4 2,93 4,4 Blick No.;1;2;3;4 ^'Brick No.:5;6:7;8 Table C4: ß- factor for job site tests according to ETAG 029, Annex B Brick Size ß- Factor No. Temp 24 C/40 C Temp 50 C/80 C 1 2 d/d w/w d/d wav M6;M8 0,8 0,48 0,80 0,48 Mi 2x200 0,78 0,78 0,78 0,78 Other sizes 0,84 0,84 0,84 0,84 Other sizes 0,84 0,84 0,81 0,81 M8x200 0,55 0,55 0,55 0,54 M6x50 0,84 0,51 0,84 0,51 3 All sizes 0,84 0,84 0,51 0,5 4 Other sizes 0,84 0,84 0,84 0,84 M6x50 0,84 0,51 0,84 0,51 5 All sizes 0,71 0,71 0,43 0,43 6 All sizes 0,84 0,84 0,51 0,50 7 Other sizes 0,84 0,84 0,51 0,51 20x130,20x200 0,67 0,67 0,41 0,4 8 All sizes 0,84 0,84 0,51 0,50 9 All sizes 1,0 0,79 1,0 0,79 fischer Injectionsystem FIS GREEN for masonry Characteristic bending moments; displacements; ß- factors for job site tests Annex C 4 Z6024.15 8.06.04-328/14
Page 22 of European Technical Assessment ETA-14/0471 of 3 Febmary 2015 DIBt Table C5: Edge distance and spacing (instailation with and without sieeves) Dlrectlon to bed joint 1 Min. thickness Brick No. hef Cirin Smin Scr Smin Scr of the masonry members 50 100 150 150 1.2 80 100 240 240 200 150 300 300 3 85 100 255 255 o 00 130 100 390 390 a. 4 5 50 all sizes 100 100 150 55 150 230 o co + 6 all sizes 100 115 240 7 all sizes 120 240 250 8 all sizes 120 115 240 9 all sizes 80 115 240 0) o O' I 'O o.1=: :q q: Smin II = Minimum spacing anchor group parallel to bed Joint Smin-*- = Minimum spacing anchor group vertical to bed joint Scrii = Characteristic spacing anchor group parallel to bed joint Scr-*- = Characteristic spacing anchor group vertical to bed joint Ccr = Cmin = Edge dlstance group of 2 anchors: NRk =2x Nr^ ;VRk =2x Vrk group of 4 anchors: NRk =4x Nrk ;Vr^Mx Vrk fischer Injectionsystem FIS GREEN for masonry Edge distance and spacing Annex C 5 Z6024.15 8.06.04-328/14