DECLARATION OF PERFORMANCE

EN DECLARATION OF PERFORMANCE DoP No. Hilti HIT-HY 170 1343-CPR-M500-9/07.14 1. Unique identification code of the product-type: Injection System Hilti HIT-HY 170 2. Type, batch or serial number as required pursuant to Article 11(4): See: ETA-15/0197 (09.12.2015), annex A2. Batch number: see packaging of the product. 3. Intended use or uses of the construction product, in accordance with the applicable harmonised technical specification: Generic type For use in Bonded anchor, Injection System Masonry made of solid bricks and hollow bricks: Clay bricks according to EN 771-1 Calcium silicate bricks according to EN 771-2 Light weight and normal weight concrete bricks according EN 771-3 Option / Category Use category b and c (solid and hollow brick) Category d/d, w/d and w/w for clay, calcium silicate, light weight and normal weight concrete bricks Installation direction: horizontal Loading Static, quasi-static Zinc coated steel: For dry internal use only Hilti HIT-HY 170 + HIT-V(-F) (threaded rod): M8, M10, M12 Hilti HIT-HY 170 + HIT-IC (internally threaded sleeve): M8, M10, M12 Material Stainless steel A4: For internal and external use with no particular aggressive conditions Hilti HIT-HY 170 + HIT-V-R (threaded rod): M8, M10, M12 High corrosion resistant steel: For internal and external use with particular aggressive conditions Hilti HIT-HY 170 + HIT-V-HCR (threaded rod): M8, M10, M12 Sieve sleeve HIT-SC 16, 18 and 22. Temperature range (if applicable) Ta: -40 to +40 C (short term), +24 C (long term) Tb: -40 to +80 C (short term), +50 C (long term) 4. Name, registered trade name or registered trade mark and contact address as required pursuant to Article 11(5): Hilti Corporation, Business Unit Anchors, 9494 Schaan, Fürstentum Liechtenstein 5. Where applicable, name and contact address of the authorised representative whose mandate covers the tasks specified in Article 12(2): - 6. System or systems of assessment and verification of constancy of performance of the construction product as set out in Annex V: System 1 7. In case of the declaration of performance concerning a construction product covered by a harmonised standard - 8. In case of the declaration of performance concerning a construction product for which a European Technical Assessment has been issued: Technical Assessment Body: Deutsches Institut für Bautechnik (DIBt) European Technical Approval: ETA-15/0197 (09.12.2015) DoP_en_02-01_000000001803_HIT-HY_170_masonry.docx

European Technical Approval Guideline: ETAG 029 Certificate of Conformity: 1343-CPR-M500-9/07.14 9. Declared performance: Essential characteristics Design method Performance Harmonized Technical Specification Characteristic resistance for tension ETAG 029 Annex C method: A ETA-15/0197 annex C3, C4, C5, C6, C7, C8 Characteristic resistance for shear ETAG 029 Annex C method: A ETA-15/0197 annex C3, C4, C5, C6, C7, C8 ETAG 029 Minimum and characteristic spacing and edge distance ETAG 029 Annex C method: A ETA-15/0197 annex C3, C4, C5, C6, C7, C8 Displacement for serviceability limit state ETAG 029 Annex C method: A ETA-15/0197 annex C3, C4, C5, C6, C7, C8 10. The performance of the product identified in points 1 and 2 is in conformity with the declared performance in point 9. This declaration of performance is issued under the sole responsibility of the manufacturer identified in point 4. Signed for and on behalf of the manufacturer by: Raimund Zaggl Business Unit Head Business Unit Anchors Seppo Perämäki Head of Quality Business Unit Anchors Hilti Corporation Schaan, 04.05.2015 DoP_en_02-01_000000001803_HIT-HY_170_masonry.docx

Specifications of intended use Base materials: Solid brick masonry (use category b), according to Annex B3. Note: The characteristic resistances are also valid for larger brick sizes and larger compressive strengths of the masonry unit. Hollow brick masonry (use category c), according to Annex B3 and B5. Mortar strength class of the masonry: M2,5 at minimum according to EN 998-2: 2010. For masonry made of other solid, hollow or perforated bricks, the characteristic resistance of the anchor may be determined by job site tests according to ETAG 029, Annex B under consideration of the β-factor according to Annex C1, Table C1. Table B1: Overview use categories Anchorages subject to: HIT-HY 170 with threaded rod, HIT-V- or HIT-IC in solid bricks in hollow bricks Hole drilling hammer mode rotary mode Static and quasi static loading Use category: dry or wet structure Installation direction Annex: C2 (steel), Annex: C2 (steel), C3, C4 C5, C6, C7, C8 Category d/d - Installation and use in structures subject to dry internal conditions. Category w/d - Installation in dry or wet substrate and use in structures subject to dry internal conditions Category w/w - Installation and use in structures subject to dry or wet environmental conditions horizontal Use category b (solid masonry) c (hollow or perforated masonry) Temperature in the base material at installation +5 C to +40 C (Table B9) -5 C to +40 C (Table B10) In-service Temperature range Ta: -40 C to +40 C (max. long term temperature +24 C and max. short term temperature +40 C) temperature Temperature range Tb: -40 C to +80 C (max. long term temperature +50 C and max. short term temperature +80 C)

Use conditions (Environmental conditions): Structures subject to dry internal conditions (zinc coated steel, stainless steel or high corrosion resistant steel). Structures subject to external atmospheric exposure (including industrial and marine environment) and to permanently damp internal conditions, if no particular aggressive conditions exist (stainless steel or high corrosion resistant steel). Structures subject to external atmospheric exposure and to permanently damp internal conditions, if other particular aggressive conditions exist (high corrosion resistant steel). Note: Particular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with extreme chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing products are used). Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and masonry work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored. The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to supports). Anchorages under static or quasi-static loading are designed in accordance with: ETAG 029, Annex C, Design method A. Installation: Anchor installation carried out by appropriately qualified personnel and under the supervision of the person responsible for technical matters of the site.

Table B2: Overview brick types and properties Brick type Picture Brick size [mm] Compressive strength [N/mm²] Bulk density [kg/dm³] Annex Solid clay brick EN 771-1 240x115x113 12 2,0 C3 Solid calcium silicate brick EN 771-2 240x115x113 12 / 28 2,0 C4 Hollow clay brick EN 771-1 300x240x238 12 / 20 1,4 C5 Hollow calcium silicate brick EN 771-2 248x240x238 12 / 20 1,4 C6 Hollow lightweight concrete brick EN 771-3 Hollow normal weight concrete brick EN 771-3 495x240X238 2 / 6 0,8 C7 500x200x200 4 / 10 1,0 C8

Table B3: Overview fastening elements (including sizes) and corresponding brick types. Embedment depth hef = 80 mm Brick type Picture HIT-V 1) HIT-IC HIT-V 1) + HIT-SC HIT-IC + HIT-SC Annex Solid clay brick EN 771-1 M8 to M12 M8 to M12 M8 to M12 M8 to M12 C3 Solid calcium silicate brick EN 771-2 M8 to M12 M8 to M12 M8 to M12 M8 to M12 C4 Hollow clay brick EN 771-1 - - M8 to M12 M8 to M12 C5 Hollow calcium silicate brick EN 771-2 - - M8 to M12 M8 to M12 C6 Hollow lightweight concrete brick EN 771-3 Hollow normal weight concrete brick EN 771-3 - - M8 to M12 M8 to M12 C7 - - M8 to M12 M8 to M12 C8 1) Commercial standard threaded rods can also be used.

Table B4: Details of hollow bricks Hollow clay brick EN 771-1 Hollow calcium silicate brick EN 771-2 Rapis Ziegel Hlz 12-1,4-10DF KS Südbayern KSL-R(P) 12-1,4-8DF Hollow lightweight concrete brick EN 771-3 Knobel Betonwerk Hbl 6-0,8-500x240x238 Hollow normal weight concrete brick EN 771-3 Parpaing creux B40

Table C1: -factor for job-site testing under tension loading Use categories w/w and w/d d/d Temperature range Ta 1) Tb 1) Ta 1) Tb 1) Base material Elements HIT-V 2) or HIT-IC Solid clay brick EN 771-2 HIT-V 2) + HIT-SC HIT-IC + HIT-SC 0,97 0,83 0,97 0,83 Solid calcium silicate brick EN 771-2 HIT-V 2) or HIT-IC HIT-V 2) + HIT-SC HIT-IC + HIT-SC 0,96 0,84 0,97 0,84 0,69 0,62 0,91 0,82 Hollow clay brick EN 771-1 HIT-V 2) + HIT-SC HIT-IC + HIT-SC 0,97 0,83 0,97 0,83 Hollow calcium silicate brick EN 771-2 HIT-V 2) + HIT-SC HIT-IC + HIT-SC 0,69 0,62 0,91 0,82 Hollow light weight concrete brick EN 771-3 HIT-V 2) + HIT-SC HIT-IC + HIT-SC 0,89 0,81 0,97 0,86 Hollow normal weight concrete brick EN 771-3 HIT-V 2) + HIT-SC HIT-IC + HIT-SC 0,97 0,80 0,97 0,80 1) Temperature range Ta / Tb see Annex B1 2) Commercial standard threaded rods can also be used.

Table C2: Characteristic values of steel resistance for threaded rod, HIT-V- under tension and shear loads in masonry HIT-HY 170 with threaded rod, HIT-V- M8 M10 M12 Steel failure tension loads Characteristic steel resistance NRk,s [kn] As fuk Steel failure shear loads without lever arm Characteristic steel resistance VRk,s [kn] 0,5 As fuk Steel failure shear loads with lever arm Characteristic bending moment MRk,s [kn] 1,2 Wel fuk Table C3: Characteristic values of steel resistance for internally threaded sleeve HIT-IC under tension and shear loads in masonry HIT-HY 170 with HIT-IC M8 M10 M12 Steel failure tension loads Characteristic steel resistance NRk,s [kn] 5,9 7,3 13,8 Partial safety factor Ms,N [-] 1,50 Steel failure shear loads without lever arm Characteristic steel resistance VRk,s [kn] 0,5 As fuk Steel failure shear loads with lever arm Characteristic bending moment MRk,s [Nm] 1,2 Wel fuk

Brick type: Solid clay brick Mz, 2DF Table C4: Description of brick Brick type Solid Mz, 2DF Bulk density ρ [kg/dm³] 2,0 Compressive strength fb [N/mm²] 12 Code EN 771-1 Producer Brick dimensions [mm] 240 x 115 x 113 Minimum wall thickness hmin [mm] 115 Table C5: Installation parameter for all anchor combinations (see Table B3) Anchor type see Table B Edge distance cmin = ccr [mm] 115 Spacing Ac smin II = scr II [mm] 240 smin = scr [mm] 115 Table C6: Group factor for group fastenings Group factor αg,n II αg,v II αg,n αg,v [-] 2 at ccr and scr Table C7: Characteristic tension resistance at edge distance c ccr Use category w/w = w/d d/d Service temperature range (Ta) (Tb) (Ta) (Tb) Anchor type and size hef [mm] fb [N/mm²] NRk [kn] HIT-V 1) M8, M10, M12 80 12 3,0 2,5 3,0 2,5 HIT-IC HIT-V 1) + HIT-SC M8 3,0 2,5 3,0 2,5 80 12 M10, M12 4,0 3,5 4,0 3,5 M8, M10, M12 80 12 4,0 3,5 4,0 3,5 HIT-IC + HIT-SC M8, M10, M12 80 12 4,0 3,5 4,0 3,5 1) Commercial standard threaded rods can also be used. Table C8: Characteristic shear resistance at edge distance c ccr Use category w/w = w/d d/d Service temperature range (Ta) (Tb) (Ta) (Tb) Anchor type and size hef [mm] fb [N/mm²] VRk [kn] All anchors M8. M10, M12 80 12 3,5

Table C9: Displacements hef [mm] N [kn] N0 [mm] N [mm] V [kn] V0 [mm] V [mm] 80 0,9 0,2 0,4 1,0 1,0 1,5

Brick type: Solid calcium silicate brick KS, 2DF Table C10: Description of brick Brick type Solid KS, 2DF Bulk density ρ [kg/dm³] 2,0 Compressive strength fb [N/mm²] 12 or 28 Code EN 771-2 Producer Brick dimensions [mm] 240 x 115 x 113 Minimum wall thickness hmin [mm] 115 Table C11: Installation parameter for all anchor combinations (see Table B) Anchor type see Table B Edge distance cmin = ccr [mm] 115 Spacing Ac smin II = scr II [mm] 240 smin = scr [mm] 115 Table C12: Group factor for group fastenings Group factor αg,n II αg,v II αg,n αg,v [-] 2 at ccr and scr Table C13: Characteristic tension resistance at edge distance c ccr Use category w/w = w/d d/d Service temperature range (Ta) (Tb) (Ta) (Tb) Anchor type and size hef [mm] fb [N/mm²] NRk [kn] HIT-V 1) HIT-IC M8, M10, M12 80 12 5,5 5,0 6,0 5,0 28 8,5 7,5 8,5 7,5 HIT-V 1) +HIT-SC HIT-IC +HIT-SC M8, M10, M12 80 12 4,0 3,5 5,5 5,0 28 6,0 5,5 8,0 7,5 1) Commercial standard threaded rods can also be used. Table C14: Characteristic shear resistance at edge distance c ccr Use category w/w = w/d d/d Service temperature range (Ta) (Tb) (Ta) (Tb) Anchor type and size hef [mm] fb [N/mm²] VRk [kn] All anchors M8, M10, M12 80 12 4,0 28 6,0

Table C15: Displacements hef [mm] N [kn] N0 [mm] N [mm] V [kn] V0 [mm] V [mm] 80mm 2,3 0,2 0,4 1,5 1,2 1,8

Brick type: Hollow clay brick Hlz, 10DF Table C16: Description of brick Brick type [-] Hlz 12-1,4-10 DF Bulk density ρ [kg/dm³] 1,4 Compressive strength fb [N/mm²] 12 or 20 Code [-] EN 771-1 Producer [-] Rapis (D) Brick dimensions [mm] 300 x 240 x 238 Minimum wall thickness hmin [mm] 240 Drawing of the brick see Table B4Table B Table C17: Installation parameter for all anchor combinations (see Table B) Anchor type see Table B Edge distance cmin = ccr [mm] 150 Spacing Ac smin II = scr II [mm] 300 smin = scr [mm] 240 Table C18: Group factor for group fastenings Group factor αg,n II αg,v II αg,n αg,v [-] 2 at ccr and scr Table C19: Characteristic tension resistance at edge distance c ccr Use category w/w = w/d d/d Service temperature range (Ta) (Tb) (Ta) (Tb) Anchor type and size hef [mm] fb [N/mm²] NRk [kn] HIT-V 1) +HIT-SC HIT-IC+ HIT-SC M8, M10, M12 80 12 3,0 2,5 3,0 2,5 20 3,5 3,0 3,5 3,0 1) Commercial standard threaded rods can also be used. Table C20: Characteristic shear resistance at edge distance c ccr Use category w/w = w/d d/d Service temperature range (Ta) (Tb) (Ta) (Tb) Anchor type and size hef [mm] fb [N/mm²] VRk [kn] HIT-V 1) +HIT-SC 12 2,0 HIT-IC +HIT-SC M8, M10, M12 80 20 3,0 1) Commercial standard threaded rods can also be used.

Table C21: Displacements hef [mm] N [kn] N0 [mm] N [mm] V [kn] V0 [mm] V [mm] 80 0,9 0,2 0,3 0,9 1,0 1,5

Brick type: Hollow calcium silicate brick KSL, 8DF Table C22: Description of brick Brick type KSL-12-1,4-8 DF Bulk density ρ [kg/dm³] 1,4 Compressive strength fb [N/mm²] 12 or 20 Code EN 771 2 Producer KS Südbayern (D) Brick dimensions [mm] 248 x 240 x 238 Minimum wall thickness hmin [mm] 240 Drawing of the brick see Error! Reference source not found.table B Table C23: Installation parameter for all anchor combinations (see Table B) Anchor type see Table B Edge distance cmin = ccr [mm] 125 Spacing Ac smin II = scr II [mm] 248 smin = scr [mm] 240 Table C24: Group factor for group fastenings Group factor αg,n II αg,v II αg,n αg,v [-] 2 at ccr and scr Table C25: Characteristic tension resistance at edge distance c ccr Use category w/w = w/d d/d Service temperature range (Ta) (Tb) (Ta) (Tb) Anchor type and size hef [mm] fb [N/mm²] NRk [kn] HIT-V 1) +HIT-SC HIT-IC+HIT-SC M8, M10, M12 80 12 3,0 2,5 3,5 3,0 20 4,0 3,5 5,0 4,5 1) Commercial standard threaded rods can also be used. Table C26: Characteristic shear resistance at edge distance c ccr Use category w/w = w/d d/d Service temperature range (Ta) (Tb) (Ta) (Tb) Anchor type and size hef [mm] fb [N/mm²] VRk [kn] HIT-V 1) +HIT-SC 12 8,5 HIT-IC +HIT-SC M8, M10, M12 80 20 12,0 1) Commercial standard threaded rods can also be used.

Table C27: Displacements hef [mm] N [kn] N0 [mm] N [mm] V [kn] V0 [mm] V [mm] 80 1,8 0,2 0,3 3,4 2,5 3,8

Brick type: Hollow lightweight concrete brick Hbl, 16DF Table C28: Description of brick Brick type [-] Hbl-4-0,7 Bulk density ρ [kg/dm³] 0,8 Compressive strength fb [N/mm²] 2 or 6 Code [-] EN 771-3 Producer [-] Knobel (D) Brick dimensions [mm] 495 x 240 x 238 Minimum wall thickness hmin [mm] 240 Drawing of the brick see Table B4Table B Table C29: Installation parameter for all anchor combinations (see Table B3) Anchor type see Table B3 Edge distance cmin = ccr [mm] 250 smin II = scr II [mm] 240 Spacing Ac smin = scr [mm] 240 Table C30: Group factor for group fastenings Group factor αg,n II αg,v II αg,n αg,v [-] 2 at ccr and scr Table C31: Characteristic tension resistance at edge distance c ccr Use category w/w = w/d d/d Service temperature range (Ta) (Tb) (Ta) (Tb) Anchor type and size hef [mm] fb [N/mm²] NRk [kn] HIT-V 1) + HIT-SC HIT-IC + HIT-SC M8, M10, M12 80 2 1,2 0,9 1,5 1,2 6 2,0 1,5 2,5 2,0 1) Commercial standard threaded rods can also be used. Table C32: Characteristic shear resistance at edge distance c ccr Use category w/w = w/d d/d Service temperature range (Ta) (Tb) (Ta) (Tb) Anchor type and size hef [mm] fb [N/mm²] VRk [kn] HIT-V 1) + HIT-SC HIT-IC + HIT-SC M8, M10, M12 80 2 2,5 6 4,0 1) Commercial standard threaded rods can also be used.

Table C33: Displacements hef [mm] N [kn] N0 [mm] N [mm] V [kn] V0 [mm] V [mm] 80 2,4 0,2 0,4 3,4 1,3 1,9

Brick type: Hollow normal weight concrete brick - parpaing creux Table C34: Description of brick Brick type [-] B40 Bulk density ρ [kg/dm³] 1,0 Compressive strength fb [N/mm²] 4 or 10 Code [-] EN 771-3 Producer [-] Fabemi (F) Brick dimensions [mm] 500 x 200 x 200 Minimum wall thickness hmin [mm] 200 Drawing of the brick see Table B4Table B Table C35: Installation parameter for all anchor combinations (see Table B3) Anchor type see Table B3 Edge distance cmin = ccr [mm] 200 Spacing Ac smin II = scr II [mm] 200 smin = scr [mm] 200 Table C36: Group factor for group fastenings Group factor αg,n II αg,v II αg,n αg,v [-] 2 at ccr and scr Table C37: Characteristic tension resistance at edge distance c ccr Use category w/w = w/d d/d Service temperature range (Ta) (Tb) (Ta) (Tb) Anchor type and size hef [mm] fb [N/mm²] NRk [kn] HIT-V 1) + HIT-SC HIT-IC + HIT-SC M8, M10, M12 80 4 0,9 0,9 0,9 0,9 10 1,2 1,2 1,5 1,5 1) Commercial standard threaded rods can also be used. Table C38: Characteristic shear resistance at edge distance c ccr Use category w/w = w/d d/d Service temperature range (Ta) (Tb) (Ta) (Tb) Anchor type and size hef [mm] fb [N/mm²] VRk [kn] HIT-V 1) + HIT-SC HIT-IC + HIT-SC M8, M10, M12 80 4 2,5 10 4,0 1) Commercial standard threaded rods can also be used.

Table C39: Displacements hef [mm] N [kn] N0 [mm] N [mm] V [kn] V0 [mm] V [mm] 80 1,0 0,6 1,2 2,3 0,6 0,9

EN DECLARATION OF PERFORMANCE DoP No. Hilti HIT-HY 170 1343-CPR-M500-8/07.14 1. Unique identification code of the product-type: Injection System Hilti HIT-HY 170 2. Type, batch or serial number as required pursuant to Article 11(4): See: ETA-14/0457 (10.03.2015), annex A1, A2. Batch number: see packaging of the product. 3. Intended use or uses of the construction product, in accordance with the applicable harmonised technical specification: Generic type Bonded anchor, Injection System For use in Option / Category Loading Concrete (C20/25 to C50/60): bore holes made with hammer drilling cracked: M10-M16 non-cracked: M8-M24 Option 1 Static, quasi-static Material Zinc coated steel: For dry internal use only HIT-HY 170 + HIT-V(-F) (threaded rod): M8, M10, M12, M16, M20, M24 HIT-HY 170 + HIS-N (internally threaded sleeve): M8, M10, M12, M16 Stainless steel A4: For internal and external use with no particular aggressive conditions HIT-HY 170 + HIT-V-R (threaded rod): M8, M10, M12, M16, M20, M24 HIT-HY 170 + HIS-RN (internally threaded sleeve): M8, M10, M12, M16 High corrosion resistant steel: For internal and external use with particular aggressive conditions HIT-HY 170 + HIT-V-HCR (threaded rod): M8, M10, M12, M16, M20, M24 Temperature range (if applicable) Temperature range I: -40 C to + 40 C (max. long term temperature +24 C and max. short term temperature +40 C) Temperature range II: -40 C to + 80 C (max. long term temperature +50 C and max. short term temperature +80 C 4. Name, registered trade name or registered trade mark and contact address as required pursuant to Article 11(5): Hilti Corporation, Business Unit Anchors, 9494 Schaan, Fürstentum Liechtenstein 5. Where applicable, name and contact address of the authorised representative whose mandate covers the tasks specified in Article 12(2): - 6. System or systems of assessment and verification of constancy of performance of the construction product as set out in Annex V: System 1 7. In case of the declaration of performance concerning a construction product covered by a harmonised standard - DoP_01-01_10042014_Hilti_HIT-HY_200-A_anchor_0756-CPD-0457.docx

8. In case of the declaration of performance concerning a construction product for which a European Technical Assessment has been issued: Technical Assessment Body: Deutsches Institut für Bautechnik (DIBt) European Technical Assessment: ETA-14/0457 (10.03.2015) European Technical Approval Guideline: ETAG 001 Part 1, 5 Certificate of Conformity: 1343-CPR-M500-8/07.14 9. Declared performance: Essential characteristics Design method Performance Harmonized Technical Specification Characteristic resistance for tension EOTA TR 029 method: A ETA-14/0457 annex C1, C2 Characteristic resistance for shear EOTA TR 029 method: A ETA-14/0457 annex C1, C3 ETAG 001 Part 1, 5 Minimum spacing and minimum edge distance EOTA TR 029 method: A ETA-14/0457 annex B3, B4 Displacement for serviceability limit state EOTA TR 029 method: A ETA-14/0457 annex C4 10. The performance of the product identified in points 1 and 2 is in conformity with the declared performance in point 9. This declaration of performance is issued under the sole responsibility of the manufacturer identified in point 4. Signed for and on behalf of the manufacturer by: Raimund Zaggl Business Unit Head Business Unit Anchors Seppo Perämäki Head of Quality Business Unit Anchors Hilti Corporation Schaan, 10.03.2015 DoP_01-01_10042014_Hilti_HIT-HY_200-A_anchor_0756-CPD-0457.docx

Table C1: Characteristic values of resistance for threaded rod, HIT-V- under tension loads in concrete HIT-HY 170 with threaded rod, HIT-V- M8 M10 M12 M16 M20 M24 Installation safety factor 2 1,0 Steel failure Characteristic steel resistance N Rk,s [kn] A s f uk Combined pullout and concrete cone failure Characteristic bond resistance in non-cracked concrete C20/25 Temperature range I: 40 C/24 C Rk,ucr [N/mm 2 ] 10,0 Temperature range II: 80 C/50 C Rk,ucr [N/mm 2 ] 7,5 Characteristic bond resistance in cracked concrete C20/25 Temperature range I: 40 C/24 C Rk,cr [N/mm 2 ] - 5,5 - Temperature range II: 80 C/50 C Rk,cr [N/mm 2 ] - 4,0 - Increasing factors for Rk in concrete Splitting failure Edge distance c cr,sp [mm] for c C30/37 1,04 C40/50 1,07 C50/60 1,09 h / h ef 2,0 1,0 h ef 2,0 > h / h ef > 1,3 4,6 h ef - 1,8 h h / h ef 1,3 2,26 h ef h/hef 2,0 1,3 1,0 hef 2,26 hef ccr,sp Spacing s cr,sp [mm] 2 c cr,sp Table C2: Characteristic values of resistance for threaded rod, HIT-V- under shear loads in concrete HIT-HY 170 with threaded rod, HIT-V- M8 M10 M12 M16 M20 M24 Steel failure without lever arm Characteristic steel resistance V Rk,s [kn] 0,5 A s f uk Steel failure with lever arm Characteristic bending moment M 0 Rk,s [Nm] 1,2 W el f uk Concrete pry-out failure Factor in equation (5.7) of Technical Report TR 029 for the design of bonded anchors k [-] 2,0

Table C3: Characteristic values of resistance for internally threaded sleeve HIS-(R)N under tension loads in non-cracked concrete HIT-HY 170 with HIS-(R)N M8 M10 M12 M16 Installation safety factor 2 [-] 1,0 Steel failure HIS-N with screw grade 8.8 N Rk,s [kn] 25 46 67 125 Partial safety factor Ms,N [-] 1,50 HIS-RN with screw grade 70 N Rk,s [kn] 26 41 59 110 Partial safety factor Ms,N [-] 1,87 Combined pullout and concrete cone failure Characteristic bond resistance in non-cracked concrete C20/25 Temperature range I: 40 C/24 C Rk,ucr [N/mm 2 ] 10,0 Temperature range II: 80 C/50 C Rk,ucr [N/mm 2 ] 7,5 Increasing factors for Rk,ucr in concrete Splitting failure c,ucr C30/37 1,04 C40/50 1,07 C50/60 1,09 Edge distance c cr,sp [mm] for h / h ef 2,0 1,0 h ef 2,0 > h / h ef > 1,3 4,6 h ef - 1,8 h h/hef 2,0 1,3 h / h ef 1,3 2,26 h ef 1,0 hef 2,26 hef ccr,sp Spacing s cr,sp [mm] 2 c cr,sp

Table C4: Characteristic values of resistance for internally threaded sleeve HIS-(R)N under shear loads in non-cracked concrete HIT-HY 170 with HIS-(R)N M8 M10 M12 M16 Steel failure without lever arm HIS-N with screw grade 8.8 V Rk,s [kn] 13 23 34 63 Partial safety factor Ms,V [-] 1,25 HIS-RN with screw grade 70 V Rk,s [kn] 13 20 30 55 Partial safety factor Ms,V [-] 1,56 Steel failure with lever arm HIS-N with screw grade 8.8 M 0 Rk,s [Nm] 30 60 105 266 Partial safety factor Ms,V [-] 1,25 HIS-RN with screw grade 70 M 0 Rk,s [Nm] 26 52 92 233 Partial safety factor Ms,V [-] 1,56 Concrete pry-out failure Factor in equation (5.7) of Technical Report TR 029 for the design of bonded anchors k [-] 2,0

Table B1: Installation parameters of threaded rod, HIT-V- HIT-HY 170 with threaded rod, HIT-V- M8 M10 M12 M16 M20 M24 Diameter of element d [mm] 8 10 12 16 20 24 Nominal diameter of drill bit d 0 [mm] 10 12 14 18 22 28 Range of effective embedment depth and depth of drilled hole h ef = h 0 1) for larger clearance hole see TR 029 section 1.1 [mm] Maximum diameter of clearance hole in the fixture 1) d f [mm] 9 12 14 18 22 26 Minimum thickness of concrete member h min [mm] 60 to 96 60 to 120 h ef + 30 mm 100 mm 70 to 144 80 to 192 90 to 240 h ef + 2 d 0 Maximum torque moment T max [Nm] 10 20 40 80 150 200 Minimum spacing s min [mm] 40 50 60 80 100 120 Minimum edge distance c min [mm] 40 50 60 80 100 120 96 to 288 Table B2: Installation parameters of internally threaded sleeve HIS-(R)N HIT-HY 170 with HIS-(R)N M8 M10 M12 M16 Outer diameter of sleeve d [mm] 12,5 16,5 20,5 25,4 Nominal diameter of drill bit d 0 [mm] 14 18 22 28 Effective embedment depth and drill hole depth 1) for larger clearance hole see TR 029 section 1.1 h ef = h 0 [mm] 90 110 125 170 Maximum diameter of clearance hole in the fixture 1) d f [mm] 9 12 14 18 Minimum thickness of concrete member h min [mm] 120 150 170 230 Maximum torque moment T max [Nm] 10 20 40 80 Thread engagement length min-max h s [mm] 8-20 10-25 12-30 16-40 Minimum spacing s min [mm] 60 75 90 115 Minimum edge distance c min [mm] 40 45 55 65

Table C5: Displacement under tension load in mm/(n/mm²) HIT-HY 170 with threaded rod, HIT-V- M8 M10 M12 M16 M20 M24 Non-cracked concrete Displacement N0 [mm/(n/mm²)] 0,07 0,07 0,07 0,08 0,08 0,09 Displacement N [mm/(n/mm²)] 0,07 0,07 0,07 0,08 0,08 0,09 Cracked concrete Displacement N0 [mm/(n/mm²)] - 0,07 0,07 0,06 - - Displacement N [mm/(n/mm²)] - 0,11 0,11 0,11 - - Table C6: Displacement under shear load in mm/(n/mm²) HIT-HY 170 with threaded rod, HIT-V- M8 M10 M12 M16 M20 M24 Displacement V0 [mm/(n/mm²)] 0,06 0,06 0,05 0,04 0,04 0,03 Displacement V [mm/(n/mm²)] 0,09 0,08 0,08 0,06 0,06 0,05 Table C7: Displacement under tension load in mm/(n/mm²) HIT-HY 170 with HIS-(R)N M8 M10 M12 M16 Non-cracked concrete Displacement N [mm/(n/mm²)] 0,06 0,07 0,08 0,09 Displacement N [mm/(n/mm²)] 0,06 0,07 0,08 0,09 Table C8: Displacement under shear load in mm/(n/mm²) HIT-HY 170 with HIS-(R)N M8 M10 M12 M16 Displacement V0 [mm/(n/mm²)] 0,10 0,10 0,10 0,10 Displacement V [mm/(n/mm²)] 0,15 0,15 0,15 0,15

EN DECLARATION OF PERFORMANCE DoP No. Hilti HIT-HY 170 1343-CPR-M500-13/07.14 1. Unique identification code of the product-type: Injection System Hilti HIT-HY 170 2. Type, batch or serial number as required pursuant to Article 11(4): See: ETA-15/0297 (11.12.2015), annex A3 Batch number: see packaging of the product. 3. Intended use or uses of the construction product, in accordance with the applicable harmonised technical specification: Generic type Injection system for post-installed rebar connections with mortar Concrete (C12/15 to C50/60): non-carbonated For use in maximum allowable chloride contents of the concrete: 0,40% bore holes made with hammer drilling or compressed air drilling Option / Category - Loading Material Static or quasi-static loading, fire exposure Rebars and de-coiled rods: ϕ 8 to ϕ 25 class B or C with fyk and k according to NDP or NCL of EN 1992-1-1 fuk = ftk = k fyk Temperature range (if applicable) -40 C to + 80 C (max. long term temperature +50 C and max. short term temperature +80 C) 4. Name, registered trade name or registered trade mark and contact address as required pursuant to Article 11(5): Hilti Corporation, Business Unit Anchors, 9494 Schaan, Fürstentum Liechtenstein 5. Where applicable, name and contact address of the authorised representative whose mandate covers the tasks specified in Article 12(2): - 6. System or systems of assessment and verification of constancy of performance of the construction product as set out in Annex V: System 1 7. In case of the declaration of performance concerning a construction product covered by a harmonised standard - 8. In case of the declaration of performance concerning a construction product for which a European Technical Assessment has been issued: Technical Assessment Body: Deutsches Institut für Bautechnik (DIBt) European Technical Assessment: ETA-15/0297 (11.12.2015) DoP_en_01-01_000000001803_HIT-HY_170_rebar.docx

European Assessment Document: EAD 330087-00-0601 Certificate of Conformity: 1343-CPR-M500-13/07.14 9. Declared performance: Essential characteristics Design method Performance Harmonized Technical Specification Minimum concrete cover ETA-15/0297 annex B3 Minimum anchorage lengths ETA-15/0297 annex C1 Design value of the EN 1992-1-1 ETA-15/0297, Annex C1 EAD 330087-00-0601 ultimate bond ETA-15/0297 annex C1 stress Resistance to fire ETA-15/0297 annex C1 10. The performance of the product identified in points 1 and 2 is in conformity with the declared performance in point 9. This declaration of performance is issued under the sole responsibility of the manufacturer identified in point 4. Signed for and on behalf of the manufacturer by: Raimund Zaggl Business Unit Head Business Unit Anchors Seppo Perämäki Head of Quality Business Unit Anchors Hilti Corporation Schaan, 11.12.2015 DoP_en_01-01_000000001803_HIT-HY_170_rebar.docx

Table B1: Minimum concrete cover c 1) min of the post-installed rebar depending on drilling method and drilling tolerance Drilling method Bar diameter Minimum concrete cover cmin 1) [mm] [mm] Without drilling aid With drilling aid Hammer drilling ϕ < 25 30 + 0,06 lv 2 ϕ 30 + 0,02 lv 2 ϕ (HD) ϕ 25 40 + 0,06 lv 2 ϕ 40 + 0,02 lv 2 ϕ Compressed air ϕ < 25 50 + 0,08 lv 50 + 0,02 lv drilling (CA) ϕ 25 60 + 0,08 lv 2 ϕ 60 + 0,02 lv 2 ϕ Table B4: Parameters of drilling, cleaning and setting tools Elements Drill and clean Installation Hammer Compressed Extension Extension Brush Air nozzle Piston plug Rebar drilling air drilling for air for piston HIT-RB HIT-DL HIT-SZ (HD) (CA) nozzle plug Maximum embedment depth - size d0 [mm] d0 [mm] size size [-] size [-] lv,max [mm] 10-10 10-250 ϕ 8 HIT-VL 12-12 12 12 1000 9/1,0 12-12 12 HIT-DL 12 250 ϕ 10 14-14 14 10/0,8 14 1000 14-14 14 or 14 250 ϕ 12 16-16 16 HIT-DL 16 HIT-VL - 17 18 16 V10/1 16 11/1,0 ϕ 14 18-18 18 18 1000-17 18 16 16 ϕ 16 20 20 20 20 HIT-DL 20 ϕ 18 22 22 22 22 16/0,8 22 25-25 25 or 25 ϕ 20 HIT-VL - 26 28 25 HIT-DL B 25 16/0,7 ϕ 22 28 28 28 28 and/or 28 and/or 700 ϕ 24 32 32 32 32 HIT-VL 32 HIT-VL 16 16/0,7 ϕ 25 32 32 32 32 and/or 32 HIT-VL 16 1) Assemble extension HIT-VL 16/0,7 with coupler HIT-VL K for deeper boreholes. DoP_en_01-01_000000001803_HIT-HY_170_rebar.docx

Table C1: Amplification factor α lb Concrete class Bar diameter C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 ϕ 8 to ϕ 25 1,0 Table C2: Design values of the ultimate bond resistance f bd 1) in N/mm² Concrete class Bar diameter C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 ϕ 8 to ϕ 12 1,6 2,0 2,3 2,7 3,0 3,4 3,7 3,7 3,7 ϕ 14 to ϕ 25 1,6 2,0 2,3 2,7 3,0 3,4 3,4 3,4 3,4 Table C3: Temperature reduction factor k fi(θ) DoP_en_01-01_000000001803_HIT-HY_170_rebar.docx