Intended uses of the construction product, in accordance with the applicable harmonized technical specification as foreseen by the manufacturer:

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1 DoP SM0BS00 page / 7 SM0BS00 Unique identification code of the product-type: TURBO SMART concrete screw Type or serial number or any other element allowing identification of the construction product as required pursuant to Article (4): See annex to this document Intended uses of the construction product, in accordance with the applicable harmonized technical specification as foreseen by the manufacturer: Intended use or uses of the construction product according to ETAG 00 Generic type Base material Material: Concrete screws TURBO SMART Cracked and non-cracked concrete C0/5 to C50/60 acc. to EN 06- :00 Carbon steel, zinc plated or zinc flake coating : ISO 404 AK 5µm Stainless steel A4 (.440,.4404,.457,.4578) Stainless steel HCR (.459) Durability Loading Fire Resistance Assumed working life Internal dry conditions : all type of screws Structural subject to external atmospheric exposure (including industrial and marine environment) and to permanently damp internal condition no particular aggressive conditions exits: screw types made of stainless steel with marking A4, Structural subject to external atmospheric exposure (including industrial and marine environment) and to permanently damp internal condition if particular aggressive conditions exits: screw types made of stainless steel with marking HCR static or quasi-static loads Seismic category C F0 50 years Name, registered trade name or registered trade mark and contact address of the manufacturer as required pursuant to Article (5): pgb-polska System or systems of assessment and verification of constancy of performance of the construction product as set out in Annex V: System In case of the declaration of performance concerning a construction product for which European Technical Assessment has been issued: ETA - 6/008 issued by DIBt - Deutsches Institut für Bautechnik On the basis of ETAG 00 Under System And issued 4-CPR-M 565-/6.06

DoP SM0BS00 page / 7 Declared performance Essential characteristics Performances TURBO SMART ANCHOR SIZE 6 8 0 4 h nom Nominal embedment depth [mm] 40 55 45 55 65 55 75 85 65 85 00 75 00 5

0 0 40 60 80 Max. torque for impact screw driver [Nm] 60 00 400 500 500 h Depth of drilled hole [mm] 45 60 55 65 75 65 85 95 75 95 0 85 0 5 hmin Min.

NRk,s Tension steel characteristic resistance [kn] 4 7 45 67 94 γms Partial safety factor [-],4 Tension load: pull-out failure NRk,p, cr NRk,p, ucr Tension characteristic resistance in CRACKED

C0/7 [-], Increasing factor C40/50 [-],4 Increasing factor C50/60 [-],55 Tension load: concrete cone and splitting failure in concrete Pull-out failure is not decisive Pull-out failure is not

2 DoP SM0BS00 page / 7 Declared performance Essential characteristics Performances TURBO SMART ANCHOR SIZE h nom Nominal embedment depth [mm] Installation parameters (ETAG00) d0 Nominal diameter of drill bit [mm] ds Thread diameter [mm] 7,5 0,6,6 4,6 6,6 df Fixture clearance hole diameter [mm] Tinst Installation torque [Nm] Max. torque for impact screw driver [Nm] h Depth of drilled hole [mm] hmin Min. thickness of concrete member [mm] smin Minimum spacing [mm] cmin Minimum edge distance [mm] Tension load: steel failure NRk,s Tension steel characteristic resistance [kn] γms Partial safety factor [-],4 Tension load: pull-out failure NRk,p, cr NRk,p, ucr Tension characteristic resistance in CRACKED concrete C0/5 Tension characteristic resistance in NON-CRACKED concrete C0/5 [kn] Pull-out failure is not decisive [kn] 4 9 7, γmp Partial safety factor [-],5 ΨC Increasing factor C0/7 [-], Increasing factor C40/50 [-],4 Increasing factor C50/60 [-],55 Tension load: concrete cone and splitting failure in concrete Pull-out failure is not decisive Pull-out failure is not decisive Pull-out failure is not decisive Pull-out failure is not decisive hef Effective anchorage depth [mm] scr,n Critical spacing [mm] scr,sp Critical spacing (splitting) [mm] x hef ccr,n Critical edge distance [mm] ccr,sp Critical edge distance (splitting) [mm],5 x hef γ Installation safety factor [-],0 Tension load: displacements CRACKED concrete UNCRACKED concrete Ncr Tension load [kn] 0,95,9,4 4, 5,7 4, 7,9 9,6 5,7 9,4, 7,6,0 5, δn0 Displacements under short term [mm] 0, 0,6 0,6 0,7 0,8 0,6 0,5 0,9 0,9 0,5,0 0,5 0,8 0,7 δn Displacements under long term [mm] 0,4 0,4 0,6,0 0,9 0,4,,,0,, 0,9,,0 Nucr Tension load [kn],9 4,,6 5,7 7,6 5,7 9,5,9 7,6, 7, 0,6 6,9, δn0 Displacements under short term [mm] 0,4 0,6 0,7 0,9 0,5 0,7,,0,0,, 0,9, 0,8 δn Displacements under long term [mm] 0,4 0,4 0,6,0 0,9 0,4,,,0,, 0,9,,0 In absence of other national regulations Parameter relevant only for design according to ETAG 00, Annex C

DoP SM0BS00 page / 7 TURBO SMART ANCHOR SIZE 6 8 0 4 h nom Nominal embedment depth [mm] 40 55 45 55 65 55 75 85 65 85 00 75 00 5 Shear load: steel failure without lever arm V Rk,s Characteristic

3 DoP SM0BS00 page / 7 TURBO SMART ANCHOR SIZE h nom Nominal embedment depth [mm] Shear load: steel failure without lever arm V Rk,s Characteristic resistance [kn] γ Ms Partial safety factor [-],5 Shear load: steel failure with lever arm Shear load: concrete pryout failure M 0 Rk,s Characteristic resistance [Nm] γ Ms Partial safety factor [-],5 k K-factor [-],0,0,0,0,0,0,0,0 γ Mpr Partial safety factor [-],5 Shear load: concrete edge failure l f Effective anchorage length [mm] d nom Outside anchor diameter [mm] γ Mc Partial safety factor [-],5 Shear load: displacements CRACKED and UNCRACKED concrete V cr Shear load [kn], 8,6 6, 0,0 0,5 δn0 Displacements under short term [mm],55,7,7 4,0, δn Displacements under long term [mm],0 4, 4, 6,0 4,7 Characteristic tension resistance in cracked and non-cracked concrete C0/5 to C50/60 under fire exposure TURBO SMART ANCHOR SIZE Nominal embedment depth hnom [mm] Steel failure for tension and shear load ( F Rk,fi = N Rk,s,fi = V Rk,fi) Fire resistance class Characteristic resistance R0 FRk,fi 0 [kn] 0,9,4 4,4 7, 0, R60 FRk,fi 60 [kn] 0,8,7, 5,8 8, R90 FRk,fi 90 [kn] 0,6,, 4, 5,9 R0 FRk,fi 0 [kn] 0,4 0,7,7,4 4,8 Steel failure with lever arm Fire resistance class Characteristic resistance R0 M 0 Rk,s,fi 0 [kn] 0,7,4 5,9, 0,4 R60 M 0 Rk,s,fi 60 [kn] 0,6,8 4,5 9,7 5,9 R90 M 0 Rk,s,fi 90 [kn] 0,5,,0 7,0,6 R0 M 0 Rk,s,fi 0 [kn] 0, 0,9, 5,7 9,4 R 0 to R 0 Spacing scr,fi [mm] 4 x hef Edge distance ccr,fi x hef The characteristic resistance to fire exposure for pull-out failure, concrete cone failure, concrete pry-out failure and concrete edge failure shall be calculated according to TR 00 or CEN/TS If no value for NRk,p, is given, in the equation.4 and.5, TR 00 or in equation D. and D., CEN/TS 99-4 the value of N 0 Rk.c shall be inserted instead of NRk,p

DoP SM0BS00 page 4 / 7 Characteristic values for seismic category C TURBO SMART ANCHOR SIZE 8 0 4 Nominal embedment depth hnom [mm] 65 85 00 5 Steel failure for tension and shear load N Rk,s,seis

Concrete cone failure h ef Effective anchorage depth [mm] 5 68 80 9 s cr,n Critical spacing [mm] 56 04 40 76 c cr,n Critical edge distance [mm] 78 0 0 8 γ Installation safety factor [-],0 Concrete

4 DoP SM0BS00 page 4 / 7 Characteristic values for seismic category C TURBO SMART ANCHOR SIZE Nominal embedment depth hnom [mm] Steel failure for tension and shear load N Rk,s,seis [kn] 7,0 45,0 67,0 94,0 Characteristic load V Rk,s,seis [kn] 8,5 5,,0,4 Pull-out failure N Rk,p,seis Characteristic tension load in cracked concrete C0/5 [kn] Pull-out failure is not decisive Concrete cone failure h ef Effective anchorage depth [mm] s cr,n Critical spacing [mm] c cr,n Critical edge distance [mm] γ Installation safety factor [-],0 Concrete pryout failure k k-factor [-],0,0 Concrete edge failure l f = h ef Effective anchor length [mm] d nom Outside anchor diameter [mm] 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 pgb-europe nv. Signed for and behalf of the manufacturer by: Place and date of issue Signature Johannes Heye, product manager Melle, 8/06/06

5 DoP SM0BS00 page 5 / 7 Annex : Product overview SMBSZ: CONCRETE SCREW TURBO SMART WITH HEXAGON HEAD AND PRESSED-ON WASHER

6 DoP SM0BS00 page 6 / 7 SMBSV: CONCRETE SCREW TURBO SMART WITH COUNTERSUNK HEAD SMBSP: CONCRETE SCREW TURBO SMART WITH PAN HEAD

7 DoP SM0BS00 page 7 / 7 SMBSF: CONCRETE SCREW TURBO SMART WITH LARGE PAN HEAD FOR RAIL CONNECTIONS SMBSI: CONCRETE SCREW TURBO SMART WITH METRIC INTERNAL THREAD SMBSS: CONCRETE SCREW TURBO SMART WITH HEX DRIVE METRIC CONNECTION THREAD SMBSB: CONCRETE SCREW TURBO SMART WITH HEX HEAD WITH METRIC CONNECTION THREAD

Internal dry conditions Static or quasi-static loads Seismic actions for Performance Category C1 and C2 Fire exposure

Internal dry conditions Static or quasi-static loads Seismic actions for Performance Category C1 and C2 Fire exposure DoP SMZAK001 page 1 / 6 rev01 SMZAK001 Unique identification code of the product-type: SMART S-ZAK Type or serial number or any other element allowing identification of the construction product as required