ift-product Passport Curtain Walling according to EN : 2003

Transcription

1 ift-product Passport Curtain Walling according to EN : /1-0.6e Valid until June 2015 Client is the system supplier Product family Variants Frame material Basis SCHÜCO International KG Karolinenstraße Bielefeld Germany EN : Curtain walling Product standard Minimum requirements for performance characteristics as per ift-certification Scheme for Curtain Walling (QM329) Stick construction FW 50+, FW 50+ S, FW 50+.HI, FW 50+.SI FW 50+ ARC, FW 50+ RC2, FW50+ RC 3 FW 50+ FB4, ift-product Passport /1-0.6 dated 30 July 2012 Instructions for use Aluminium, stainless steel (only FW 50+ ARC) Performance characteristics (as per EN Annex ZA.1) Characteristics Class / Value Characteristics Class / Value Reaction to fire Fire resistance Fire propagation Watertightness Dead load (self weight) Resistance to wind load Impact resistance npd npd *) RE1200 *) **) I5 / E5 Thermal shock resistance Resistance to horizontal loads Air permeability *) *) Water vapour Thermal Airborne permeability transmittance sound insulation AE *) *) up to Rw(C;Ctr) = 49 (-2; -5) db *) Durability ***) Further characteristics / Evidence Characteristics Class / Value Impact resistance see Section 5.1 Load-bearing Lightning promulliontransom con- capacity of tection safety devices nections see Section 5.2 see Section 5.2 N Burglar resistance Bullet resistance The ift product passport demonstrates the general performance of the designated product family determined on the basis of testing, calculation or assessment. The values / classes indicated refer both to the specific objects described in the individual evidence and the scope of application defined by the ift product passport. Implementation of the performance characteristics is subject to national technical regulations. This product passport forms the basis for issuing the ift Certificate of Conformity which documents conformity of the end products and of factory production control by regular third party control of the manufacturer by the. Notes on publication up to RC3 up to FB4 NS The ift-guidance Sheet Conditions and Guidance for the Use of ift Test Documents" applies. Contents npd no performance determined *) evidence for purpose-designed systems as necessary **) design load (in kn/m²) ± 2,0; safety load (in kn/m²) ±3,0 ***) maintenance instructions as per EN 13830, Annex B The product passport comprises a total of 20 pages: 17. September 2012 Christian Kehrer, Dipl.-Ing. (FH) Head of Certification & Surveillance Body Dirk Köberle, Dipl.-Ing. (FH) Deputy Head of Testing Department Building Components Gerhard Fellermeier, Dipl.-Ing. (FH) Operating Product Officer Certification & Surveillance Body 1 Classification matrix according to EN Classification matrix according to further standards / regulations 3 3 Product description / Abridged version 4 4 Performance characteristics according to the product standard 6 5 Further characteristics / Evidence / Special instructions for use19

2 ift-product Passport Curtain walling according to EN Page 2 of 27 1 Classification matrix according to EN The present matrix compares the defined performance characteristics listed in the product standard EN 13830, Clause 4 Requirements with the actual performance characteristics (column 5) verified for the relevant product family. Numbering corresponds to the numbering of Clause 4 "Requirements" of the product standard. Section 4 of the product passport summarizes the documentation provided, i.e. the underlying individual evidence and the assessment of each declared characteristic, including reference to the tested product samples / specimens described in the individual evidence/reports. 1 No*) 2 3 Symbol Characteristic / Value as per EN (Unit) 4.1 Resistance to wind load (kn/m²) 4.2 Dead load (self weight) (kn/m²) 4 5 Class or declared value *) Class or value Design load Positive +2.0 kn/m² Negative 2.0 kn/m² Safety Positive +3.0 kn/m² Negative 3.0 kn/m² Declared value Evidence for purpose-designed system *) Impact resistance, internal drop height I0 I1 I2 I3 I4 I5 (mm) (no data provided) (200) (300) (450) (700) (950) Impact resistance, external drop height E0 E1 E2 E3 E4 E5 (mm) (no data provided) (200) (300) (450) (700) (950) 4.3 I5 E5 4.4 Air permeability Test (Pa) A1 (150) A2 (300) A3 (450) A4 (600) AE (>600) AE 4.5 Watertightness Test (Pa) R4 (150) R5 (300) R6 (450) R7 (600) RE (>600) RE Airborne sound insulation Rw (C,Ctr) (db) Evidence for purpose-designed system *) up to Rw(C;Ctr) = 49 (-2; -5) db 4.7 Thermal transmittance 2 Ucw (W/m K) Evidence for purpose-designed system *) Fire resistance Integrity 4.8 Fire resistance Integrity and Insulation (E) (EI) F E 15 E 30 E 60 E 90 npd EI 15 EI 30 EI 60 EI 90 npd E D C B A2 A1 4.9 Reaction to fire npd 4.10 Fire propagation Evidence for purpose-designed system *) 4.11 Durability Cleaning and maintenance instructions **)

3 ift-product Passport Curtain walling according to EN Page 3 of No*) Symbol Characteristic / Value as per EN (Unit) Class or declared value *) Class or value 4.12 Water vapour permeability Evidence for purpose-designed system *) 4.13 Equipotentiality Evidence for purpose-designed system *) 4.14 Seismic shock resistance Evidence for purpose-designed system *) 4.15 Thermal shock resistance Evidence for purpose-designed system *) Building and thermal movement Resistance to live horizontal loads (kn at sill height (m) Evidence for purpose-designed system *) Evidence for purpose-designed system *) *) Evidence of purpose-designed system as necessary **) Maintenance instructions as per Annex B EN Classification matrix according to further standards / regulations For this product family the following further performance characteristics were demonstrated: No*) Symbol Characteristic / Value as per EN (Unit) Class or declared value *) Class or value 1 Impact resistance Requirements see item Mullion-transom-connection (T-connection) for the facade constructions FW 50+ and FW 60+ Clamping connections of Schüco facade systems with aluminium transom- / mullionprofiles Requirements see item 5.2 Requirements see item Burglar resistance Class up to RC3 5 Bullet resistance Class up to FB4 NS 6 Lightning protection Class N

4 ift-product Passport Curtain walling according to EN Page 4 of 27 3 Product description / Abridged version This abridged description of the product family is used for identification and is supplemented by further details given in the product descriptions of the individual evidence of performance, as set out in paragraph 4 of the product passport. Product family Variants Manufacturer Frame material Mullion / transom profiles Profile material Glazing Stick construction FW 50 +, FW 50 + S, FW 50 + ARC, FW 50 + RC2, FW 50 + RC3 FW 50 + FB4, FW 50 +.HI, FW 50 +.SI SCHÜCO International KG Aluminium, stainless steel (only FW 50+ ARC) Thickness / Configuration from 24 mm to 64 mm / - Glazing gasket External EN AW-6060, EN 755 (as specified by manufacturer) preformed seal Material: EPDM black Variants - Variant A: individual seal and cross seal at intersection Internal - Variant B: individual seal with butyl strip - Variant C: continuous seals and cross seal at intersection - Variant D: transom isolator with one-sided sealing flap and cross seal at intersection - Variant E: Glass joint sealing with isolators for dry glazing and rose (Item no ) All variants with continuous vertical sealing; horizontal seal buttjointed, material EPDM black Variant FW 50 +.SI reflective foil PB on KS plates and PE foam strip combined with aluminium plate Transom profile notched, overlapping with mullion profile Material EPDM black, Corner design: - butt-jointed and bonded or - using moulded corner pieces - jointed and bonded or - with corner-vulcanized frame gasket or - with swivelling mullion seal, notched mullion seal notched, overlapping with transom seal and bonded Corners between glass pane and internal glazing gaskets of all variants additionally sealed with elastic sealant Additional features: - Insertion of seal Item in sealing groove of mullion - Insertion of sealing cord Item at connection of mullion to transom (2nd level) - RC2: holes of the screws in transom area are sealed. - RC3: holes of screws in transom area are sealed (screw sealant)

5 ift-product Passport Curtain walling according to EN Page 5 of 27 Distance plate screw connection Torque rate Pressure plates ends Vapour equalization / drainage Total ventilation and drainage Field by field 250 mm, edge distance 20 mm approx. 4.5 Nm approx. 3.5 Nm for KS plates and flat cover caps: Profile Item , Profile Item , sealing Item , KS plate Item , Item without additional features: From transom rebate to mullion rebate, insertion of rebate pieces, drainage/ventilation through recesses 34 mm x 13 mm in the profiles around mullion through slots 5 mm x 25 mm in the transom plates to the front and holes 5 mm x 30 mm in the transom plates to the bottom, cover plates at bottom with oblong holes 5 mm x 25 mm, distance 600 mm, lateral joint of transom to mullion rebate platform using seals

6 ift-product Passport Curtain walling according to EN Page 6 of 27 4 Performance characteristics according to the product standard Depending on the intended use and on the national requirements for curtain walling, initial type testing will be required for the characteristics listed in the product standard EN 13830, Clause 4 that may consist of testing, calculation or assessment. The following summarizes the relevant evidence of the product family for all performance characteristics according to Clause 4 of the product standard. Superscripts are explained in paragraph Resistance to wind load (see EN 13830, Clause 4.1) When tested according to EN 12179, curtain walling shall meet the performance requirements when exposed to positive and negative s as set out by EN The wind loads used for testing are based on Eurocode 1 EN Maximum frontal deflection of the curtain wall's framing members exposed to the design load shall not exceed L/200 or 15 mm, whichever is the less. Evidence, expert statement, assessment 1 FW 50 +, FW 50 +.HI Overall dimensions test specimen (W x H) 6,610 mm x 6,150 mm max. field grid dimensions: 2,000 mm x 3,000 mm , 3 December 2003, Grid dimensions smaller than the maximum tested field grid are subject to compliance with the deflection limits of structural framing (structural evidence (4) ). Design load: positive kn/m² negative 2.0 kn/m² Safety load: positive kn/m² negative 3.0 kn/m² 2 FW 50 + S, FW 50 + ARC Expert Statement , 15 December 2003, Grid dimensions smaller than the maximum tested field grid are subject to compliance with the deflection limits of structural framing (structural evidence (4) ). Design load: positive kn/m² negative 2.0 kn/m² Safety load: positive kn/m² negative 3.0 kn/m²

7 ift-product Passport Curtain walling according to EN Page 7 of 27 Evidence, expert statement, assessment 3 FW 50 + Overall dimensions test specimen (W x H) 2,650 mm x 2,650 mm Supplementary test for different penetration variants , 8 July2006, Grid dimensions smaller than the maximum tested field grid are subject to compliance with the deflection limits of structural framing (structural evidence (4) ). Design load: positive kn/m² negative 2.0 kn/m² Safety load: positive kn/m² negative 3.0 kn/m² 4 FW 50 +.SI Expert Statement , dated 9 March 2009, 5 FW 50 + RC2 FW 50 + RC3 FW 50 + FB4 Superscripts see paragraph 6 Expert Statement /1 R1 26 October 2006, Grid dimensions smaller than the maximum tested field grid are subject to compliance with the deflection limits of structural framing (structural evidence (4) ). Grid dimensions smaller than the maximum tested field grid are subject to compliance with the deflection limits of structural framing (structural evidence (4) ). Design load: positive + 2,0 kn/m² negative 2,0 kn/m² Safety load: positive + 3,0 kn/m² negative 3,0 kn/m² Design load: positive kn/m² negative 2.0 kn/m² Safety load: positive kn/m² negative 3.0 kn/m²

8 ift-product Passport Curtain walling according to EN Page 8 of Dead load (self-weight) (see EN 13830, Clause 4.2) The curtain walling shall sustain its self-weight plus any attachments (e.g. solar shading devices, service balconies, etc.) incorporated into it by original design. The loads shall be transferred safely to the building structure via the fixings intended for that purpose. Dead load (self-weights) shall be determined in accordance with EN Evidence of rigidity is provided by structural evidence (certificate) or by type-specific structural certificate. Maximum deflection of any main horizontal framing caused by vertical loads shall not exceed L/500 or 3 mm, whichever is the less. This characteristic shall be demonstrated for the purpose-designed system. 4.3 Impact resistance (see EN 13830, Clause 4.3) Impact resistance of mullions, sills, transoms, panels and mullion/transom intersections shall be determined in accordance with EN 12600, Section 5. The results shall be classified as per EN Glass products shall be in conformity to EN The referenced evidence and expert statements do not apply to safety barrier glazing systems. Here the provisions laid down in the TRAV (Technische Regeln für die Verwendung von absturzsichernden Verglasungen - "Technical rules for the use of safety barrier glazing systems") are applicable. Evidence, expert statement, assessment 1 FW 50 +, FW 50 +.HI Overall dimensions test specimen (W x H) 6,610 mm x 6,150 mm max. field grid dimensions: 2,000 mm x 3,000 mm Mullion length 3,000 mm, transom length 2,000 mm, largest impacted glass pane 2,000 mm x 3,000 mm at sill height (all grid dimensions) , 3 December 2003, All facades of the same design (e.g. screw fixing of plates, connectors, cleats, etc.) and same material with slightly smaller or same grid dimensions and comparable stiffness are subject to compliance with deflection limit (4) of framing (structural evidence). I5/E5 2 FW 50 + S, FW 50 + ARC Expert Statement , 15 December 2003, All facades of the same design (e.g. screw fixing of plates, connectors, cleats, etc.) and same material with slightly smaller or same grid dimensions and comparable stiffness are subject to compliance with deflection limit (4) of framing (structural evidence). I5/E5

9 ift-product Passport Curtain walling according to EN Page 9 of 27 Evidence, expert statement, assessment 3 FW 50 +.SI Expert Statement , dated 9 March 2009, 4 FW 50 + RC2 FW 50 + RC3 FW 50 + FB4 Superscripts see paragraph 6 Expert Statement /1 R1 26 October 2006, All facades of the same design (e.g. screw fixing of plates, connectors, cleats, etc.) and same material with slightly smaller or same grid dimensions and comparable stiffness are subject to compliance with deflection limit (4) of framing (structural evidence). All facades of the same design (e.g. screw fixing of plates, connectors, cleats, etc.) and same material with slightly smaller or same grid dimensions and comparable stiffness are subject to compliance with deflection limit (4) of framing (structural evidence). I5/E5 I5/E5

10 ift-product Passport Curtain walling according to EN Page 10 of Air permeability (see EN 13830, Clause 4.4) An air permeability test shall be carried out in accordance with EN The results shall be expressed in accordance with EN Evidence, expert statement, assessment 1 FW 50 +, FW 50 +.HI Overall dimensions test specimen (W x H) 6,610 mm x 6,150 mm tested joint length per m 2 facade area: 2,130 mm/m² 2 FW 50 + S, FW 50 + ARC 3 FW 50 + Overall dimensions test specimen (W x H) 2,650 mm x 2,650 mm Supplementary test for different penetration variants , 3 December 2003, Expert Statement , 15 December 2003, , 8. July 2006, 4 FW 50 +.SI Expert Statement , dated 9 March 2009, 5 FW 50 + RC2 FW 50 + RC3 FW 50 + FB4 Superscripts see paragraph 6 Expert Statement /1 R1 26 October 2006, The results can be extrapolated for facades of the same or smaller joint length per square meter facade area subject to compliance with the deflection limit. The results can be extrapolated for facades of the same or smaller joint length per square meter facade area subject to compliance with the deflection limit. The results can be extrapolated for facades of the same or smaller joint length per square meter facade area subject to compliance with the deflection limit. The results can be extrapolated for facades of the same or smaller joint length per square meter facade area subject to compliance with the deflection limit. The results can be extrapolated for facades of the same or smaller joint length per square meter facade area subject to compliance with the deflection limit. AE AE AE AE AE

11 ift-product Passport Curtain walling according to EN Page 11 of Watertightness (see EN 13830, Clause 4.5) A watertightness test shall be carried out in accordance with EN The results shall be expressed in accordance with EN Evidence, expert statement, assessment 1 FW 50 +, FW 50 +.HI Overall dimensions test specimen (W x H) 6610 mm x 6150 mm 2 FW 50 + S, FW 50 + ARC 3 FW 50 + Overall dimensions test specimen (W x H) 2,650 mm x 2,650 mm Supplementary test for different penetration variants , 3 December 2003, Expert Statement , 15 December 2003, , 8 July 2006, 4 FW 50 +.SI Expert Statement , dated 09 March 2009, 5 FW 50 + RC2 FW 50 + RC3 FW 50 + FB4 Superscripts see paragraph 6 Expert Statement /1 R1 26 October 2006, All facades of same design and same materials in sealingrelevant area - subject to compliance with the deflection limit. All facades of same design and same materials in sealingrelevant area - subject to compliance with the deflection limit. All facades of same design and same materials in sealingrelevant area - subject to compliance with the deflection limit. All facades of same design and same materials in sealingrelevant area - subject to compliance with the deflection limit.. All facades of same design and same materials in sealingrelevant area - subject to compliance with the deflection limit. RE 1200 RE 1200 RE 1200 RE 1200 RE Airborne sound insulation (see EN 13830, Clause 4.6) The sound reduction index shall be determined by test in accordance with EN ISO The test results shall be determined in accordance with EN ISO The measured results are applicable only to the tested specimen. Extrapolation for other dimensions / grids / infills is not regulated. This characteristic shall be demonstrated for the purpose-designed system.

12 ift-product Passport Curtain walling according to EN Page 12 of FW 50 + FW 50 + FW 50 + FW 50 + FW 50 + FW 50 +.HI FW 50 +.SI FW 50 +.SI mit KS- Andruckleisten Evidence, expert statement, assessment Expert Statement / dated 12 December 2003 of /1.0.0 dated 9 April 1999 Expert Statement / dated 12 December 2003 of /2.0.0 dated 9 April 1999 Expert Statement / dated 12 December 2003 of /3.0.0 dated 9 April 1999 Expert Statement / dated 12 December 2003 of /4.0.0 dated 9 April 1999 Expert Statement dated 20 October 2009 Dimensions 1,230 mm 1,480 mm, Mullion , Transom Glazing 6/16/4, Type Phonstop 26/38 Dimensions 1,230 mm 1,480 mm, Mullion , Transom Glazing 9GH/16/6, Type Phonstop 31/45 GH Dimensions 1,230 mm 1,480 mm, Mullion , Transom Glazing 12/20/4 Type Phonstop 36/42 Dimensions 1,230 mm 1,480 mm, Mullion , Transom Glazing 13GH/20/9GH Type Phonstop 42/54 GH Evaluation of the sound insulation in dependence of the sealing system, (applicable up to sound insulation max. R w =50 db) R w (C;C tr )= 37 (-2;-6) db R w (C;C tr )= 42 (-2;-5) db R w (C;C tr )= 41 (-2;-5) db R w (C;C tr )= 49 (-2;-5) db no significant influence

13 ift-product Passport Curtain walling according to EN Page 13 of Thermal transmittance (see EN 13830, Clause 4.7) Methods of assessment / calculation of thermal transmittance U CW of curtain walling are defined in pren Thermal performance of curtain walling - Calculation of thermal transmittance - Simplified method. This characteristic shall be demonstrated for the purpose-designed system. Among the basis / input data required is thermal transmittance U f of the facade profiles. Evidence, expert statement, assessment 1. FW 50 +.SI Overall dimensions test specimen (W x H) 1,200 mm x 3,500 mm Screw connections using stainless steel screws (diameter 5.5 mm) spaced at 250 mm. 2. FW 50 +.SI Overall dimensions test specimen (W x H) 1,200 mm x 3,500 mm Screw connections using stainless steel screws (diameter 5.5 mm) spaced at 250 mm. 3. Facade profile FW 50 + without cross lips Screw connections using stainless steel screws (diameter 5.5 mm) distance of 250 mm PR01 20 December PR01 20 December /1 Rev 1 1 December 2003 in agreement to the test specimen, details are described in the test report wall construction Monolithisches Mauerwerk mit Wärmedämmverbundsystem, details are described in the test report Cross section: Face width: Installation depth: 50 mm 71 mm to 283 mm Glazing thickness 28 mm - 50 mm Edge cover of glazing 13 mm The precise U f value of the respective profile is given in the diagrams of the report. Assessment / calculation of thermal transmittance U CW of a curtain walling element shall be performed in accordance with pren U CW = 0,64 W/(m²K) U CW, Einbau = 0,71 W/(m²K) U f = 1.4 to 2.3 W/m²K

14 ift-product Passport Curtain walling according to EN Page 14 of 27 Evidence, expert statement, assessment 4. Facade profile FW 50 +.HI Screw connections using stainless steel screws (diameter 5.5 mm) distance of 250 mm /1 28 June 2006 Cross section: Face width: Installation depth: 50 mm Glazing thickness 28 mm 81 mm to 266 mm Edge cover of glazing 13 mm U f = 1.5 to 1.6 W/m²K The precise U f value of the respective profile is given in the diagrams of the report. Assessment / calculation of thermal transmittance U CW of a curtain walling element shall be performed in accordance with pren Screw effect for FW 50+.SI Curtain walling designed for passive houses /1 dated 9 January 2009, Cross section: Face width: 50 mm Total installation depth: 100 mm Installation depth statically profile: 45 mm U f = 0,14 *) W/m²K Screw-connections using stainless steel screws (diameter 5.5 mm) spaced at 250 mm. Glazing thickness: 28 mm Edge cover of glazing: 13 mm For more design details refer to test report. Assessment / calculation of thermal transmittance U CW of a curtain walling element shall be performed in accordance with EN *) Screw effect on thermal transmittance 6. FW 50+.SI Curtain walling designed for passive houses Screw-connections using stainless steel screws (diameter 5.5 mm) spaced at 250 mm /1 dated 9 January 2009, Cross section: Face width: 50 mm Installation depth mullion: 105 mm Glazing thickness: 42 mm Edge cover of glazing: 13 mm For more design details refer to test report. Assessment / calculation of thermal transmittance U CW of a curtain walling element shall be performed in accordance with EN U f = 0,78 *) W/m²K *) The value given does not include the screw effect. The screw effect shall be determined according to acknowledged rules of technology and added to the result.

15 ift-product Passport Curtain walling according to EN Page 15 of 27 Evidence, expert statement, assessment 7. FW 50+.SI Curtain walling designed for passive houses Screw-connections using stainless steel screws (diameter 5.5 mm) spaced at 250 mm /2 dated 9 January 2009, Cross section: Face width: 50 mm Installation depth mullion: 105 mm Glazing thickness: 64 mm Edge cover of glazing: 13 mm For more design details refer to test report. Assessment / calculation of thermal transmittance U CW of a curtain walling element shall be performed in accordance with EN U f = 0,76 W/m²K 8. FW 50+.SI Curtain walling designed for passive houses Screw-connections using stainless steel screws (diameter 5.5 mm) spaced at 250 mm /3, dated 9 January 2009, Cross section: Face width: 50 mm Installation depth mullion: 85 mm Glazing thickness: 46 mm Edge cover of glazing: 13 mm For more design details refer to test report. Assessment / calculation of thermal transmittance U CW of a curtain walling element shall be performed in accordance with EN U f = 0,76 *) W/m²K *) The value given does not include the screw effect. The screw effect shall be determined according to acknowledged rules of technology and added to the result. 9 Facade profile FW 50 +.HI with insertion AWS 75.HI, frame no Facade profile FW 60 +.HI with insertion AWS 75.HI, frame no , KS application profile Facade profile FW 50 + with insertion AWS 75.BS.HI, frame no Facade profile FW 50 + with insertion AWS 75.HI, frame no /1 18 March 2009, /1 18 March 2009, /1 18 March 2009, /1 18 March 2009, profile depth 55 mm Ψ = W/m²K profile depth 255 mm Ψ = W/m²K profile depth 55 mm Ψ = W/m²K profile depth 255 mm Ψ = W/m²K profile depth 55 mm Ψ = W/m²K profile depth 255 mm Ψ = W/m²K profile depth 55 mm Ψ = W/m²K profile depth 255 mm Ψ = W/m²K

16 ift-product Passport Curtain walling according to EN Page 16 of Facade profile FW with insertion AWS 75.HI, frame no , KS application profile Facade profile FW 50 + with insertion AWS 75.BS.HI, frame no Facade profile FW 50 +.HI with insertion AWS 75.HI, frame no Facade profile FW 50 +.HI with insertion AWS 75.HI, frame no , KS application profile Facade profile FW 50 +.HI with insertion AWS 75.BS.HI, frame no Facade profile FW 50 +.SI with insertion AWS 75.HI, frame no Facade profile FW 50 +.SI with insertion AWS 75.HI, frame no , KS application profile Facade profile FW 50 +.SI with insertion AWS 75.BS.HI, frame no Facade profile FW 50 + filling: insulating glass Evidence, expert statement, assessment /1 18 March 2009, /1 18 March 2009, /1 18 March 2009, /1 18 March 2009, /1 18 March 2009, /1 18 March 2009, /1 18 March 2009, /1 18 March 2009, /1 28 January 2008, profile depth 55 mm Ψ = W/m²K profile depth 255 mm Ψ = W/m²K profile depth 55 mm Ψ = W/m²K profile depth 255 mm Ψ = W/m²K profile depth 55 mm Ψ = W/m²K profile depth 255 mm Ψ = W/m²K profile depth 55 mm Ψ = W/m²K profile depth 255 mm Ψ = W/m²K profile depth 55 mm Ψ = W/m²K profile depth 255 mm Ψ = W/m²K profile depth 55 mm Ψ = W/m²K profile depth 255 mm Ψ = W/m²K profile depth 55 mm Ψ = W/m²K profile depth 255 mm Ψ = W/m²K profile depth 55 mm Ψ = W/m²K profile depth 250 mm Ψ = W/m²K glass construction 6/16/4 U g = 1,1 W/(m²K) Ψ = W/m²K

17 ift-product Passport Curtain walling according to EN Page 17 of 27 Evidence, expert statement, assessment 22. Facade profile FW 50 + filling: panel 26 mm 23. Facade profile FW 50 + filling: panel 26 mm 24. Facade profile FW 50 + filling: insulating glass 25. Facade profile FW 50 + filling: panel 46 mm 26. Facade profile FW 50 + filling: glass-panel 46 mm /1 28 January 2008, /1 28 January 2008, /1 28 January 2008, /1 28 January 2008, /1 28 January 2008, Panel-construction 2 mm aluminium / 22 mm insulating material 2 mm aluminium Panel-construction 6 mm glass / 18 mm insulating material 2 mm aluminium Glass-construction 8/12/4/12/8 U g = 0,7 W/(m²K) Panel-construction 2 mm aluminium / 42 mm insulating material 2 mm aluminium Panel-construction 6 mm glass / 38 mm insulating material 2 mm aluminium Ψ = W/m²K Ψ = W/m²K Ψ = W/m²K Ψ = W/m²K Ψ = W/m²K 27. polypropylene foam profiles as insulation insertion for frame profiles NOMAFLEX PP PROFIL 28. Stick construction FW 50 +.SI National Technical Approval Z dated 27 May 2009 certificate Passivhaus geeignete Komponente Passivhaus Institut Dr. Wolfgang Feist can be used for thermal insulation in cavities (details according approval) component with aluminium bar U g = 0,7 W/m²K dimensions Test sample 1,200 mm x 2,500 mm λ = 0,035 W/m²K U CW = 0,80 W/(m²K) U CW, eingebaut 0,85 W/(m²K) 29. Stick construction FW 50 +.SI certificate Passivhaus geeignete Komponente Passivhaus Institut Dr. Wolfgang Feist component with GFK- bar U g = 0,7 W/m²K dimensions Test sample 1,200 mm x 2,500 mm U CW = 0,80 W/(m²K) U CW, eingebaut 0,85 W/(m²K)

18 ift-product Passport Curtain walling according to EN Page 18 of Fire resistance (cp. EN 13830, Clause 4.8) Fire resistance shall be classified in accordance with EN This characteristic was not verified and has been marked with npd. 4.9 Reaction to fire (see EN 13830, Clause 4.9) Reaction to fire resistance shall be classified in accordance with EN This characteristic was not verified and has been marked with npd. At the date of drawing up the report, the method of verification had not been sufficiently specified. Reference shall be made to the national methods Fire propagation (see EN 13830, Clause 4.10) Connections of the curtain wall construction shall be designed in such a way that transmission of fire and smoke through voids in the curtain wall construction at its abutment at all levels with structural floor slabs is ensured. Classification shall be in accordance with EN This characteristic shall be verified for the purpose-designed system Durability (see EN 13830, Clause 4.11) Conformance of the constituting materials and finishes to the state of art, or, where available to European technical specifications specifying the material and finish shall be declared. The manufacturer shall issue recommendations on the maintenance requirements for the completed curtain walling Water vapour permeability (see EN 13830, Clause 4.12) Vapour control layers which conform to the appropriate European standard shall take into account the specified hydro-thermal conditions of the building. This characteristic shall be verified for the purpose-designed system Equipotentiality (see EN 13830, Clause 4.13) The electrical resistance of metal component parts of a curtain walling shall be determined by testing in accordance with Annex A EN This characteristic shall be verified for the purpose-designed system.

19 ift-product Passport Curtain walling according to EN Page 19 of Seismic shock resistance (see EN 13830, Clause 4.14) Seismic shock resistance shall be determined in accordance with technical specifications or other provisions valid in the place of use. This characteristic shall be verified for the purpose-designed system Thermal shock resistance (see EN 13830, Clause 4.15) Conformance of the glass products used to the relevant technical specifications referring to resistance to thermal shock shall be demonstrated. This characteristic shall be verified for the purpose-designed system Building and thermal movement (see EN 13830, Clause 4.16) The design of the curtain walling shall accommodate thermal and specified building movements without inducing damage to the components or performance. This characteristic shall be verified for the purpose-designed system Resistance to live horizontal loads (see EN 13830, Clause 4.17) The curtain wall shall resist horizontal live loads at sill height. Live horizontal loads shall be determined in accordance with EN Rigidity can be demonstrated by testing, calculation or assessment. This characteristic shall be verified for the purpose-designed system.

20 ift-product Passport Curtain walling according to EN Page 20 of 27 5 Further characteristics / Evidence There were the following further characteristics / evidence. 5.1 Pendulum impact test Verification was based on E-TRAV (draft version March 2001). Evidence, expert statement, assessment 1 FW 50 +, the design variants are contained in the referenced test reports S dated 20 December 2002, issued by Prof. Sedlaczek & Partner, Technologien im Bauwesen GmbH *) and Expert statement S dated 29 January 2004, issued by Prof. Sedlaczek & Partner, Technologien im Bauwesen GmbH *) *) Company name changed to: Feldmann + Weynand GmbH, Aachen Extrapolation subject to agreement between manufacturer and testing body. Observe notes of test report referring to field of application/scope. Observe all information referring to plates and screw connections provided by the company SCHÜCO (maximum screw distance, minimum and maximum screw length). Any deviation from the specifications may cause system failure. Category A

21 ift-product Passport Curtain walling according to EN Page 21 of Mullion/transom connections and clamping connections The demonstrated load bearing capacity of the mullion/transom connections and of the clamping connections represents the basis for structural evidence. Evidence; expert statement, assessment Evidence 1 Mullion/transom connection FW 50 +, Item National Technical Approval Z dated 7 January Valid until 31 January (10) F Rd in kn F zul in kn Tensile load Dead load of glass Negative wind Positive wind Mullion/transom connection FW 50 +, Item National Technical Approval Z dated 7 January Valid until 31 January (10) F Rd in kn F zul in kn Tensile load Dead load of glass Negative wind Positive wind Mullion/transom connection FW 50 +, Item National Technical Approval Z dated 7 January Valid until 31 January (10) F Rd in kn F zul in kn Tensile load Dead load of glass Negative wind Positive wind Mullion/transom connection FW 50 +, Item National Technical Approval Z dated 7 January Valid until 31 January (10) F Rd in kn F zul in kn Tensile load Dead load of glass Negative wind Positive wind Mullion/transom connection FW 50 +, Item For mullion profiles over 175 mm installation depth with 3 mm wall thickness National Technical Approval Z dated 7 January Valid until 31 January (10) F Rd in kn F zul in kn Tensile load Dead load of glass Negative wind Positive wind

22 ift-product Passport Curtain walling according to EN Page 22 of 27 Evidence; expert statement, assessment Evidence 6 Mullion/transom connection FW 50 +, Item For mullion profiles over 175 mm installation depth with 3 mm wall thickness National Technical Approval Z dated 7 January Valid until 31 January (10) F Rd in kn F zul in kn Tensile load Dead load of glass Negative wind Positive wind Mullion/transom connection FW 50 + S Mullion depth 125 mm Transom depth 125 mm 05/09 from Dipl.-Ing. O. Einsiedler for evaluation of load-bearing capacity of T-cleat of the facade systems Schüco FW 50 + S and FW 60 + S dated 28 August 2006 Extrapolation subject to agreement between manufacturer and testing body (10) F zul in kn F zul in kn Tensile load 1.1 k. A. Dead load of glass Negative wind 1.2 k. A. Positive wind 5.6 k. A. Interaction dead load negative wind 6.9 k. A. Interaction dead load positive wind 5.5 k. A. 8 Mullion/transom connection FW 50 + S Mullion depth 125 mm Transom depth 55 mm 05/09 from Dipl.-Ing. O Einsiedler for evaluation of load-bearing capacity of T-cleat of the facade systems Schüco FW 50 + S and FW 60 + S dated 28 August 2006 Extrapolation subject to agreement between manufacturer and testing body (10) F zul in kn F zul in kn Tensile load 1.1 k. A. Dead load of glass Negative wind 7.6 k. A. Positive wind 6.7 k. A. Interaction dead load negative wind Interaction dead load positive wind 6.2 k. A. 6.0 k. A. Superscripts see paragraph 6 Key: F Rd = design load of load-bearing capacity F Zul = allowable load-bearing capacity k. A.= not specified by company SCHÜCO

23 ift-product Passport Curtain walling according to EN Page 23 of 27 Evidence; expert statement, assessment Evidence 9 Clamping connections of SCHÜCO facade systems with aluminium mullion and transom profiles National Technical Approval Z dated 12 July Valid until 31 July The approved profiles and screws are listed in the referenced National Technical Approval Maximum tensile force in kn 1.30 Allow. tensile force in kn Clamping connections of SCHÜCO facade system FW50 + National Technical Approval 02/2009 dated 3 June 2009, Institut für Stahlbau der Technischen Universität Braunschweig. The scope and the approved comonents are described in the National Technical Approval (12) minimum tensile force in kn 2, Burglar resistance Burglar resistance shall be verified and assessed acc. to DIN V ENV Evidence; expert statement, assessment 1 FW 50+ RC2 FW 50+.HI RC2 FW 50+.SI RC2 FW 50+.S RC2 Facades in aluminium stick construction Expert statement PR01 14 May 2012 All facades of similar or larger dimensions subject to compliance with specified screw connection of plates RC2 2 FW 50+ RC3 FW 50+.HI RC3 FW 50+.SI RC3 Facades in aluminium stick construction Expert statement PR02 14 May 2012 All facades of similar or larger dimensions subject to compliance with specified screw connection of plates RC3

24 ift-product Passport Curtain walling according to EN Page 24 of Bullet resistance Bullet resistance must be tested as per DIN EN 1523 and evaluated as per DIN EN FW 50 + / FW 60 + Facade element Overall dimensions test specimen (W x H) 1,100 mm x 1,100 mm 2 FW 50 + Facade element with connection to door- and window system Overall dimensions test specimen (W x H) 1,444 mm x 1,466 mm 3 FW 50 Facade element with door system ADS 90 BR Overall dimensions test specimen (W x H) 1,444 mm x 1,466 mm Evidence; expert statement, assessment DSM Beschussamt Ulm (bullet resistance testing authority) 6 March 2000 S / B 28 June 2012 Beschussamt Ulm (bullet resistance testing authority) S / B 28 June 2012 Beschussamt Ulm (bullet resistance testing authority) Application only if agreed between manufacturer and testing body (Beschussamt Ulm) Application only if agreed between manufacturer and testing centre (Beschussamt Ulm) Application only if agreed between manufacturer and testing centre (Beschussamt Ulm) FB4 NS FB4 S FB4 NS

25 ift-product Passport Curtain walling according to EN Page 25 of Lightning protection Verifications were based on EN ( ) + pra1 ( ). Evidence; expert statement, assessment 1 Lightning protection terminal For specific design variants refer to referenced test report BET/Schüco d, dated 27 February 2006 issued by BET GmbH, Fischkuhle 39, D Menden Extrapolation subject to agreement between manufacturer and testing body Observe notes of test report referring to scope of application. N 2 Lightning protection terminal For specific design variants refer to referenced test report 30635, dated 2 March 2007 issued by Research Development and Certification Centre High Voltage and High Current Testing laboratory ELEMKO SA, 2 nd KM Thiva-Chalkida Old National Road, GR , THIV A Extrapolation subject to agreement between manufacturer and testing body Observe notes of test report referring to scope of application. N

26 ift-product Passport Curtain walling according to EN Page 26 of 27 6 Special instructions for use The special instructions for use listed in the following are rules for the implementation of the different performance characteristics specified by the standard. They are based on the normative provisions and the experience of the. As set out by the product standard the manufacturer is responsible for ensuring conformity to the declared characteristics. The overview given in this product passport is based on the evidence provided. No legal claim can be derived from this. Superscripts (1) The characteristics identified (classifications) apply to curtain walling ranging from a vertical position to 15 from the vertical (interna lly and externally), onto the building face. (2) Mullion and transom connectors shall be classified separately on the basis of structural or empirical concepts. (3) The structural properties of thermal-break profiles shall be taken into account. (4) Maximum frontal deflection of the curtain wailing s framing members shall not exceed l/200 and/or 15 mm. (5) Insert units (windows and doors) require classification of performance according to EN (6) Infill panels shall be dimensioned according to the relevant regulations; in Germany the following standards and regulations apply in particular DIN , Design Loads of Buildings, live loads, wind loads of vibrationresistant buildings. Technical rules for glazing systems with linear support. Technical rules for safety barrier glazing systems (7) Durability of the performance characteristics of the curtain walling was not verified. It shall be ensured for the specified service life of the product by using appropriate state of the art materials and finishes. (8) Connection of the curtain wall to the building structure shall ensure durable load transmission. Design of the connection to the building structure shall be airtight. Absence of condensation shall be ensured based on the national provisions. (9) Additional requirements may arise referring to: Burglar resistance Bullet resistance, Flanking sound insulation, Explosion/blast resistance Bullet resistance etc. (10) The referenced national technical approval applies only to the use of T-cleats. The loadbearing capacity and the characteristics in terms of building physics and fire resistance of the facade construction as such are not subject of the referenced national technical approval.

27 ift-product Passport Curtain walling according to EN Page 27 of 27 Observe the relevant Technical Building Regulations for evidence of loadbearing capacity of mullion and transom profiles. Observe and adhere to the provisions of the referenced national technical approval. (11) The referenced national technical approval applies only to the use of clamping connections. The loadbearing capacity and the characteristics in terms of building physics and fire resistance of the facade construction as such are not subject of the referenced national technical approval. Observe the relevant Technical Building Regulations for evidence of loadbearing capacity of mullion and transom profiles. Evidence of loadbearing capacity is subject to the T Observe and adhere to the provisions of the referenced national technical approval. 17. September 2012