12-000717-pr04 zb01-99-en-02 pb46 - domlux ikkunat ja … schuco-tuotteiden... · ift-product...

ift-Product Passport Curtain Wall ing according to EN 13830 : 2003 No. 100 27203/1 - 0.6e (12-000717-PR04 (SP-ZB01-99-en-02)) Valid until June 2015

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Basis

EN 13830 : 2003-09 Curtain walling – Product standard

Minimum requirements for per-formance characteristics as per ift -Certification Scheme for Curtain Walling (QM329)

ift -Product Passport 100 27203/1-0.6 dated 30 July 2012

Instructions for use

The ift product passport dem-onstrates the general perform-ance of the designated product family – determined on the ba-sis of testing, calculation or as-sessment.

The values / classes indicated refer both to the specific ob-jects described in the individual evidence and the scope of ap-plication defined by the ift product passport.

Implementation of the per-formance 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 manu-facturer by the ift Rosenheim.

Notes on publication

The ift -Guidance Sheet “Con-ditions and Guidance for the Use of ift Test Documents" applies.

Contents

The product passport com-prises a total of 20 pages:

1 Classification matrix according to EN 13830 2

2 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 15

6 Special instructions for use19

Client is the system supplier

SCHÜCO International KG Karolinenstraße 1-15 33609 Bielefeld Germany

Product family Stick construction

Variants

FW 50+, FW 50+ S, FW 50+.HI, FW 50+.SI FW 50+ ARC, FW 50+ RC2, FW50+ RC 3 FW 50+ FB4,

Frame material Aluminium, stainless steel (only FW 50+ ARC)

Performance characterist ics (as per EN 13830 Annex ZA.1)

Characteristics Reaction to fire

Fire resistance

Fire propagation

Watertight-ness

Dead load (self weight)

Resistance to wind load

Impact resistance

Class / Value npd npd *) RE1200 *) **) I5 / E5

Characteristics Thermal shock resis-

tance

Resistance to horizontal

loads

Air permeability

Water vapour permeability

Thermal transmittance

Airborne sound insula-

tion

Durability

Class / Value *) *) AE *) *) up to Rw(C;Ctr) = 49 (-2; -5)

dB *)

***)

Characteristics Impact resistance

Mullion-transom con-

nections

Load-bearing capacity of

safety devices

Lightning pro-tection

Burglar resistance

Bullet resistance

Class / Value see Sec-tion 5.1

see Sec-tion 5.2

see Sec-tion 5.2 N up to

RC3 up to

FB4 NS

Further characterist ics / Evidence

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

ift Rosenheim 17. September 2012

Christian Kehrer, Dipl.-Ing. (FH) Head of Certification & Surveillance Bo-dy

Dirk Köberle, Dipl.-Ing. (FH) Deputy Head of Testing De-partment Building Components

Gerhard Fellermeier, Dipl.-Ing. (FH) Operating Product Officer Certification & Surveillance Body

ift-Product Passport – Curtain walling according to EN 13830 of 27

No. 100 27203/1 - 0.6e dated 17. September 2012 (12-000717-PR04 (SP-ZB01-99-en-02))

Client SCHÜCO International KG, 33609 Bielefeld, (Germany ) (System supplier)

1 Classification matrix according to EN 13830

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 under-lying individual evidence and the assessment of each declared characteristic, including reference to the tested product samples / specimens described in the individual evi-dence/reports.

1 2 3 4 5

No*) Symbol Characteristic / Value as per EN 13830 (Unit)

Class or declared value *) Class or value

4.1

Resistance to wind load (kN/m²) Declared value

Design load

Safety

Positive pressure +2.0 kN/m²

Negative pres sure –2.0 kN/m²

Positive pressure +3.0 kN/m²

Negative pres sure –3.0 kN/m²

4.2

Dead load (self weight) (kN/m²) Evidence for purpose-designed system *)

Impact resistance, internal drop height (mm)

I0 (no data provided)

I1 (200)

I2 (300)

I3 (450)

I4 (700)

I5 (950) I5

4.3

Impact resistance, external drop height (mm)

E0 (no data provided)

E1 (200)

E2 (300)

E3 (450)

E4 (700)

E5 (950) E5

4.4

Air permeability Test pressure (Pa)

A1 (150)

A2 (300)

A3 (450)

A4 (600)

AE (>600) AE

4.5

Watertightness Test pressure (Pa)

R4 (150)

R5 (300)

R6 (450)

R7 (600)

RE (>600) RE1200

4.6

Airborne sound insulation Rw (C,Ctr) (dB) Evidence for purpose-designed system *) up to R w(C;Ctr)

= 49 (-2; -5) dB

4.7

Thermal transmittance

Ucw (W/m2 ⋅ K) Evidence for purpose-designed system *)

Fire resistance Integrity (E)

E 15

E 30

E 60

E 90 npd

4.8 Fire resistance

Integrity and Insulation (EI)

EI 15

EI 30

EI 60

EI 90 npd

4.9

Reaction to fire F E D C B A2 A1 npd

4.10

Fire propagation Evidence for purpose-designed system *)

4.11

Durability Cleaning and maintenance instructions **)




1 2 3 4 5



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 *)

4.16

Building and thermal move-ment Evidence for purpose-designed system *)

4.17

Resistance to live horizontal loads (kN at sill height (m)

Evidence for purpose-designed system *)

*) Evidence of purpose-designed system – as necessary **)

Maintenance instructions as per Annex B EN 13830

2 Classification matrix according to further standa rds / regulations

For this product family the following further performance characteristics were demon-strated:

1 2 3 4 5



1

Impact resistance Requirements see item 5.1

2

Mullion-transom-connection

(T-connection) for the facade

constructions

FW 50+ and FW 60+

Requirements see item 5.2

3

Clamping connections of

Schüco facade systems with

aluminium transom- / mullion-

profiles

Requirements see item 5.2

4

Burglar resistance Class up to RC3

5

Bullet resistance Class up to FB4 NS

6

Lightning protection Class N




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 Stick construction

Variants FW 50+, FW 50+ S, FW 50+ ARC, FW 50+ RC2, FW 50+ RC3 FW 50+ FB4, FW 50+.HI, FW 50+.SI

Manufacturer SCHÜCO International KG

Frame material Aluminium, stainless steel (only FW 50+ ARC)

Mullion / transom profiles

Profile material EN AW-6060, EN 755 (as specified by manufacturer)

Glazing

Thickness / Configuration from 24 mm to 64 mm / -

Glazing gasket preformed seal

External Material: EPDM black

Variants - Variant A: individual seal and cross seal at intersection

- 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. 242 855)

All variants with continuous vertical sealing; horizontal seal butt-jointed, material EPDM black

Variant FW 50+.SI reflective foil PB-41031948 on KS pressure plates and PE foam strip combined with aluminium pressure plate

Internal 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, over-lapping with transom seal and bonded

Corners between glass pane and internal glazing gaskets of all vari-ants additionally sealed with elastic sealant

Additional features: - Insertion of seal Item No. 217 585 in sealing groove of mullion

- Insertion of sealing cord Item No. 224 636 at connection of mul-lion 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)




Distance pressure plate screw connection 250 mm, edge distance 20 mm

Torque rate approx. 4.5 Nm

approx. 3.5 Nm for KS pressure plates and flat cover caps: Profile Item No. 328770, Profile Item No. 328780, sealing Item No. 244602, KS pressure plate Item No. 244246, Item No. 246528

Pressure plates ends without additional features:

Vapour pressure equalization / drainage Total ventilation and drainage From transom rebate to mullion rebate, insertion of rebate pieces,

drainage/ventilation through recesses 34 mm x 13 mm in the pres-sure profiles around mullion

Field by field through slots 5 mm x 25 mm in the transom pressure plates to the front and holes 5 mm x 30 mm in the transom pressure 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 plat-

form using seals




4 Performance characteristics according to the prod uct 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 charac-teristics according to Clause 4 of the product standard. Superscripts are explained in para-graph 6. 4.1 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 pressures as set out by EN 13116. The wind loads used for testing are based on Eurocode 1 EN 1991-1-4. 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.

No. Variant / Type Product designation

Evidence, expert statement,

assessment

Scope Value or class

1 FW 50+, FW 50+.HI

Overall dimensions test specimen (W x H)

6,610 mm x 6,150 mm

max. field grid dimen-sions:

2,000 mm x 3,000 mm

Test Report 108 27203, 3 December 2003, ift Rosenheim

Grid dimensions smaller than the maximum tested field grid are subject to compliance with the deflection limits of struc-tural framing (structural evi-dence (4)).

Design load: positive pressure + 2.0 kN/m² negative pres-sure – 2.0 kN/m²

Safety load: positive pressure + 3.0 kN/m² negative pres-sure – 3.0 kN/m²

2 FW 50+ S, FW 50+ ARC

Expert Statement 155 27203, 15 December 2003, ift Rosenheim









assessment


3 FW 50+


2,650 mm x 2,650 mm

Supplementary test for different penetration variants

Test Report 108 31148, 8 July2006, ift Rosenheim




4 FW 50+.SI Expert Statement 155 28310, dated 9 March 2009, ift Rosenheim


Design load: positive pressure + 2,0 kN/m² negative pres-sure – 2,0 kN/m²

Safety load: positive pressure + 3,0 kN/m² negative pres-sure – 3,0 kN/m²

5 FW 50+ RC2

FW 50+ RC3

FW 50+ FB4

Expert Statement 155 27203/1 R1 26 October 2006, ift Rosenheim




Superscripts see paragraph 6




4.2 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 1991-1-1. Evidence of rigidity is provided by structural evidence (certificate) or by type-specific structural certifi-cate. 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 14019. Glass products shall be in conformity to EN 12600. The referenced evidence and ex-pert 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, as-

sessment


1 FW 50+, FW 50+.HI


6,610 mm x 6,150 mm

max. field grid dimen-sions:

2,000 mm x 3,000 mm

Mullion length 3,000 mm, transom length 2,000 mm, larg-est impacted glass pane 2,000 mm x 3,000 mm at sill height (all grid dimensions)


All facades of the same design (e.g. screw fixing of pressure plates, connectors, cleats, etc.) and same material with slightly smaller or same grid dimensions and comparable stiffness are subject to compliance with de-flection limit (4) of framing (struc-tural evidence).

I5/E5

2 FW 50+ S, FW 50+ ARC



I5/E5





Evidence, expert statement, as-

sessment




I5/E5

4 FW 50+ RC2

FW 50+ RC3

FW 50+ FB4



I5/E5





4.4 Air permeability (see EN 13830, Clause 4.4)

An air permeability test shall be carried out in accordance with EN 12153. The results shall be expressed in accordance with EN 12152.



assessment


1 FW 50+, FW 50+.HI


6,610 mm x 6,150 mm

tested joint length per m2 facade area: 2,130 mm/m²


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

2 FW 50+ S, FW 50+ ARC



AE

3 FW 50+


2,650 mm x 2,650 mm


Test Report 108 31148, 8. July 2006, ift Rosenheim


AE



AE

5 FW 50+ RC2

FW 50+ RC3

FW 50+ FB4



AE





4.5 Watertightness (see EN 13830, Clause 4.5)

A watertightness test shall be carried out in accordance with EN 12155. The results shall be ex-pressed in accordance with EN 12154.



assessment


1 FW 50+, FW 50+.HI


6610 mm x 6150 mm


All facades of same design and same materials in sealing-relevant area - subject to com-pliance with the deflection limit.

RE1200

2 FW 50+ S, FW 50+ ARC



RE1200

3 FW 50+


2,650 mm x 2,650 mm


Test Report 108 31148, 8 July 2006, ift Rosenheim


RE1200


All facades of same design and same materials in sealing-relevant area - subject to com-pliance with the deflection limit..

RE1200

5 FW 50+ RC2

FW 50+ RC3

FW 50+ FB4



RE1200


4.6 Airborne sound insulation (see EN 13830, Clause 4.6)

The sound reduction index shall be determined by test in accordance with EN ISO 140-3. The test results shall be determined in accordance with EN ISO 717-1. The measured results are applicable only to the tested specimen. Extrapolation for other dimen-sions / grids / infills is not regulated. This characteristic shall be demonstrated for the purpose-designed system.




No. Variant / Type Product des-

ignation

Evidence, expert statement, assessment Scope Value or class

6 FW 50+ Expert Statement 160 21404/1.0.0-1 dated 12 December 2003 of Test Report No. 161 21404/1.0.0 dated 9 April 1999 ift Rosenheim

Dimensions 1,230 mm × 1,480 mm, Mullion 322 310, Transom 322 450

Glazing 6/16/4, Type Phonstop 26/38

Rw (C;Ctr )= 37 (-2;-6) dB



Glazing 9GH/16/6, Type Phonstop 31/45 GH

Rw (C;Ctr )= 42 (-2;-5) dB



Glazing 12/20/4 Type Phonstop 36/42

Rw (C;Ctr )= 41 (-2;-5) dB



Glazing 13GH/20/9GH Type Phonstop 42/54 GH

Rw (C;Ctr )= 49 (-2;-5) dB

10 FW 50+ FW 50+.HI FW 50+.SI

FW 50+.SI mit KS-Andruckleis-ten

Expert Statement 175 41707 dated 20 October 2009 ift Rosenheim

Evaluation of the sound in-sulation in dependence of the sealing system, (applicable up to sound in-sulation max. Rw=50 dB)

no significant influence




4.7 Thermal transmittance (see EN 13830, Clause 4.7)

Methods of assessment / calculation of thermal transmittance UCW of curtain walling are defined in prEN 13947 „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 Uf of the facade profiles.


Evidence, expert statement, assess-

ment


1. FW 50+.SI


1,200 mm x 3,500 mm

Screw connections us-ing stainless steel screws (diameter 5.5 mm) spaced at 250 mm.

Test report 10-001606-PR01 20 December 2011 ift Rosenheim

in agreement to the test speci-men, details are described in the test report

UCW = 0,64 W/(m²K)

2. FW 50+.SI


1,200 mm x 3,500 mm

Screw connections us-ing stainless steel screws (diameter 5.5 mm) spaced at 250 mm.

Test report 10-001606-PR01 20 December 2011 ift Rosenheim

wall construction „Monolithisches Mauerwerk mit Wärmedämmver-bundsystem“, details are de-scribed in the test report

UCW, Einbau = 0,71 W/(m²K)

3. Facade profile FW 50+ without cross lips

Screw connections us-ing stainless steel screws (diameter 5.5 mm) distance of 250 mm.

Test Report 432 26328/1 Rev 1 1 December 2003 ift Rosenheim

Cross section:

Face width: 50 mm

Installation depth: 71 mm to 283 mm

Glazing thickness ≥ 28 mm - ≥ 50 mm

Edge cover of glazing 13 mm

The precise Uf value of the re-spective profile is given in the diagrams of the report.

Assessment / calculation of thermal transmittance UCW of a curtain walling element shall be performed in accordance with prEN 13947.

Uf = 1.4 to 2.3 W/m²K






ment


4. Facade profile FW 50+.HI

Screw connections us-ing stainless steel screws (diameter 5.5 mm) distance of 250 mm.

Test Report 432 31020/1 28 June 2006 ift Rosenheim

Cross section:

Face width: 50 mm

Installation depth: 81 mm to 266 mm

Glazing thickness ≥ 28 mm

Edge cover of glazing 13 mm

The precise Uf value of the re-spective profile is given in the diagrams of the report.

Assessment / calculation of thermal transmittance UCW of a curtain walling element shall be performed in accordance with prEN 13947.

Uf = 1.5 to 1.6 W/m²K

5. Screw effect for FW 50+.SI “Curtain walling de-signed for passive houses “

Screw-connections us-ing stainless steel screws (diameter 5.5 mm) spaced at 250 mm.

Test Report 402 37735/1 dated 9 January 2009, ift Rosenheim

Cross section:

Face width: 50 mm

Total installation depth: 100 mm Installation depth statically pro-file: 45 mm

Glazing thickness: 28 mm

Edge cover of glazing: 13 mm

For more design details refer to test report.

Assessment / calculation of thermal transmittance UCW of a curtain walling element shall be performed in accordance with EN 13947.

∆ Uf = 0,14*)

W/m²K

*) Screw effect on thermal transmittance

6. FW 50+.SI “Curtain walling de-signed for passive houses”



Cross section:

Face width: 50 mm

Installation depth mullion: 105 mm Glazing thickness: 42 mm




Uf = 0,78*)

W/m²K

*) The value given does not include the screw effect. The screw effect shall be determined ac-cording to ac-knowledged rules of technology and added to the result.






ment





Cross section:

Face width: 50 mm





Uf = 0,76 W/m²K



Test report 422 37735/3, dated 9 January 2009, ift Rosen-heim

Cross section:

Face width: 50 mm





Uf = 0,76*)

W/m²K

*) The value given does not include the screw effect. The screw effect shall be determined ac-cording to ac-knowledged rules of technology and added to the result.

profile depth 55 mm ΨΨΨΨ = 0.020 W/m²K

9 Facade profile FW 50+.HI with insertion AWS 75.HI, frame no. 382660

Test report 427 35934/1 18 March 2009, ift Rosenheim



10 Facade profile FW 60+.HI with insertion AWS 75.HI, frame no. 382120, KS application profile 246232




11 Facade profile FW 50+

with insertion AWS 75.BS.HI, frame no. 366670




12. Facade profile FW 50+

with insertion AWS 75.HI, frame no. 382660








ment



13. Facade profile FW 50+. with insertion AWS 75.HI, frame no. 382120, KS application profile 246232





with insertion AWS 75.BS.HI, frame no. 366670




15. Facade profile FW 50+.HI





16. Facade profile FW 50+.HI with insertion AWS 75.HI, frame no. 382120, KS application profile 246232




17. Facade profile FW 50+.HI with insertion AWS 75.BS.HI, frame no. 366670




18. Facade profile FW 50+.SI





19. Facade profile FW 50+.SI with insertion AWS 75.HI, frame no. 382120, KS application profile 246232




20. Facade profile FW 50+.SI with insertion AWS 75.BS.HI, frame no. 366670




filling: insulating glass Test report 427 34941/1 28 January 2008, ift Rosenheim

glass construction 6/16/4 Ug = 1,1 W/(m²K)

ΨΨΨΨ = 0.067 W/m²K






ment



filling: panel 26 mm

Test report 427 34941/1 28 January 2008, ift Rosenheim

Panel-construction 2 mm aluminium / 22 mm insulating material 2 mm aluminium

ΨΨΨΨ = 0.030 W/m²K




Panel-construction 6 mm glass / 18 mm insulating material 2 mm aluminium

ΨΨΨΨ = 0.031 W/m²K


filling: insulating glass


Glass-construction 8/12/4/12/8 Ug = 0,7 W/(m²K)

ΨΨΨΨ = 0.061 W/m²K




Panel-construction 2 mm aluminium / 42 mm insulating material 2 mm aluminium

ΨΨΨΨ = 0.018 W/m²K


filling: glass-panel 46 mm


Panel-construction 6 mm glass / 38 mm insulating material 2 mm aluminium

ΨΨΨΨ = 0.019 W/m²K

27. polypropylene foam profiles as insulation in-sertion for frame pro-files „NOMAFLEX PP PROFIL“

National Technical Approval No. Z-23.11-1755 dated 27 May 2009

can be used for thermal insula-tion in cavities (details according approval)

λλλλ = = = = 0,0350,0350,0350,035 W/m²K

28. Stick construction FW 50+.SI

certificate „Passivhaus ge-eignete Kompo-nente“

Passivhaus Institut Dr. Wolfgang Feist

component with aluminium pressure bar

Ug = 0,7 W/m²K

dimensions Test sample 1,200 mm x 2,500 mm

UCW

= 0,80 W/(m²K) UCW, eingebaut

≤ 0,85 W/(m²K)

29. Stick construction FW 50+.SI

certificate „Passivhaus ge-eignete Kompo-nente“

Passivhaus Institut Dr. Wolfgang Feist

component with GFK- pressure bar

Ug = 0,7 W/m²K

dimensions Test sample 1,200 mm x 2,500 mm

UCW

= 0,80 W/(m²K) UCW, eingebaut

≤ 0,85 W/(m²K)




4.8 Fire resistance (cp. EN 13830, Clause 4.8)

Fire resistance shall be classified in accordance with EN 13501-2. 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 13501-1. 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. 4.10 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 13501-2. This characteristic shall be verified for the purpose-designed system. 4.11 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 com-pleted curtain walling. 4.12 Water vapour permeability (see EN 13830, Clause 4.12)

Vapour control layers which conform to the appropriate European standard shall take into ac-count the specified hydro-thermal conditions of the building. This characteristic shall be verified for the purpose-designed system. 4.13 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 13830. This characteristic shall be verified for the purpose-designed system.




4.14 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. 4.15 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. 4.16 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. 4.17 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 1991-1-1. Rigidity can be demonstrated by testing, calculation or assessment. This characteristic shall be verified for the purpose-designed system.




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, as-sessment


1 FW 50+, the design variants are con-tained in the refer-enced test reports

Test report S-47-01 dated 20 December 2002, issued by Prof. Sedlaczek & Partner, Technologien im Bauwesen GmbH*) and Expert statement S-47-01-09 dated 29 January 2004, is-sued by Prof. Sedlaczek & Partner, Technologien im Bauwesen GmbH*) *) Company name changed to: Feldmann + Weynand GmbH, 52074 Aachen

Extrapolation subject to agreement between manufac-turer and testing body.

Observe notes of test report referring to field of applica-tion/scope. Observe all infor-mation referring to pressure plates and screw connections provided by the company SCHÜCO (maximum screw distance, minimum and maximum screw length). Any deviation from the specifica-tions may cause system fail-ure.

Category A




5.2 Mullion/transom connections and clamping connec tions

The demonstrated load bearing capacity of the mullion/transom connections and of the clamping con-nections represents the basis for structural evidence.


Evidence; expert statement, assessment


Evidence

FRd in kN Fzul in kN

Tensile load 1.9 1.3

Dead load of glass 2.5 1.9

Negative wind

pressure 3.7 2.4

1 Mullion/transom connection FW 50+, Item No. 226 081

National Technical Ap-proval No. Z-14.4-464 dated 7 January 2005. Valid until 31 January 2010.

(10)

Positive wind

pressure 7.0 4.7




Negative wind

pressure 6.1 4.1



(10)

Positive wind

pressure 7.3 4.9




Negative wind

pressure 4.1 2.7



(10)

Positive wind

pressure 7.9 5.2




Negative wind

pressure 3.7 2.4



(10)

Positive wind

pressure 6.2 4.1




Negative wind

pressure 3.7 2.4


For mullion profiles over 175 mm in-stallation depth with 3 mm wall thickness


(10)

Positive wind

pressure 7.0 4.7





Evidence; expert statement, assessment


Evidence




Negative wind

pressure 6.1 4.1


For mullion profiles over 175 mm in-stallation depth with 3 mm wall thickness


(10)

Positive wind

pressure

7.3 4.9

Fzul in

kN Fzul in kN

Tensile load 1.1 k. A.


Negative wind

pressure 1.2 k. A.

Positive wind

pressure 5.6 k. A.

Interaction dead

load – negative

wind pressure 6.9 k. A.

7 Mullion/transom connection FW 50+S

Mullion depth 125 mm

Transom depth 125 mm

Test Report 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 manu-facturer and testing body

(10)

Interaction dead

load – positive


Fzul in

kN Fzul in kN

Tensile load 1.1 k. A.


Negative wind

pressure 7.6 k. A.

Positive wind

pressure 6.7 k. A.

Interaction dead

load – negative


8 Mullion/transom connection FW 50+S

Mullion depth 125 mm

Transom depth 55 mm

Test Report 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 manu-facturer and testing body

(10)

Interaction dead

load – positive



Key:

FRd = design load of load-bearing capacity

FZul = allowable load-bearing capacity k. A.= not specified by company SCHÜCO




No. Variant / Type

Product designation Evidence;

expert statement, assess-ment


Evidence

Maximum tensile

force in kN

1.30

9 Clamping connections of SCHÜCO facade systems with alumin-ium mullion and tran-som profiles

National Technical Ap-proval No. Z-14.4-452 dated 12 July 2004. Valid until 31 July 2014.

The approved profiles and screws are listed in the ref-erenced National Technical Approval

Allow. tensile force

in kN

0.85

10 Clamping connections of SCHÜCO facade system FW50+

National Technical Ap-proval No. 02/2009 da-ted 3 June 2009, „Institut für Stahlbau der Technischen Universität Braunschweig“ .

The scope and the approved comonents are described in the National Technical Ap-proval (12)

minimum tensile

force in kN

2,30

5.3 Burglar resistance

Burglar resistance shall be verified and assessed acc. to DIN V ENV 1627. No. Variant / Type


expert statement, assess-ment


1 FW 50+ RC2 FW 50+ .HI RC2 FW 50+ .SI RC2 FW 50+ .S RC2

Facades in aluminium stick construction

Expert statement 12-001257-PR01 14 May 2012 ift Rosenheim

All facades of similar or lar-ger dimensions subject to compliance with specified screw connection of pres-sure plates

RC2

2 FW 50+ RC3 FW 50+ .HI RC3 FW 50+ .SI RC3

Facades in aluminium stick construction

Expert statement 12-001257-PR02 14 May 2012 ift Rosenheim

All facades of similar or lar-ger dimensions subject to compliance with specified screw connection of pres-sure plates

RC3




5.4 Bullet resistance

Bullet resistance must be tested as per DIN EN 1523 and evaluated as per DIN EN 1522. No. Variant / Type


expert statement, as-sessment


1 FW 50+ / FW 60+ Facade element


1,100 mm x 1,100 mm

Test Report DSM 00 038 Beschussamt Ulm (bullet resistance testing authority)

6 March 2000

Application only if agreed be-tween manufacturer and testing body (Beschussamt Ulm)

FB4 NS

2 FW 50+ Facade ele-ment with connection to door- and window system


1,444 mm x 1,466 mm

Test report S 12 0030 07 / B 28 June 2012 Beschussamt Ulm (bullet resistance testing authority)

Application only if agreed be-tween manufacturer and testing centre (Beschussamt Ulm)

FB4 S

3 FW 50 Facade element with door system ADS 90 BR


1,444 mm x 1,466 mm

Test report S 12 0030 08 / B 28 June 2012 Beschussamt Ulm (bullet resistance testing authority)

Application only if agreed be-tween manufacturer and testing centre (Beschussamt Ulm)

FB4 NS




5.5 Lightning protection

Verifications were based on EN 50164-1 (1999-08) + prA1 (2002-01).


Evidence; expert statement, as-

sessment


1 Lightning protection termi-nal

For specific design vari-ants refer to referenced test report

Test Report BET/Schüco 06-02-27-2 d, dated 27 February 2006 issued by BET GmbH, Fischkuhle 39, D-58710 Menden

Extrapolation subject to agreement between manufac-turer and testing body

Observe notes of test report referring to scope of applica-tion.

N

2 Lightning protection termi-nal

For specific design vari-ants refer to referenced test report

Test Report 30635, dated 2 March 2007 issued by Research Develop-ment and Certification Centre – High Voltage and High Cur-rent Testing laboratory ELEMKO SA, 2nd KM Thiva-Chalkida Old National Road, GR-32200, THIV A

Extrapolation subject to agreement between manufac-turer and testing body

Observe notes of test report referring to scope of applica-tion.

N




6 Special instructions for use

The special instructions for use listed in the following are rules for the implementation of the dif-ferent performance characteristics specified by the standard. They are based on the normative provisions and the experience of the ift Rosenheim. 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. Super-scripts

(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 struc-tural 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 14351-1. (6) Infill panels shall be dimensioned according to the relevant regulations; in Germany

the following standards and regulations apply in particular • DIN 1055-4, Design Loads of Buildings, live loads, wind loads of vibration-

resistant 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 na-tional technical approval.




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 con-nections. 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 refer-enced national technical approval. Observe the relevant Technical Building Regula-tions 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.

ift Rosenheim 17. September 2012