ift-Product Passport Curtain Walling

ift-Product Passport Curtain Walling accord ing to EN 13830 : 2003

Nr. 12-000717-PR04 (PP-ZB01-99-en-03)

Valid unti l June 2018

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4.0

5.2

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5

Basis

EN 13830 : 2003-09 Curtain walling – Product standard

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

Instructions for use

The ift product passport demonstrates the general per-formance of the designated product family – determined on the basis of testing, calculation or assessment.

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 perfor-mance characteristics is sub-ject to national technical regu-lations.

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.

Inhalt

The product passport compris-es a total of 27 pages:

3 Product description / Abridged version 4

4 Performance characteristics according to the product standard 6

5 Further characteristics / Evidence 20

6 Special instructions for use26

Client is the system supplier

SCHÜCO International KG Karolinenstr. 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 characteristics (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 re-sistance

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 *)

***)

Further characteristics / Evidence

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

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 21.05.2015

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

i. A. Dirk Köberle, Dipl.-Ing. (FH) Deputy Head of Department Operations / Technology

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

ift-Product Passport Curtain walling according to EN 13830 Blatt 2 von 27

Nr. 12-000717-PR04 (PP-ZB01-99-en-03) dated 21.05.2015 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 stand-

ard.

Section 4 of the product passport summarizes the documentation provided, i.e. the underly-

ing individual evidence and the assessment of each declared characteristic, including refer-

ence to the tested product samples / specimens described in the individual evidence/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 pressure –2.0 kN/m²

Positive pressure +3.0 kN/m²

Negative pressure –3.0 kN/m²

4.2

Dead load (self weight) (kN/m²)

Evidence for purpose-designed system *)

4.3

Impact resistance, internal drop height (mm)

I0 (no data

provided)

I1 (200)

I2 (300)

I3 (450)

I4 (700)

I5 (950)

I5

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

4.7

Thermal transmittance

Ucw (W/m2 ⋅ K)


4.8

Fire resistance Integrity (E)

E 15

E 30

E 60

E 90

npd

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


4.17

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


*) Evidence of purpose-designed system – as necessary

**) Maintenance instructions as per Annex B EN 13830

2 Classification matrix according to further standards / regulations

For this product family the following further performance characteristics were demonstrated:

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 al-

uminium 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 fur-

ther 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, overlap-

ping 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 No. 217 585 in sealing groove of mullion

- Insertion of sealing cord Item No. 224 636 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)



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 pressure

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 platform using seals



4 Performance characteristics according to the product standard

Depending on the intended use and on the national requirements for curtain walling, initial type test-

ing 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 character-

istics according to Clause 4 of the product standard. Superscripts are explained in paragraph 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 structur-al framing (structural evidence (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

Grid dimensions smaller than the maximum tested field grid are subject to compliance with the deflection limits of structur-al framing (structural evidence

(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





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


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

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


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

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 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 de-

termined 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 expert statements

do not apply to safety barrier glazing systems. Here the provisions laid down in the TRAV (Tech-

nische Regeln für die Verwendung von absturzsichernden Verglasungen - "Technical rules for the

use of safety barrier glazing systems") are applicable.



assessment


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





assessment




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 ex-

pressed 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 dimensions

/ grids / infills is not regulated.



Evidence, expert statement, assessment


1 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

5 FW 50+ FW 50+.HI FW 50+.SI

FW 50+.SI mit KS-Andruckleisten

Expert Statement 175 41707 dated 20 October 2009 ift Rosenheim

Evaluation of the sound insula-tion in dependence of the sealing system, (applicable up to sound insula-tion 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 - Simpli-

fied method“.


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 di-agrams 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 di-agrams 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.

Fehler! Es ist

nicht möglich,

durch die Bear-

beitung von Feld-

funktionen Ob-

jekte zu erstellen.

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 giv-en does not in-clude the screw effect. The screw effect shall be determined ac-cording to acknowledged rules of technol-ogy and added to the result.





ment





Cross section:

Face width: 50 mm





Uf = 0,76 W/m²K



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

Cross section:

Face width: 50 mm





Uf = 0,76*)

W/m²K

*) The value giv-en does not in-clude the screw effect. The screw effect shall be determined ac-cording to acknowledged rules of technol-ogy and added to the result.

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

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

profile depth 55 mm Ψ =

0.020 W/m²K


0.031 W/m²K

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



0.032 W/m²K


0.046 W/m²K

11 Facade profile FW 50+

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



0.017 W/m²K


0.027 W/m²K

12. Facade profile FW 50+

with insertion AWS 75.HI, frame no. 382660



0.023 W/m²K

profile depth 255 mm Ψ = 0.033 W/m²K





ment


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



0.033 W/m²K


0.046 W/m²K


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



0.019 W/m²K


0.029 W/m²K

15. Facade profile FW 50+.HI




0.022 W/m²K


0.034 W/m²K

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



0.034 W/m²K


0.048 W/m²K

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



0.019 W/m²K


0.029 W/m²K

18. Facade profile FW 50+.SI




0.021 W/m²K


0.028 W/m²K

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



0.031 W/m²K


0.041 W/m²K

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



0.018 W/m²K


0.026 W/m²K


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

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

Ψ =

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

Ψ =

0.030 W/m²K




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

Ψ =

0.031 W/m²K


filling: insulating glass


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

Ψ =

0.061 W/m²K




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

Ψ =

0.018 W/m²K


filling: glass-panel 46 mm


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

Ψ =

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)

λ =

0,035 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 Eu-

ropean technical specifications specifying the material and finish shall be declared.

The manufacturer shall issue recommendations on the maintenance requirements for the completed

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 account

the specified hydro-thermal conditions of the building.


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.




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.


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.


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.


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.




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 var-iants are contained in the referenced test re-ports

Test report S-47-01 dated 20 December 2002, issued by Prof. Sedlaczek & Partner, Technologien im Bau-wesen GmbH*) and

Expert statement S-47-01-09 dated 29 January 2004, issued by Prof. Sedlaczek & Partner, Technologien im Bau-wesen GmbH*) *) Company name changed to: Feldmann + Weynand GmbH, 52074 Aachen

Extrapolation subject to agree-ment between manufacturer and testing body.

Observe notes of test report re-ferring to field of applica-tion/scope. Observe all infor-mation referring to pressure plates and screw connections provided by the company SCHÜCO (maximum screw dis-tance, minimum and maximum screw length). Any deviation from the specifications may cause system failure.

Category A



5.2 Mullion/transom connections and clamping connections

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


Evidence; expert statement, assessment


Evidence

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

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

(10) 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

Positive wind

pressure 7.0 4.7






Negative wind

pressure 6.1 4.1

Positive wind

pressure 7.3 4.9






Negative wind

pressure 4.1 2.7

Positive wind

pressure 7.9 5.2






Negative wind

pressure 3.7 2.4

Positive wind

pressure 6.2 4.1


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





Negative wind

pressure 3.7 2.4

Positive wind

pressure 7.0 4.7




Evidence; expert statement, assessment


Evidence


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





Negative wind

pressure 6.1 4.1

Positive wind

pressure

7.3 4.9

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)

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.

Interaction dead

load – positive


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)

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


Interaction dead

load – positive



Key:

FRd = design load of load-bearing capacity

FZul = allowable load-bearing capacity

k. A.= not specified by company SCHÜCO




Evidence; expert statement, assess-

ment


Evidence

9 Clamping connections of SCHÜCO facade systems with alumini-um mullion and tran-som profiles

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

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

Maximum tensile

force in kN

1.30

Allow. tensile force

in kN

0.85

10 Clamping connections of SCHÜCO facade system FW50+

National Technical Ap-proval No. 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 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 / DIN EN 1627


Evidence; expert statement, as-

sessment


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 larger dimensions subject to compli-ance with specified screw con-nection of pressure 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 larger dimensions subject to compli-ance with specified screw con-nection of pressure plates

RC3



5.4 Bullet resistance

Bullet resistance must be tested as per DIN EN 1523 and evaluated as per DIN EN 1522.



sessment


1 FW 50+ / FW 60+ Facade element


1,100 mm x 1,100 mm

Test Report DSM 00 038 Bes-chussamt Ulm (bul-let resistance test-ing 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).



sessment


1 Lightning protection terminal

For specific design var-iants refer to refer-enced 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 agree-ment between manufacturer and testing body

Observe notes of test report re-ferring to scope of application.

N

2 Lightning protection terminal

For specific design var-iants refer to refer-enced test report

Test Report 30635, dated 2 March 2007 issued by Research Develop-ment and Certifica-tion Centre – High Voltage and High Current Testing la-boratory ELEMKO SA, 2nd KM Thiva-Chalkida Old Na-tional Road, GR-32200, THIV A

Extrapolation subject to agree-ment between manufacturer and testing body

Observe notes of test report re-ferring to scope of application.

N



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 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 (internally 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